ITB-CD-CME-16-02 Palm Coast Wastewater

Transcription

ADDENDUM NO. 6
ITB-CD-CME-16-02
PALM COAST WASTEWATER TREATMENT PLANT NO. 2
ISSUE DATE:
December 18, 2015
BID DATE:
January 7, 2016
SUBJECT:
Statements, Questions and Answers
_____________________________________________________________________________________________
INTENT:
This addendum is issued prior to the date bids are due in order to
incorporate the following clarifications, additions, omissions, deletions, or
changes into the Contract Documents.
Except as hereinafter specified, the work shall be in accordance with the
drawings and specifications.
Bidders are to use the changed quantities of the items listed in this
addendum in their proposals, and it shall become a part of the Contract
Documents when construction is executed.
Bidders are reminded that this addendum must be noted on the “Official City
Acknowledgment Form” when they submit their proposal. A signed copy of the
addendum must also be included with the bid submittal.
_____________________________________________________________________________________________
Statements:
1.
SECTION 01520 – TEMPORARY FACILITIES AND CONTROLS
Section 2.04 A - Delete this paragraph in its entirety.
2.
SECTION 02605 – PRECAST STRUCTURES AND ACCESSORIES
Section 2.05 – Delete this paragraph in its entirety and insert the following in its place:
2.05
Lift Station Wet Well
A.
Base, riser, and top shall be in accordance with details on the Drawings.
B.
All precast construction shall be in accordance with ASTM C-478, minimum wall
thickness of 6 inches.
C.
Exterior coatings shall be bituminous epoxy coating, minimum dry film thickness
of 16 mils.
Page 1 of 16
ITB-CD-CM E-16-02 - PALM COAST WASTEWATER TREATMENT PLANT NO. 6
D.
Wet well liners shall be fiberglass, meeting the requirements of ASTM D3753,
minimum thickness of 0.308 inches.
E.
Gaskets shall be Ramnek type and to be used at all joints on wet well riser.
A.
Interior – Concrete Coating shall be Conseal CS-55 manufactured by Concrete
Sealants, Inc. or Tnemec Series 61 Tneme-liner, 12 mils thick and grey in color.
B.
Exterior - Concrete Coating shall be Conseal CS-55 manufactured by Concrete
Sealants, Inc. or Tnemec Series 61 Tneme-liner, 8 mils thick and grey in color.
3.
SECTION 02512 – RECLAIMED WATER DISTRIBUTION SYSTEM
Added new Section 02512 “Reclaimed Water Distribution System”.
4.
SECTION 02535 – SANITARY SEWER FORCE MAIN SYSTEMS
Section 2.03 A – Delete this paragraph in its entirety and insert the following in its place:
1.
2.
5.
Minimum 40 mils dry film thickness (60 mils nominal) of ceramic epoxy
lining, as manufactured under the name of “Protecto 401", or Tnemec
Series 431 Perma-Shield PL, or equal.
Minimum 40 mils dry film thickness (60 mils nominal) of fusion bonded
epoxy and polyethylene lining, as manufactured under the name of
“Polybond Plus", or Tnemec Series 431 Perma-Shield PL, or equal.
SECTION 09750 – PROTECTIVE FLOOR COATING
Section 2.01 H – Delete this paragraph in its entirety and insert the following in its place:
1.
2.
3.
4.
The material shall be ChemProof Polymers, Inc., Perma TEC 5000,
available through ACR Process Equipment, Inc. of Lake Mary, Florida; or
approved equal. A Non-Skid roughness of first coat shall be equal to 60
grit sandpaper.
Sanitile 945, aggregate floor system as manufactured by Carboline, Inc.
Stonshield, slip resistant flooring system, as manufactured by Stonehard,
Inc.
Tnemec Series 239SC Chembloc and a topcoat of Tnemec Series 282
Tneme-Glaze for the floor system
Page 2 of 16
5.
6.
6.
Tnemec Stranlok approved with a topcoat of Tnemec Series 282 TnemeGlaze
Or approved equal.
SECTION 11388 – COARSE BUBBLE AERATION
Section 1.03.B., change “Wilfley Weber, Inc., of Englewood, Colorado” TO “Aquarius
Technologies”.
Section 1.03. C., change “Wilfley Weber” TO “Aquarius Technologies”
Section 2.04.A.6., change “304L” and REPLACE with “304”
Section 2.04.B.2., change “23” TO “45”
Section 2.04.B.3., change “23” TO “45”
Section 2.04.D.1., delete “Florida”
7.
SECTION 11350 – ODOR CONTROL SYSTEM
2.02 B. – Replace bullets a. and f. as the following:
a.
The system controls will consist of a NEMA 4X enclosure with integrated
touchscreen HMI. A 30A reset ON/OFF switch shall be located on the
front of the unit, lower right of the control panel.
f.
The base unit includes a blower/compressor(s) (based upon nozzle
configuration) and an oxygen concentration unit that produces 65‐90%
oxygen prior to use by the process.
-– Replace bullets c. as the following
2.03
c.
Nozzle: Gray PVC (Std Nozzle), engineered polymer cap (LV Nozzle)
3.03 A – Change 1.03 C to 1.03 D.
Questions and Answers
Question 1: DUCTILE IRON PIPE CONNECTION : Section – A on drawing M – 36 is
showing the 8 “ Sludge Feed Line coming up through the floor on the left hand
side of the section view. There is an oval ring with a callout indicating “ install
FXF connection above grating to allow pipe removal while working on cake
pump“ . We have seen the callout “ FXF “ used on several different piping
configurations but they are usually shown with a little more information. We are
not sure what is meant by the FXF at this location. This is for a Depend-O-Lok
flange adapter or some other kind of flange adapter? Please review and clarify.
Answer:
A Depend-O-Lok flange adapter is acceptable for this application.
Question 2:
DUCTILE IRON PIPE CONNECTION: Section – A on drawing M – 36 is
showing the 8 “Sludge Feed Line coming up through the floor on the left hand
side of the section view. There is an oval ring with a callout indicating “install
FXF connection above grating to allow pipe removal while working on cake
Page 3 of 16
pump“. Looking at this section view – A, the way it is drawn it does appear that
the 8 “sludge line is coming up through the bottom of the trench. Looking at the
plan view we see that the 8 “sludge pipe is coming up through the floor slab
closer to the wall line. Also looking in section – B on sheet M – 37, it shows the
line coming up through the floor slab and not in the trench area. Please review
and clarify the note.
Answer:
This line is coming through the slab as shown on M-35 and M-37.
Question 3:
PLANT REUSE WATER: Drawing M – 35 is showing the Plant Service Water
Booster pumps inside the Sludge Dewatering Building. The suction piping going
to the two pumps is indicated to be 2 ½” stainless steel pipe and threaded
fittings. The suction lines are shown with threaded gate valves, see mark item –
34. The specifications for smaller diameter gate valves appears to indicate
providing bronze body valves. We were not sure if you want to have stainless
steel body valves in the stainless steel piping. Please review and clarify if
stainless steel valves or bronze valves are required in the stainless steel piping.
Answer:
Stainless steel valves shall be installed in this application.
Question 4:
PLANT SERVICE WATER – HOSE BIBBS : Drawing M – 35 is showing the
Sludge Handling Building and the PVC Plant Service Water lines coming up to
and going into the building for hose bibb stations. The left hand corner of the
plan is showing a line next to the overhead door with a hose bibb inside the
building and one outside the building. For the hose bibb outside the building do
you want a freeze proof hose bibb extending through the wall to the exterior ?
Do you want a freeze proof yard type hydrant buried outside the wall ? The
plans do not clarify how these are to be configured. Please review and clarify.
Answer:
See detail on Sheet M-7.
Question 5: PLANT SERVICE WATER – HOSE BIBBS : Drawing M – 35 is showing the
and going into the building for hose bibb stations. The Plant Service Water going
to the three hose bibs is called out to be mark item – 20, which is ¾ “ PVC pipe.
Do you want ¾” hose bibs to be installed at these three locations ? The hose
bibb details on sheet M – 7 are indicating 1 “ supply lines and hose bibs. Please
review and clarify.
Answer:
The supply lines to the hose bibbs shall be 1" as indicated on Sheet M-7.
and going into the building for hose bibb stations. The Plant Service Water going
to the three hose bibs is called out to be mark item – 20, which is ¾ “ PVC pipe.
The two hose bibbs inside the building are to mounted along the interior wall. Do
you want ¾ “galvanized steel pipe risers coming up through the floor ? Please
review and clarify.
Page 4 of 16
Answer:
The riser shall be 1" GSP as indicated on Sheet M-7.
and going into the building for hose bibb stations. The left hand corner of the
plan is showing a line next to the overhead door with a hose bibb inside the
building and one outside the building. There is a note point to the hose rack
outside the building stating “see detail on sheet “ Mechanical Piping Details “ .
The only two sheets we found with this wording was on sheets C – 23 & 24.
These two sheets did not have hose bibb details on them . We did find hose bibb
details on sheet M – 7, at the Headworks Structure. Please review and clarify
which hose bibb details are to be used for hose bibbs at other locations.
Answer:
The hose bibb details can be found on Sheet M-7.
Question 8:
POLYMER TUBING : Is there a specification section describing the ¾” polymer
tubing in the Sludge Handling Building ? We need data for material, clear or not,
braided or not, ID, OD, pressure rating and temperature. Please review and
provide.
Answer:
The tubing shall be clear braided PVC tubing.
Question 9:
RECLAIMED WATER PIPING : We have been reviewing the Division – 2 Site
Construction specifications for the buried yard piping systems materials. We
found systems section – 02510 – Water Distribution Systems, which is indicated
to be for “ public drinking water distribution systems, per paragraph 1.01, A.
Then we found section – 02530 – Sanitary Sewer Systems and section – 02535
– Sanitary Sewer Force Main Systems. We did not find a system specifically
including piping for the Reclaimed Water System. Please review and clarify.
Answer:
Please refer to Spec 02512 “Reclaimed Water Piping System” added.
Question 10: RECLAIMED WATER PIPING : We found systems section – 02510 – Water
Distribution Systems, which is indicated to be for “ public drinking water
distribution systems, per paragraph 1.01, A. We reviewed the PVC pipe material
description to see if it would be appropriate for the reuse water lines. The pipe
described in section 02510 , 2.06, PVC Pressure Pipe, E, is described as being
blue in color with “ Potable Water Main “. We did not think this would be
acceptable for a “ Reuse Water “ line. Please review and clarify the PVC
pressure pipe to be used for the buried Reuse Water System piping .
Answer:
Please refer to Spec 02512 “Reclaimed Water Piping System” added.
Question 11: RECLAIMED WATER RECYCLE PIPING : Drawing C – 13 is showing line – 8 ,
8 “ PVC Reclaimed Water Recycle line. The upper left hand corner of the sheet
is indicating a fitting marked # 59 which is described as an 8 “ DIP 90 deg. Bend,
MJ. Following the Reclaimed Water Recycle line to the right from this fitting we
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find two 90 degree bends with mark # 158. Looking at the descriptions for this
mark number, it is described as an 8 “ PVC 90 deg. bend, MJ. Are you indicating
that you want the fittings marked – 158 to be PVC fittings and not to be ductile
iron fittings ? We do not know of a PVC fitting with MJ or mechanical joint ends.
This also occurs on sheet C – 14. Please review and clarify what is required for
these fittings.
Answer:
See revisions to Sheet C-13.
Question 12: WAS YARD PIPE : Drawing C – 15 is showing line – 12, “ 6 “ DIP WAS line
along the south side of the MBR Basins equipment slab. The line is shown
coming out from under the equipment slab and coming to a buried tee fitting with
mark # - 68. Then the line extends south to a fitting # 65 which is described as an
8 “ x 6 “ DIP reducer, MJ, fitting. Then it connects to an 8 “ MJ tee fitting with
mark # 64. Looking at the large area piping drawing M – 9, this layout appears
to be showing a buried MJ plug valve between the two MJ tee fittings. Please
review and clarify if there is to be a valve at this location.
Answer:
Question 13: WORKSHOP – GARAGE BUILDING : Drawing C – 18 is showing the Workshop
and Garage building. There appears to be a drain line coming from the
northwest corner of the building connecting to the line mark – 14, 3 “ PVC
Wastewater Force Main. (We did not think force mains and gravity drain lines
were usually combined or connected. This seems to provide the possibility for the
force main to be pumped up into the building if there is ever a clog in the line. )
There is no size indicated for the drain line. There is also a water line going up
to the building. We have not found any plumbing drawings for this structure. The
architectural drawing appears to show a sink in the workbench area of the
workshop. Please review and clarify the plumbing piping required for this
building.
Answer:
See revisions to Sheets C-18 and C-19.
Question 14: SANITARY SEWER FORCE MAIN : There is a 3 “ PVC Sanitary Sewer Force
Main called out on drawings C – 19, C -18 and C – 13, going into the new InPlant Pump Station. The specification section – 02535 – Sanitary Sewer Force
Mains, does not include a description for 3 “PVC pipe. We did find the various
yard pipe systems general notes on sheet G – 3. There is a section for Force
Main General Notes and it does include a description for 3 “ pipe to be PVC SDR
– 21 with a water pressure rating of 200 psi, in item # 22. The fittings for the
force main are described in paragraph item # 26, which indicates they are to be
ductile iron for both PVC and ductile iron pipe. Drawing C – 18 is describing the
PVC fittings marked – 61 & 62 to be solvent weld type PVC fittings. Please
review and clarify the fittings to be used with the 3 “ SDR – 21 PVC pipe force
main line.
Answer:
See revisions to Sheet C-18
Page 6 of 16
Question 15: DUMPSTER FLOOR DRAIN LINE – YARD : Drawing C – 13 is showing the
Headworks Structure. We see on the east side of the structure the Presswash
unit dumpster is located. There is a mark item – 17 shown at the dumpster pad.
This item is described as a 6 “ PVC dumpster floor drain. We see what we
believe to be the 6 “ PVC drain line extending out from the pad to the north east,
then stops. We do not know where this line should be routed. Looking on sheet
M – 8 of the Headworks Structure, we see details 8 & 9 showing the two
dumpster pads and the floor drains. These details are indicating that the floor
drains and lines are 4 “ diameter in size. Should there be PVC reducers added
to the line in increase it to be 6 “ ? Please review and clarify the drain line from
the dumpster pad.
Answer:
The dumpster drain line shall connect to the 6" Gravity Sewer to the north (Mark
Item 33). The line shall increase from 4" to 6" prior to connection.
Question 16: SLUDGE DEWATERING BUILDING DRAIN LINES : Drawing C – 12 is showing
line – 15 coming from the Sludge Dewatering Building loading area drive through.
Line – 15 is described in the schedule as being a 10 “ PVC Gravity Sewer line.
This line extends over to the new manhole # 2. Looking at the enlarged piping
layout on sheet M – 35 of the Sludge Dewatering Building we see the drive
through area and it is showing a 12 “ ductile iron drain pipe extending out to the
east side. See mark item – 8 on sheet M – 35. Please review and clarify the
sewer drain line from the Sludge Dewatering Building, is it PVC or is it ductile
iron? Is it to be 10 “ diameter or is it to be 12 “ diameter ? Please clarify.
Answer:
The line shall be 12" DIP.
Question 17: SLUDGE DEWATERING BUILDING DRAIN LINES : Drawing C – 12 is showing
line – 16 coming from the Sludge Dewatering Building restroom. Line – 16 is
described in the schedule as being a 6 “ PVC Sanitary Drain line. This line
extends south to the drain line marked – 15. Looking at the plumbing drawing for
the restroom on sheet P – 02, it is showing a 4 “ sanitary drain line coming out of
the building. We do not see where the lines changes from 4 “ to be 6 “ diameter.
Please review and clarify the sanitary drain line coming out of the restroom of the
Sludge Dewatering Building.
Answer:
The line shall be 6" as shown on Sheet C-12.
Question 18: SLUDGE HOLDING TANK – SUPERNATANT LINE : Drawing C – 12 is showing
line mark item – 19, Supernatant line, on the south side of the Sludge Holding
Tanks at manhole # 2. Looking at the enlarged piping layout of the Sludge
Holding Tanks on sheet M – 30 we see the two 8 “ ductile iron lines coming out
from under the tank slabs to two 8 “ MJ plug valves then coming to an 8 “ MJ tee
fitting, then branching off to the south. The callout on M-30 is indicating that the
line is a “ 8 “ Decant Line to on site drainage system “. The call out does not use
the term or phrase “ Supernatant “. Should they both use the same name?
Page 7 of 16
Please review and clarify that these two lines are the same since they have
different designations.
Answer:
The callout on Sheet M-20 shall read 8" Supernatant Line.
Question 19: SLUDGE HOLDING TANK – SUPERNATANT LINE: Drawing C – 12 is showing
Tanks at manhole # 2. The description on sheet C – 12 lists the pipe to be 8
“PVC, DR – 18. Looking at the enlarged piping layout of the Sludge Holding
Tanks on sheet M – 30 we see the two 8 “ ductile iron lines coming out from
under the tank slabs to two 8 “ MJ plug valves then coming to an 8 “ MJ tee
fitting, then branching off to the south. The line coming out of the tanks is ductile
iron and the pipe shown on the yard pipe layout, C – 12 is indicated to be PVC.
We do not know where you want to make the transition from ductile iron to PVC.
Please review and clarify this pipe line material.
Answer:
See Civil Pipe Legend revisions.
fitting, then branching off to the south. The pipe layout on sheet C – 12 is
showing a valve marked # 118, which is a MJ gate valve. Do you want all three
valves installed in this line ? Please review and clarify how many valves are
required.
Answer:
All three valves shall be installed on the line.
fitting, then branching off to the south. Drawing M – 30 is showing a stub out for
future connection. The pipe layout on sheet C – 12 does not show this, it is
different. Which layout should be used for the project ? Please review and
clarify.
Answer:
The layout on Sheet M-30 shall be used.
Question 22: IN PLANT PUMP STATION – DISCHARGE LINE : Drawing C – 13 is showing
the In Plant Pump Station and the discharge line Marked # 20 extending over to
the Headworks Structure. The pipe line description indicated on sheet C – 13 for
Mark item – 20 is “ 8 “ DIP “. Looking at the enlarged detail sheet for the In Plant
Pump Station on sheet M – 43, we see the pump station discharge line going
above ground then turning down 45 deg. to a buried 8 “ MJ 45 bend. At the outer
side of the MJ 45 bend there is a callout for the discharge pipe to be 8 “ PVC ,
Page 8 of 16
DR – 18. This conflicts with the designation given on sheet C -13 for the line.
Please review and clarify which pipe material is to be used for this line.
Answer:
The discharge piping for the In-Plant Pump Station shall be DIP.
Question 23: PLANT POTABLE WATER PIPING : Drawing C – 12 and C – 18 and is
showing line – 27 , 8 “ PVC Potable Water line. The lower right hand corner of
sheet C – 18 is indicating a fitting marked # 159 which is described as an 8 “
PVC 45 deg. Bend, MJ. This line # 27 extends on to sheet C – 12 and lists
another 45 deg. bend with mark item # 159. The line # 27 extends to the left to a
mark item # 162 fitting, an 8 “ x 2 “ PVC tee fitting. Are you indicating that you
want the fittings marked – 162 and 158 to be PVC fittings and not to be ductile
iron fittings? We do not know of a PVC fitting with MJ or mechanical joint ends.
Please review and clarify what is required for these 8 “ Potable Water line fittings.
Answer:
Please see revisions to Pipe Legend.
Question 24: PLANT POTABLE WATER PIPING : Drawing C – 12 and C – 18 and is
showing line – 27 , 8 “ PVC Potable Water line. The line goes to sheet C – 12
and extends across the sheet to a new fire hydrant. Looking in specification
section – 02510, Water Distribution Systems, 2.06, PVC Pressure Pipe, D, it
states that “ water main pipe shall be class 235 ( DR18 ) , “ fire mains shall be
class 305 ( DR14). The line 27 is indicated to be a “ Plant Potable Water “ line,
but is also is supplying water to a fire hydrant. Does this line qualify as a “ fire
main “ ? Please review and clarify this line and the type of pipe to be provided.
Answer:
The line classifies as a fire main.
Question 25: PLANT POTABLE WATER PIPING : Drawing C – 12 is showing mark item – 66
and is described as a “ 6” x 4 “ PVC “. The description is obviously not
complete. This fitting is providing a branch to a line # 28, which is a 2 “ PVC
Potable Water line. Rather than this fitting be a PVC fitting, we are assuming
that a 6 “ MJ 2 “ tapped tee fitting can be provided to provide the 2 “ branch off of
this line. We have noticed several other locations where branches were
indicated to come off of larger lines. We were assuming that we can provide
other MJ tapped tee fittings for these 2” branches. Please review and advise if
these type MJ fittings will be acceptable rather than PVC fittings.
Answer:
MJ tapped Tee Fittings are acceptable.
Question 26: PLANT POTABLE WATER PIPING : Drawing C – 12 is showing mark item – 69,
which is a fire hydrant. Before the fire hydrant there is a 6 “ MJ gate valve mark
item – 67. The fire hydrant is in the branch off of a 6 “ MJ tee fitting, see mark
item – 68. There is a MJ plug in the run of the 6 “ MJ tee, for possibly an
extension of this line. Looking at the standard fire hydrant detail – 20, from Palm
Coast Utilites, it is showing an isolation valve on the branch. Our question is, do
we need to provide a second 6 “ valve before the hydrant ? Was your intention
by the way it was drawn that the 6 “ gate valve before the 6 “ MJ tee, to provide
Page 9 of 16
the isolation of the hydrant ? Please review and clarify the piping configuration of
the fire hydrant and isolation valve.
Answer:
Question 27: LINE – 28 – PVC POTABLE WATER YARD PIPING: Drawing C – 12 is showing
the line – 28 on the east side of the Sludge Dewatering Building. The line is
shown branching off of the line – 27 at the MJ tapped tee fitting # - 66. The line –
28 is shown extending north to the first 2 “ PVC 90 bend, mark item – 71, turning
east and continuing to the Sludge Handling Building. Before the line reaches the
Sludge Handling Building there is a branch line coming off of the line – 28 at a
tee fitting – 87. The description for this mark item – 87 fitting is “ 3 “ PVC tee,
solvent weld “ . Just above the tee fitting is a gate valve symbol with mark item
– 135, which is indicated to be a 3 “ gate valve. The pipe line is indicated to be
mark item – 44, which is described to be “ 3 “ PVC RW Service Main “. We
believe is has been mislabeled, since this is coming off of a potable water line.
This line is going up to a hose bibb station, see mark item – 82. Should this line
extending north be shown coming off of the mark item line – 44? Please review
and clarify this potable and service water piping.
Answer:
Mark item 87 does in fact come off a reclaimed line. See mark item 44.
Question 28: DUCTILE IRON BURIED AIR PIPING – YARD : The yard piping drawings are
indicating lines 29, 30 and 31 to be buried air lines to the Equalization Tanks.
We have not found a specification description for buried ductile iron pipe for the
process air piping. We do not know what class of pipe to provide. We did notice
the pipe line and fitting descriptions indicated them to be “ epoxy “ lined. We are
assuming that it is to be the same Protecto 401 epoxy lining as indicated for
other fluid process lines. Please review and clarify.
Answer:
Protecto 401 epoxy lining is acceptable.
Question 29: DRAIN LINE : Drawing M – 40 is showing the Sodium Hypochlorite / Alum Feed
System Building piping. There is a drain line that comes out of the trench at the
center of the building and extends out to the east side. There is no indication if
there is a floor drain where the drain line starts. There is no size indicated for the
drain line nor what pipe material is to be provided. Please review and clarify the
drain line.
Answer:
Question 30: DRAIN LINE: Drawing C– 14 is showing the Sodium Hypochlorite / Alum Feed
System Building . There is a drain line that comes out of the building and
extends out to the east side to the manhole # 1. There is no size indicated for
the drain line nor what pipe material is to be provided. Please review and clarify
the drain line.
Answer:
Page 10 of 16
Question 31: HEADWORKS DRAINS : Drawing C – 13 is showing two gravity sewer lines
marked # 33, extending from the grit dumpster pads over to the In Plant Pump
Station. There is a drain line shown coming away from the east side Grit
Classifier and Auger. It is drawn as if there is a floor drain in the concrete slab,
but there is no mark item indicated at the circular symbol. Looking at the
enlarged piping layout on sheet M – 4, it does not show this drain line. It does
show the 4 “ PVC drain line coming from the grit dumpster pad. Please review
and clarify is there is a floor drain and drain line to be installed at this location.
Answer:
Question 32: HEADWORKS DRAINS : Drawing M – 3, detail – 3, is showing the Grit
Classifier and Auger unit with the 6 “ DIP drain line with a note to connect the DIP
to the 6 “ Gravity Sewer line. Refer to the plan view shown on sheet M – 4. The
drain line is shown coming off of the end of the Classifier unit, which is the south
side. Looking at the yard piping layout for the Headworks Structure, on sheet C
– 13, we do not find this 6 “DIP drain line. Please review and clarify.
Answer:
Question 33: RW SERVICE WATER LINES : Drawings C – 14 and C – 15 are showing
several RW Service Water lines extending up to the Biological Process Tanks
feed hose bibb stations. These lines are marked with number – 42. Looking at
the Piping Legend for this line number indicates that these lines are to be 2 “
PVC RW Service Mains. Looking at the enlarged piping layout for the Biological
Process Tanks on sheet M – 17, we see the Plant Service Water lines extending
up to the tanks. These lines have the mark number – 1 which is indicated to be 1
½ “ PVC lines. There is a conflict between the two sheets. One is showing 2 “
and the other is indicating 1 ½” size lines. Please review and clarify.
Answer:
See revisions to Sheet M-17.
Question 34: PROCESS AIR PIPE BURIED IN THE YARD : Looking at the Blower Pad on
sheet M – 33 we see the two process air lines going down into the ground.
Looking at section – B, the pipe on the right side, which is heading south, is
shown to reduce down in size from 16 “ to 14 “ diameter. Looking at the yard
piping at the Blower Pad we see the process air line extending to the south with
the designation number – 30. Looking at the pipe legend we see that it is
described as a 16 “DIP Air Pipe. Is the line to 14 “or 16 “ diameter ? Please
review and clarify the air piping.
Answer:
See Civil Pipe Legend Revisions.
Question 35: BURIED DUCTILE IRON PROCESS AIR PIPE: Does the buried ductile iron
process air piping have to be restrained as indicated for the water process pipe ?
Please review and clarify.
Answer:
Yes, it needs to be restrained.
Page 11 of 16
Question 36: POTABLE WATER YARD PIPE: The yard pipe drawings are indicating that the
pipe line mark item # - 27 is 8 “PVC potable water. The specifications in section
– 025110 – 5, 2.06 – PVC Pressure Pipe, describes pipe 4 “and larger. Looking
at the yard piping drawings, there is a Potable Water line with mark – 28, that is a
2 “PVC water line. We have not been able to find a specification description for
this size pipe material. We do not know if it is to be schedule 40 or 80 or even
SDR – 21. Please review and clarify.
Answer:
This piping shall be SCH 80.
Question 37: On the Bid Schedule (Section 00200) Note 1 states that the Section 11100 scope
of supply should be carried in Bid Item 1. Section 11100 references several
other sections: 11125, 11140, 11150, 11155, and 13311. Should costs from
these sections be included in Item 1 as well? Also, should sales tax be included
in this Bid Item?
Answer:
Note 1in the Bid Form is revised to refer to Section 11000. Sales tax should not
be included in this Bid Item.
Question 38: Please reference the yard piping plans. The 8” Service Water Line from the
Reclaimed Distribution Pumps Station is marked with Note 46, which per the
Master Piping Legend is 8” PVC C900. The same line on drawing M-27 Section
“C” is marked with Note 56 which calls for “8” DIP MJ”. Please clarify whether
the line should be Ductile Iron Pipe or PVC.
Answer:
Question 39: Please reference the yard piping plans. The 8” Reclaimed Water Recycle Line
from the Reclaimed Water Recycle Pump Station is marked with Note 8, which
per the Master Piping Legend is 8” PVC. The same line on drawing M-29
Section “” is marked with Note 4 which calls for “8” DIP. Please clarify whether
the line should be Ductile Iron Pipe or PVC.
Answer:
Question 40: Master Piping Schedule items 158, 159, 160 and 161 call for 6” and 8” diameter
fittings with MJ connections. Should these be Ductile Iron MJ fittings for use with
C900 pipe?
Answer:
See Civil pipe legend revisions.
Question 41: Please provide a specification for the pre-engineered metal roof trusses.
Answer:
The pre-engineered metal roof trusses shall be installed as shown on the
drawings.
Page 12 of 16
Question 42: Reference Drawing 2A.3: Building Section 1/2A.3 calls for Type A wall to be 12”
concrete block wall. Building Section 2/2A.3 calls for Type A wall to be 8”
concrete block wall. Please clarify.
Answer:
Please refer to Revised Building Section 1/2A.3; Type A wall shall be 8” concrete
block.
Question 43: Reference Drawing 5A.5: Building Section 3/5A.5 calls for Type A walls to be
both 12” concrete block walls and 8” concrete block walls. Please clarify.
Answer:
Please refer to Revised Building Section 3/5A.5, Type A wall shall be 8” concrete
block.
Question 44: Drawing M-35 has as a note detailing sloped grout in the area below the Belt
Filter Presses. Please indicate the depth and slopes of the grout fill to be
provided.
Answer:
See revisions to sheet M-35.
Question 45: Drawing 1A.3, General Note 8, calls for an 8’ high liner wall around interior of
building. Please provide construction details and material specifications as
required for the liner wall.
Answer:
Please refer to Revised Drawing 1A.3; note referring to wall liner has been
eliminated. Not required.
Question 46: Sheet S-17 details a 6” slab on grade, with #5 bar reinforcing, surrounding the
Belt Filter Press recessed area at the Sludge Dewatering Building. Sheets 1A.6
and 1A.7 both detail this slab as 8” thick with WWF reinforcing. Please clarify.
Answer:
The slab shall be a 6” slab on grade, with #5 bar reinforcing.
Question 47: Please reference drawing M-33 Section B. The Air piping running south from the
blowers is shown reduced to 14” diameter as it runs below ground, however this
line is detailed as 16” on the Yard Piping plans. Please clarify the correct size.
Answer:
See Civil pipe legend revisions.
Question 48: Please reference drawing M-35. The drain line running out of the south side of
the building is called out as 12” DIP per Keynote 8. The same line in the yard
piping plans is marked with Keynote 15 which specifies 10” PVC Gravity Sewer.
Please clarify which is correct.
Answer:
The line shall be 12" DIP.
Page 13 of 16
Question 49: In-Plant Pump Station Discharge piping is shown as 8” PVC on Drawing M-43,
and as 8” DIP on the Yard Piping plans (key note 20). Please clarify which is
correct.
Answer:
The piping shall be 8" DIP.
Question 50: Please provide further details on the stairs and operations platform shown at the
belt filter press on Drawings S-17 and M-35.
Answer:
See revisions to Sheet M-35.
Question 51: YARD PIPING – MICRO C-G PIPING : Drawing C – 19 is showing four 2 “ PVC
Micro C-G lines coming out of the west side of the existing Micro C-G Storage
building. Two lines are stubbed out and are capped. Two other lines extend to
the Pre-Anoxic Tanks. Looking at the enlarged piping plan for the Micro C-G
building on drawing M – 39, we only see two Micro C-G lines. Where do the
other two lines come from inside the building? Please review and clarify.
Answer:
See revisions to Sheet C-19
Question 52: POTABLE WATER METER: Drawing C – 18 is showing a 1 “water meter on the
potable water line going to the Workshop and Garage building. We did not find a
detail of a water meter on the drawings. Does the contractor provide the water
meter or does the Palm Coast Utility? Please review and clarify.
Answer:
The Contractor shall provide the meter.
Question 53: Reference drawing M-29. Bullet 4 indicates that the 8” reclaimed water line to
the headworks is to be ductile iron. Reference drawing C-16. Line 8 indicated
that the 8” reclaimed water line to the headworks is to be PVC. Please clarify.
On line 8, there are two PVC 8” 90 bends (reference number 158 in the fitting
legend) and one ductile iron8” 90 bend (reference number 59 in the fitting
legend). Please verify that these fittings are correct.
Answer:
See Civil Sheets Revisions.
Question54: Sheet S-1 indicates a total of eight 18”x18”x12” sumps, in the 20” base slab, at
the Biological Process Tanks. Sheet M-9 confirms this, but Sheet M-17 details
these sumps as 2’-6”x1’-6”x12” deep. Please clarify.
Answer:
The sumps shall be 18”x18”x12” per sheet M-9.
Question55: Sheets M-30 (as well as Section B on sheet M-31) and E-44 appear to show a
supported concrete walkway platform at the Sludge Holding Tanks. There is no
Page 14 of 16
indication of this platform on the S Drawings. Please provide structural details,
including reinforcing, for this.
Answer:
See sheet M-45 for Stair Details.
Question55: Refer to Drawing M-8. Please provide details and specifications for the structural
beams, columns and roof deck shown at the Dumpster Housings.
Answer:
See sheets S-23 and S-24 for details.
Question56: Please confirm that there is no sprinkler system required for this project.
Answer:
See Irrigation Plans for details.
Question 57: Sheet 5A.2 shows a ramp at the northwest corner of the Workshop Building.
Please provide a detail for this ramp.
Answer:
No detail is required as this is not a handicapped ramp with a handrail. The
sidewalk shall be sloped 8% or less with a 5.5” rise.
Question 58: Addendum # 2, item # 1, specification section 01650.1.02.D for startup states the
Contractor shall provide all water or purchase water from the Owner, if
available, that is required for testing of equipment, process subsystems, and
facility start-up. Specification section 01520.2.04.B states that the Owner will
provide reasonable amounts of water for testing at no costs to the Contractor.
Please clarify if water will be provided to the Contractor by the Owner, at no cost
to the Contractor, for testing purposes.
Answer:
Section 01520 is for the temporary Facilities and 2.04B is revised.
Question 59: In Addendum # 2, Item #4, the revised specification Section 09820.1.01.A.1.b
indicates that all above grade exterior concrete walls & slab surfaces of the
process tanks shall receive a cementitious coating. Are the Biological Process
Tanks, the Chlorine Contact Chambers, and the Sludge Holding Tanks to be
considered as process tanks? Please clarify what particular slab surfaces are
being referenced (i.e. traffic surface of 8” concrete slab for walkway at Biological,
traffic surface of 12” concrete slab at Chlorine Contact Chambers, etc.) as these
type surfaces are typically coated with a deck traffic coating.
Answer:
Yes, the Biological Process Tanks, the Chlorine Contact Chambers, and the
Sludge Holding Tanks are considered as process tanks. Deck traffic coating is
acceptable for the slab surface for walkway.
Question 60: Please provide the 100 year flood elevation for the site.
Answer:
It is 35’.
Page 15 of 16
Question 61: Reference drawing M-35. Bullet 8 indicates that the line leaving the Sludge
Dewatering Building towards manhole #2 is a 12” DIP. Reference drawing C-12. Line 15
indicates that the sewer line leaving the Sludge Dewatering Building towards manhole #2 is a
10” PVC pipe. Please clarify.
Answer:
The line shall be 12” DIP.
Drawings:
Added new drawings S-22, S-23, and S-24.
Acknowledgment:
______________________________________________
Signature and Date
______________________________________________
Printed Name and Title
______________________________________________
Company Name
END OF ADDENDUM NO. 6
(39 pages to follow)
Page 16 of 16
SECTION 02512
RECLAIMED WATER DISTRIBUTION SYSTEMS
PART 1 GENERAL
1.01
1.02
1.03
1.04
Section Includes
A.
Piping, fittings and valves, for reclaimed water distribution systems
B.
Testing
Related Sections
A.
Section 00902 - FDEP Supplementary Conditions (Construction)
B.
Section 02320 - Trenching, Bedding and Backfilling
C.
Section 02955 - Cleaning and Flushing Of Underground Piping
D.
Section 15100 - Control Valves
American Iron and Steel Requirements
A.
All of the iron and steel products, including ductile iron pipe, fittings, valves, valve
box lids, and tracer wire used on this project are to be produced in the United
States, subject to the American Iron and Steel requirements outlined in Appendix
D in Section 00902.
B.
Per Section 00902 Appendix D, the term "iron and steel products" means the
following products made primarily of iron or steel: lined or unlined pipes and
fittings, manhole covers and other municipal castings, hydrants, tanks, flanges,
pipe clamps and restraints, valves, structural steel, reinforced precast concrete,
and construction materials.
References
A.
American Water Works Association (AWWA) and American National Standards
Institute (ANSI) latest edition:
1.
ANSI/AWWA C104/A21.4 - Cement Mortar Lining for Ductile Iron Pipe
and Fittings for Water
Reclaimed Water Distribution System
02512-1
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
B.
American Society for Testing and Materials (ASTM) latest edition:
1.
2.
3.
4.
5.
6.
1.05
ANSI/AWWA C105/A21.5 - Polyethylene Encasement for Ductile Iron
Pipe Systems
ANSI/AWWA C110/A21.10 - Ductile Iron and Gray Iron Fittings, 3 Inch
Through 48 Inch, for Water
ANSI/AWWA C111/A21.11 - Rubber Gasket Joints for Ductile Iron
Pressure Pipe and Fittings
ANSI/AWWA C115/A21.15 - Flanged Ductile Iron Pipe with Ductile Iron or
Gray Iron Threaded Fittings
ANSI/AWWA C150/A21.50 - Thickness Design of Ductile Iron Pipe
ANSI/AWWA C151/A21.51 - Ductile Iron Pipe, Centrifugally Cast, for
Water
ANSI/AWWA C153/A21.53 - Compact Ductile Iron Fittings for Water
Service
AWWA C504 - Rubber Seated Butterfly Valves
AWWA C509 - Resilient Seated Gate Valves for Water Supply Service
AWWA C515 - Reduced-Wall, Resilient-Seated Gate Valves for Water
Supply Service
AWWA C550 - Protective Epoxy Interior Coatings for Valves and
Hydrants
AWWA C600 - Installation of Ductile Iron Water Mains and Their
Appurtenances
AWWA C605 - Underground Installation of PVC Pipe and Fittings for
Water
AWWA C800 - Underground Service Line Valves and Fittings
AWWA C900 - PVC Pressure Pipe, and Fabricated Fittings, 4 Inch
Through 12 Inch, for Water Distribution
AWWA C901 - Polyethylene Pressure Pipe and Tubing, ½ Inch Through
3 Inch for Water Service
AWWA C905 - PVC Pressure Pipe and Fabricated Fittings, 14 Inch
Through 48 Inch
AWWA C906 - Polyethylene Pressure Pipe and Fittings, 4 Inch Through
63 Inch for Water Distribution and Transmission
AWWA M23 - PVC Pipe Design and Installation Manual
ASTM A307 - Carbon Steel Bolts and Studs
ASTM A536 - Ductile Iron Castings
ASTM D1784 - Rigid PVC Compounds and CPVC Compounds
ASTM D2000 - Classification System for Rubber Products in Automotive
Applications
ASTM F1674 - Test Method for Joint Restraint Products for Use with PVC
Pipe
ASTM F2164 - Field Leak Testing of Polyethylene (PE) Pressure Piping
Systems Using Hydrostatic Pressure
Submittals
A.
Product data for gaskets, pipe, joints, joint restraint, fittings, valves, coatings.
02512-2
1.06
B.
Product data for all locate wire, tape, markers, warning tape
C.
Piping specialties and installation details.
D.
Certification from the manufacturer that its proposed iron and steel products are
produced in the United States and are in compliance with the requirements in
H.R. 3547, “Consolidated Appropriations Act, 2014,” (Appropriations Act).
E.
Product data and painting schedule for field applied paint and coatings.
F.
Final coat paint colors.
Definitions
Reclaimed Water = water that has received at least secondary treatment and basic
disinfection and is reused after flowing out of a domestic wastewater treatment facility.
1.07
Product Delivery, Storage, and Handling
Exercise care in transporting and handling pipe and fittings in order to avoid damage to
materials or coatings. Lifting shall be by hoist or on skids when hand lifting is not
feasible. Dropping shall not be permitted. Store pipe as recommended by the
manufacturer. Damaged pipe and fittings shall be replaced.
PART 2 PRODUCTS
2.01
Ductile Iron Pipe
A.
Buried pipe shall conform with ANSI/AWWA C150/A21.50 and C151/ A21.51,
and shall have a minimum working pressure of 150 psi. Buried pipe shall comply
with the following pressure class (PC) designations unless otherwise indicated on
the Drawings:
1.
2.
3.
B.
Exposed pipe 4 inches and larger shall be flanged and shall conform with
AWWA/ANSI C115/A21.15, and shall have a minimum working pressure of 150
psi. Flanged pipe shall comply with the following thickness class (TC)
designations unless otherwise indicated on the Drawings:
1.
2.
C.
2.02
12 inch diameter and smaller = PC 350
14 inch through 24 inch diameter = PC 250
30 inch through 64 inch diameter = PC 200
4 inch diameter = TC 54
6 inch through 24 inch diameter = TC 53
All flanges shall be class 125, and shall be fully machine faced after being
screwed tightly on the pipe. Bolts and nut shall conform to ASTM A307, Grade B.
Fittings for Ductile Iron and PVC Pipe
02512-3
2.03
2.04
2.05
A.
Fittings shall be manufactured of ductile iron, conforming to ANSI/AWWA
C110/A21.10 or ANSI/AWWA C153/A21.53.
B.
All full body (C110/A21.10) fittings shall be pressure rated to 250 psi, minimum.
All compact fittings (C153/A21.53) shall be pressure rated to 350 psi, minimum.
C.
Fitting joints shall be compatible with the type of pipe in use or specified, e.g.,
flange fittings for flange pipe and mechanical joint for mechanical joint pipe and
push-on joint pipe.
Linings and Coatings for Ductile Iron Pipe and Fittings
A.
Interior lining shall be standard thickness cement mortar lining and bituminous
seal coat, conforming to ANSI/AWWA C104/A21.4.
B.
Exterior coating for buried pipe and fittings shall be a petroleum asphaltic coating
in accordance with ANSI/AWWA C110/A21.10.
C.
All exposed pipe and fittings shall be painted with a three coat system. The first
coat shall be primer, 2.5-3.5 mil Dry Film Thickness (DFT) Tnemec Series 135
ChemBuild or approved equal; the intermediate coat shall be 4.0-10.0 mil DFT
Tnemec Color Hi-Build Epoxoline II Series N69 or approved equal, and the final
coat shall be 2.0-3.0 mil DFT Tnemec EnduraShield Series 73 or approved
equal. The final coat paint color shall be as selected by the City.
Joints for Ductile Iron Pipe and Fittings
A.
Mechanical and push-on joints shall be rubber gasketed, conforming to
ANSI/AWWA C111/A21.11. Mechanical joint bolts and nuts shall conform to
ASTM A307, Grade B. Ductile iron glands shall be provided with ductile iron
pipe.
B.
Lubricants other than that furnished by the pipe manufacturer with the pipe shall
not be used.
Restrained Joints for Ductile Iron Pipe and Fittings
A.
Restrained joints for ductile iron pipe bell joints shall be American Fast Grip
Gasket, McWane Sure Grip 350 Gasket, U.S. Pipe Field Lok 350 Gasket, or
EBAA Iron Mega Lug Series 1100HD.
B.
Restrained joints for ductile iron pipe and fitting mechanical joints shall be EBAA
Iron Mega Lug Series 1100, Star Grip Series 3000, or Tyler Union Tuf-Grip
Series TLD.
C.
Locking bell joint restraint shall be American Flex Ring Joint, American Lok-Ring
Joint, or U.S. Pipe TR-Flex.
02512-4
D.
2.06
2.07
2.08
2.09
Pipe joints shall be restrained upstream and downstream of fittings in accordance
with the manufacturer’s requirements or the table shown in the Drawings,
whichever is greater.
PVC Pressure Pipe
A.
Pipe 4 inch through 12 inch diameter shall conform to AWWA C900.
B.
Pipe 14 inch through 30 inch diameter shall conform to AWWA C905.
C.
Pipe and fittings for PVC pipe smaller than 4 inch diameter shall be Schedule 80
PVC per ASTM D1784.
D.
Pipe shall conform to ASTM D1784, Type I, Grade I, 4000 psi design stress, and
shall be National Sanitation Federation (NSF) approved.
E.
Reclaimed water main pipe shall be class 235 (DR18). All pipe shall contain
markings on each section showing conformance to the above specifications.
F.
PVC pipes shall be color coded purple and stenciled (0.75-inch lettering on the
pipe in at least three areas per pipe section) “Reclaimed Water Main”.
PVC Pressure Pipe Joints
A.
Joints shall be rubber gasketed conforming to AWWA C900 or C905
B.
The bell shall be integral with the pipe and of equal or greater pressure rating.
The bell of pipe and fittings using push-on joints shall have an integral groove to
retain the gasket in place.
C.
Provide adapters as required to join PVC pipe to pipe, fittings and equipment of
other materials.
Restrained Joints for PVC Pressure Pipe
A.
Restrained joints for PVC pipe mechanical joints shall be Tyler Union Series
2000 Tuf Grip TLP, JCM Sur-Grip Bell Restrainer, Ford Uni-Flange Series 1500
Circle Lock, or EBAA Iron Mega Lug Series 2000PV.
B.
Restrained joints for PVC pipe push on joints shall be EBAA Iron Mega Lug
Series 1500 or Series 1600 (C900 PVC), Series 2800 (C905 PVC), Ford UniFlange Series 1390, or Smith-Blair Bell-Lok Series 165.
C.
Pipe joints shall be restrained upstream and downstream of fittings in accordance
with the manufacturer’s requirements or the table shown in the Drawings,
whichever is greater.
Polyethylene Pipe and Fittings (4 Inches and Larger)
02512-5
2.10
A.
Polyethylene pipe and fittings shall be in accordance with AWWA C906, standard
code designation standard code designation PE 3408. Pipe 4-30 inch diameter
shall be DR11, PC 160. The manufacturer shall certify that the materials used to
manufacture pipe and fittings meet these requirements. The pipe sizing shall be
in accordance with Ductile Iron Sizing System (DIOD). Pipe using the newer
ASTM designations for the material is acceptable, provided it is stamped
“PE3408/PE4710 - AWWA C906” or “PE3408/PE3608/PE4710 - AWWA C906”.
B.
Polyethylene mechanical joint adapters and flange adapters shall be
manufactured in accordance with AWWA C906. Mechanical joint adapters shall
be fitted with gland rings pressure rated equal to or greater than the mating pipe,
and shall be made with sufficient through-bore length to be clamped in a heat
fusion joining machine without the use of sub-end holder. The sealing surface of
the flange adapter shall be machined with a series of small v-shaped grooves to
provide gastketless sealing, or to restrain the gasket against blow-out.
C.
Below grade HDPE pipe terminations shall be fitted with a mechanical joint
adapter kit that will enable the HDPE pipe to be joined with mechanical joint
fittings. The adapter shall be AWWA compliant, and the pressure rating for the
adapter shall match the pressure rating for the HDPE pipe. Mechanical Joint
adapter kits shall be manufactured in standard DIPS sizes for connecting DIPS
sized polyethylene pipe to mechanical joint fittings and shall contain a HDPE
anchor fitting, stainless steel reinforcing collar, AWWA C110 ductile iron gland
ring, gasket and extra length T-bolts.
D.
Back-Up Rings and Flange Bolts. Flange adapters shall be fitted with lap joint
flanges pressure rated equal to or greater than the mating pipe. The lap joint
flange bore shall be chamfered or radiused to provide clearance to the flange
adapter radius. Flange bolts and nuts shall be grade 2 or higher.
E.
All polyethylene pipe shall be black, and shall contain a continuous purple
colored stripe, 2 inches wide, located at no greater than 90 degree intervals
around the pipe.
Polyethylene (PE) Pressure Pipe and Tubing, Joints and Fittings (½ Inch through 3
inch)
A.
Polyethylene pipe and tubing used for service lines ½-3 inch diameter shall be
purple polyethylene in accordance with AWWA C901, standard code designation
PE 4710, SDR 9 (outside diameter based dimension ratio), 250 psi. Pipe and
fittings shall be NSF approved for the usage to which they are to be applied.
B.
Joints in SDR-PR PE pipe shall be butt heat fusion or socket heat fusion type.
C.
Fittings shall be manufactured of the same material as the pipe and shall be of
the same DR.
D.
Provide adapters as required to join PE pipe-to-pipe, fittings and equipment of
other materials.
02512-6
2.11
Service Saddles
Service saddles shall meet the requirements of AWWA C800 and shall consist of epoxy
coated ductile iron bodies in accordance with ASTM A536, with double stainless steel
straps, bolts, washers and nuts. Stainless steel shall be Type 304, and nuts are to be
Teflon coated. The ductile iron body is to be fusion bonded nylon coated, minimum
thickness 12 mils, outlet of saddle is to have NPT threads. Service saddles shall be
manufactured by Ford, Mueller, or Smith-Blair.
2.12
Tapping Sleeves
Tapping sleeves are to be 18-8 type 304 stainless steel and stainless steel outlet, as
manufactured by JCM or approved equal.
2.13
Polyethylene Encasement – N/A
2.14
General Valve Requirements
A.
Unless otherwise indicated or specified, all valves two inches and smaller shall
be all brass or bronze; valves over two inches shall be iron body, fully bronze or
bronze mounted.
B.
Where required for satisfactory operation of valves, provide valve operators,
extension stems, stem guides, cast iron valve boxes, floor boxes, handwheels,
operator stands, position indicators, and other valve appurtenances. Extension
stems shall be complete with guide bearings, wrench nut, and tee handle
wrench. All machinery stuffing boxes shall be packed with material selected for
the service intended. Maintain all packing until final acceptance by the City.
C.
Manufacturer's name, service, and pressure marking shall be cast into the body.
D.
Valve operators shall be sized for operation at the pressure and flow conditions
required for proper operation.
E.
Extension stems shall be provided for all valves in buried locations and in other
locations where indicated on the Drawings.
F.
Extension stems shall be fabricated from solid steel shafting not smaller in
diameter than the stem of the valve or from galvanized steel pipe having an
internal diameter not smaller than the diameter of the valve stem. Stem
couplings shall be both threaded and keyed to the coupled stems and shall be of
standard design and construction. Pipe couplings will not be acceptable.
G.
Stems for buried valves shall extend to within 6 inches of the surface of the
ground. Each extension stem shall be connected to the valve operator with a
suitable universal joint type coupling. All connections shall be pinned. Each
extension stem shall be provided with spacers which will center the stem in a
valve box having an inside diameter of approximately 5 inches, and shall be
equipped with a standard AWWA wrench nut as described in AWWA C500,
except where handwheels are indicated.
02512-7
2.15
2.16
Linings and Coatings for Valves
A.
Exterior coating on buried valves shall be rust inhibiting epoxy primer, followed
by a coal tar epoxy, total minimum dry film thickness of 16 mils, applied at the
factory. Exterior coating of exposed valves shall be factory applied rust inhibiting
epoxy primer, minimum 3 mils dry film thickness.
B.
After installation, exterior surfaces shall be painted with a two coat system. The
first coat (intermediate coat) shall be 4.0-10.0 mil DFT Tnemec Color Hi-Build
Epoxoline II Series N69 or approved equal, and the final coat shall be 2.0-3.0 mil
DFT Tnemec EnduraShield Series 73 or approved equal. The final coat paint
color shall be as selected by the City.
C.
The interior of valves with a cast iron or ductile iron body shall be coated with an
epoxy protective coating meeting NSF International Standard 61 and AWWA
C550.
Gate Valves
A.
Gate valves 3 inches and larger shall be resilient wedge gate valves, conforming
to AWWA C509 or AWWA C515. The valves shall be iron body, cast iron fully
encapsulated molded rubber wedge complying with ASTM D2000, non-rising
stem with O-ring seals. Valves shall open counterclockwise. Resilient wedge to
be US Food and Drug Administration approved for potable water and have an
EPDM visible marking.
B.
Valves shall have an unobstructed waterway equal to or greater than the full
nominal diameter of the valve.
C.
All valves will have 250 psig working pressure and a 500 psi static test pressure.
The valves shall be non-rising stems and the stem material shall be 18-8
stainless steel, Type 304, ANSI 420/ASTM A276 with no measurable level of
lead content. Valves shall have two upper o-ring seals on the stem above the
thrust collar and at least one o-ring seal below the collar so designed to allow for
replacement of the upper o-rings with the valve under full operating pressure.
Valves shall have thrust washers located above and below the thrust collar to
insure a smooth frictionless operation.
D.
All valves shall have a 2 inch ductile iron wrench nut with direction of valve
operation clearly visible when looking down on the nut. Hold down nut or bolt
shall be Type 316 stainless steel. All exterior bonnet and thrust collar fasteners,
whether recessed or exposed, are to be Type 316 Stainless Steel and marked by
type.
E.
The waterway seat area will be smooth without ridges or cavities and valves will
have full size bore throughout the flow-way. All valves will be hydrostatically
pressure tested prior to shipment in accordance with AWWA C509 and are to be
covered by the manufacturers Ten Year Limited Warranty from date of purchase
by the end user.
02512-8
2.17
F.
The resilient sealing mechanism shall provide zero leakage at test and normal
working pressure when installed with the line flow from either direction.
G.
Gate valves larger than 12 inches shall be resilient seated and shall include
either spur gear actuators (for valves to be installed in a vertical position) or bevel
gear and side actuators (for valves to be installed in a horizontal position).
H.
Standard gate valves 2½ inches and smaller shall be Class 150 bronze gate
valves by Powell Valves or approved equal.
I.
Gate valves 3”-12” shall be American Flow Control Series 2500, Clow Series F6100, or Mueller Series A-2360.
J.
Gate Valves large than 12 inches shall be American Flow Control Series 2500 or
Mueller Series A-2361.
Tapping Valves
Tapping valves shall be resilient seated gate valves and shall conform to the
requirements of AWWA C509. Tapping Valves shall be American Flow Control Series
2500, Clow Series F-6100, or Mueller Series A2361.
2.18
Butterfly Valves (N/A) - Refer to Section 15100 for Electrically Operated Butterfly
Valves
2.19
Air Release Valves
2.20
A.
Air release valves along the below grade reclaimed water transmission main
shall be single body air release valves designed to release large quantities of air
at start up and release air in operation.
B.
Air release valves shall be made of a reinforced nylon body, foamed
polypropylene float, NBR 70 O-ring and reinforced nylon base.
C.
Air release valves shall be capable of withstanding operating pressures of 150
psi.
D.
Valves shall be ARI S-021.
Corporation Stops
Corporation stops shall be 1 inch, 1½ inch, 2 inch, or 2½ inch brass ball type, equipped
with connections suitable for service piping. Conformance with AWWA C800 and C901
is required. Corporation stops shall be Ford FB1000 or McDonald 4701B-22.
2.21
Curb Stops
Curb stops shall be manufactured of 85-5-5-5 bronze conforming to ASTM B62.
Conformance with AWWA C800 and C901 Is required. Curb stops at meters shall be
02512-9
sized to match the meter size. Curb stops shall be ball type reduced type Ford B11333W or McDonald 6101W. Curb stops at meters shall be ball type compression Ford
B43-342W, B43-777W or McDonald 6100MW-22.
2.22
2.23
Valve Boxes
A.
All buried valves shall be provided with adjustable valve boxes approximately 5
inches in square and shall be heavy duty traffic rated.
B.
Valve boxes shall be cast iron. Valve box lids shall be cast iron H-20 load rated.
C.
Valve boxes shall be of sufficient length to operate all valves buried in the
ground. Valve boxes shall consist of base, center section, and top section with
cover. All valve box extensions shall be cast iron.
D.
Valve box lids in paved areas shall be lockable.
E.
Valve boxes shall be screw type.
F.
Valve boxes shall have valve box covers with the inscription "REUSE" cast
thereon.
G.
All valve box covers shall be painted with a three coat system. The first coat
shall be primer, 2.5-3.5 mil Dry Film Thickness (DFT) Tnemec Series 135
ChemBuild or approved equal; the intermediate coat shall be 4.0-10.0 mil DFT
Tnemec Color Hi-Build Epoxoline II Series N69 or approved equal, and the final
coat shall be 2.0-3.0 mil DFT Tnemec EnduraShield Series 73 or approved
equal. The final coat paint color shall be purple as approved by the City.
H.
Acceptable manufacturers: Tyler Union, Sigma Corporation, Star Pipe Products.
Curb Boxes
Boxes for curb stops shall be manufactured of heavy cast iron and shall be of the
telescopic type with a tar base enamel coating inside and outside. Base of curb boxes
shall be Minneapolis type. Covers for curb boxes shall be marked “Reclaimed Water”.
2.24
ARV Boxes
Air Release valves shall be installed in a precast manhole in accordance with the
Drawings.
2.25
Line Stops - N/A
2.26
Meter Boxes - N/A
2.27
Pipeline Identification Tape
02512-10
2.28
A.
Identification tape shall be an inert plastic film specifically formulated for
prolonged underground use. Minimum thickness 4 mils, width 6 inches, letter
size 1 inch. Lettering shall be continuous.
B.
Tape shall be the standard product of a manufacturer regularly engaged in the
supply of this tape. Provide tape with adhesive backing for attachment to pipe.
C.
Identification tape shall be color coded purple with black or yellow lettering
"RECLAIMED WATER MAIN".
Pipeline Warning Tape
Warning tape shall be 6 inch wide vinyl continuous tape, for identification and warning
purposes. It shall be color coded purple with black lettering “CAUTION: RECLAIMED
WATER MAIN BURIED BELOW”.
2.29
Locating Wire and Tracer Wire
A.
Locating wire along open cut pipeline shall be color-coded 10 gage continuous
insulated wire. Color coding shall be purple.
B.
Tracer wire along directional bored pipeline shall be color-coded 10 gauge
continuous insulated wire, with HDPE jacket (min. thickness of 45 mils)
specifically manufactured for use in horizontal directional drill installations. The
color of the wire jacket shall be purple.
PART 3 EXECUTION
3.01
General Installation Requirements
A.
All lengths of pipe shall be dimensioned accurately to measurements established
at the site, and shall be worked into place without springing or forcing.
B.
Cut all pipe and drill all holes that may be necessary. Cut sections of pipe shall
be reamed or filed to remove all burrs. The pipe interior and joints shall be
thoroughly cleaned before being installed and kept clean during construction.
C.
All changes in direction shall be made with fittings or approved joint deflection.
Bending of pipe, except copper and polyethylene, is prohibited. Joint deflection
shall not exceed 75 percent of the manufacturer's recommended maximum
deflection.
D.
Any transition from one pipe size to another shall be made with a reducing fitting.
Reducing bushings are prohibited except where specifically indicated on the
Drawings or approved by the Engineer.
E.
Make adequate provision for expansion and contraction of piping.
F.
Trenching, bedding and backfilling shall be in accordance with Section 02320.
02512-11
3.02
G.
Valves shall be installed in all pipe ahead of appliances and equipment not
furnished with stops, and elsewhere as required for proper control and isolation
of sections of systems for maintenance purposes.
H.
Minimum cover over pipe shall be 36 inches.
Concrete Cradles and Encasement
Concrete cradles and encasement shall be as indicated on the Drawings, or as directed
by the Engineer. All concrete cradles and anchors shall be of Class B concrete.
3.03
Separation of Non-Potable and Potable Water Lines
A.
The horizontal separation between water mains and sanitary sewer, storm sewer,
wastewater force mains, stormwater force mains, reclaimed water mains and
onsite sewage treatment and disposal systems shall be in accordance with the
following:
1.
2.
3.
B.
The outside of water mains shall be a minimum of three feet from the
outside of any existing or proposed storm sewer, stormwater force main,
vacuum type sanitary sewer and reclaimed water main.
The outside of water mains shall be a minimum of six feet from the
outside of any existing or proposed gravity sanitary sewer and
wastewater force main. The minimum horizontal separation distance
between the outside of water mains and the outside of gravity sanitary
sewers can be reduced to three feet where the bottom of the water main
is at least six inches above the top of the sewer.
The outside of water mains shall be a minimum of ten feet from all parts
of any existing or proposed onsite sewage treatment and disposal system
such as septic tanks, drainfields, and grease traps. Onsite sewage
treatment and disposal systems do not include package sewage
treatment facilities and public wastewater treatment facilities.
The vertical separation between water mains and sanitary and storm sewer,
wastewater or stormwater force mains, and reclaimed water mains shall be in
accordance with the following:
1.
2.
Wherever possible, water mains shall cross over existing or proposed
gravity sanitary sewer, vacuum type sanitary sewer, and storm sewer, so
the outside of the water main is at least six inches above the outside of
the sewer. Where it is not possible for the water main to cross over
existing or proposed gravity sanitary sewer, vacuum type sanitary sewer,
and storm sewer, then the water main can cross under these types of
pipeline systems provided the outside of the water main is at least 12
inches below the outside of the pipeline. At the crossing, the proposed
pipe joints shall be arranged so that all water main joints are at least three
feet from vacuum type sanitary sewer or storm sewer joints, and at least
six feet from gravity sanitary sewer joints.
Wherever possible, water mains shall cross over existing or proposed
reclaimed water mains, wastewater force mains and stormwater force
02512-12
mains. Whether the water main crosses over or under these types of
pipeline systems, the outside of the water main shall be at least 12 inches
from the outside of the existing or proposed reclaimed water main,
wastewater force main and stormwater force main. At the crossing, the
proposed pipe joints shall be arranged so that all water main joints are at
least three feet from reclaimed water main joints and stormwater force
main joints, and at least six feet from the joints of wastewater force mains.
C.
No water main shall pass through or come in contact with any part of a sanitary
sewer manhole.
D.
The following are acceptable alternative construction features to be considered
for cost evaluation with no guarantee they will be approved for implementation
where it is not possible to meet the separation requirements. Exceptions from
meeting the pipe separation requirements, without mitigation, shall be allowed
only by FDEP if technical or economic justifications for each exception provided
by the Engineer are acceptable to FDEP and are only to be implemented upon
receipt of expressed written consent from the Engineer and approval from FDEP
on a case by case basis. All possible measures to achieve compliance with the
pipe separation requirements shall be considered first along with design changes
to meet the requirements before the Engineer submits a justification of an
exception to FDEP for approval. Implementation of these measures without the
expressed written consent of the Engineer and approval by FDEP could result in
the requirement that the installed unapproved measures be removed and
replaced at no cost to the City.
1.
Where a water main is less than the required minimum horizontal
distance from another pipeline or where a water main crosses another
pipeline and joints in the water main are less than the minimum required
distance between the joints in the other pipeline:
a.
b.
c.
2.
Where a water main is less than three feet horizontally from another
pipeline or where a water main crosses another pipeline less than the
required minimum separation:
a.
3.04
Use of pressure rated pipe conforming to AWWA standards for a
gravity or vacuum type pipeline.
Use of welded, fused, or otherwise restrained joints for either
pipeline.
Use of watertight casing pipe or concrete encasement at least four
inches thick for either pipe.
Use of pipe or casing pipe, having high impact strength (at least
equal to 0.25 inch thick ductile iron pipe), or concrete encasement
at least four inches thick for the water main and for the other
pipeline if the other pipeline coveys wastewater or reclaimed
water.
Plugs
02512-13
3.05
3.06
3.07
A.
Installed piping systems shall be temporarily plugged at the end of each day's
work, or other interruption to progress on a given line. Plugging shall be
adequate to prevent entry of small animals or persons into the pipe or the
entrance or insertion of deleterious materials.
B.
Standard plugs shall be inserted into all dead-end pipes, tees, or crosses; spigot
ends shall be capped; flanged and mechanical joint ends shall have blind flanges
of metal.
C.
Plugs installed for pressure testing shall be blind flanges fully secured and
blocked to withstand the test pressure.
D.
Where plugging is required because of contract division or phasing for later
connection, the ends of such lines shall be equipped with a permanent type plug
or blind flange. Installation or removal of such plugging shall be considered
incidental to the work.
Ductile Iron Pipe
A.
Mechanical joints: install according to the manufacturer's specifications. Socket
and gasket shall be clean and gasket shall be properly centered before joint is
made.
B.
Push-On Type Joints: Remove any foreign matter in the gasket seat, wipe gasket
clean, flex and place in socket. Apply thin film of lubricant to inside surface of
gasket. Complete joint assembly by forcing the plain end of the entering pipe
past the gasket until it makes contact with the bottom of the socket.
C.
Flanged Joints: Bolt flanged joints with care so there is no restraint on the
opposite end of the piece, which would prevent pressure from being evenly and
uniformly applied upon the gasket. The pipe or fitting must be free to move in
any direction while bolting. Gradually tighten bolts, each in turn, at a uniform rate
of gasket compression around the entire flange.
O-Ring Type Push-On Joints for PVC Pipe
A.
Clean the pipe end and the bell thoroughly. Insert O-Ring gasket, making certain
it is properly oriented. Lubricate the spigot well with an approved lubricant; do
not lubricate the bell or O-ring. Insert the spigot end of the pipe carefully into the
bell until the reference mark on the spigot is flush with the bell.
B.
Field cut pipe shall be beveled, have all burrs removed, and shall have a
reference mark applied the correct distance from the end.
Butt Heat Fusion Joints for PE (Polyethylene) Pipe
A.
Equipment for butt heat fusion joints shall be as recommended by the pipe
manufacturer.
02512-14
B.
3.08
3.09
Carefully face pipe ends and check for squareness prior to heating ends. Apply
clamps as necessary to match outside pipe end diameters. Follow the pipe
manufacturer's recommendations concerning temperature, melt time, heat soak
times, and joining time. Maintain joining pressure until pipe has cooled to a
temperature of 150-160 degrees F. Handle pipe carefully until joint has returned
to ambient temperature. Inspect all joints carefully for any irregularities; cut out
and re-do all defective joints.
Socket Heat Fusion for PE (Polyethylene) Pipe
A.
Equipment for socket heat fusion shall be as recommended by the pipe
manufacturer.
B.
Bevel the pipe end and remove burrs before making joint. Clean heating tool
thoroughly and, if tool is not Teflon coated, spray with a silicone release solution.
Heat tool to the temperature recommended by the pipe manufacturer. Place
both pipe and fitting on the tool until the correct degree of melt is achieved.
Remove pipe and fitting from the tool simultaneously and insert the pipe squarely
into the fitting; do not turn pipe or fitting during insertion. Avoid any movement of
the joint for 10 to 15 seconds. Handle pipe carefully until the joint has returned to
ambient temperature.
Polyethylene Pipe Joining (4 Inches and Larger Pipe)
A.
Joints between plain end pipes and fittings shall be made by butt fusion, and
joints between the main and saddle branch fittings shall be made using saddle
fusion using only procedures that are recommended by the pipe and fitting
manufacturer. The Contractor shall ensure that persons making heat fusion
joints have received training in the manufacturer's recommended procedure. The
Contractor shall maintain records of trained personnel, and shall certify that
training was received not more than 12 months before commencing construction.
External and internal beads shall not be removed.
B.
Upon request, the manufacturer shall provide training in the manufacturer's
recommended butt fusion and saddle fusion procedures to the Contractor's
installation personnel, and to inspectors representing the City.
C.
Mechanical joints are only allowed where joining polyethylene pipe to another
material. Mechanical couplings shall be fully pressure rated and fully thrust
restrained such that when installed in accordance with manufacturer's
recommendations, a longitudinal load applied to the mechanical coupling will
cause the pipe to yield before the mechanical coupling disjoins. External joint
restraints shall not be used in lieu of fully restrained mechanical couplings.
Mechanical joints and flange connections shall be installed in accordance with
the manufacturer's recommended procedure. Flange faces shall be centered
and aligned to each other before assembling and tightening bolts. In no case
shall the flange bolts be used to draw the flanges into alignment. Bolt threads
shall be lubricated, and flat washers shall be fitted under the flange nuts. Bolts
shall be evenly tightened according to the tightening pattern and torque step
recommendations of the manufacturer. At least 1 hour after initial assembly,
02512-15
flange connections shall be re-tightened following the tightening pattern and
torque step recommendations of the manufacturer. The final tightening torque
shall be 100 ft-lbs or less as recommended by the manufacturer.
D.
Branch connections to the main shall be made with saddle fittings or tees.
Polyethylene saddle fittings shall be saddled fused to the main pipe per Heat
Fusion Joining.
3.10
Polyethylene Encasement Installation – N/A
3.11
Buried and Exposed Valves
3.12
A.
Buried valves 6 inch diameter and larger shall be set on a foundation of solid
concrete or stone not less than 8 inches thick nor less than one cubic foot in
volume. Foundations shall be set on firmly compacted ground.
B.
The height of the valve and its supporting foundation shall conform to the height
of the connecting pipe. Valves shall be set in a vertical position, except where
indicated on the Drawings or as determined in the field to require a horizontal
installation as determined by the Engineer and City. Where valves are required
to be installed in a horizontal position, provide with a bevel gear side actuator.
C.
Exposed valves shall be installed in a vertical position wherever possible. Unless
otherwise indicated or directed by the Engineer, valve stems shall never be
below a horizontal position.
D.
Open and close each valve observing full operation prior to installing successive
lengths of pipe.
Air Release Valves
Air release valves shall be placed at high points of the pipeline to permit escape of
trapped air and at locations indicated on the Drawings. The valve size, location and
method of installation shall be indicated on the Drawings or as directed by the Engineer.
3.13
Valve Boxes and Curb Boxes
A.
Boxes shall rest on the valve and shall be adjusted so that the cover may be set
flush with paving; in areas without paving, set the cover as directed by the
Engineer. Boxes shall be set to allow equal movement above and below finish
grade.
B.
The base of the box shall be centered over the valve, and the top of the base
section shall be approximately on line with the nut on top of the valve stem. The
entire assembly shall be plumb.
3.14
Line Stops - N/A
3.15
Meter Boxes - N/A
02512-16
3.16
Installation of Identification and Warning Tape
A.
Install identification tape on all pipelines. Place tape as follows:
1.
2.
3.
3.17
3.18
2 inch through 8 inch diameter pipe - center along top half of pipe
10 inch through 18 inch diameter pipe - place along both sides of the top
half of pipe
20 inch diameter and larger pipe - place on both sides of top half of pipe
with a third strip centered along top half of pipe
B.
Place tape from joint to joint on every section of pipe.
C.
Install warning tape along all pipelines. Install 2 feet above pipe, minimum of 1
foot below grade.
Locator and Tracer Wire
A.
Install locator wire along all pressurized pipelines 4 inch diameter and larger.
B.
Terminate locator wires at top of the valve box with 12 inches of extra wire.
C.
Install required tracer wire along polyethylene pipe prior to pulling through bore
hole. Tape wire to pipe every 5 feet minimum along the pipeline.
D.
Test the locate wire and tracer for continuity and submit report documenting the
continuity testing. Repair or replace locate wire at failed test locations as
directed by the City.
Testing General Requirements
A.
Hydrostatic testing shall be in accordance with AWWA C600 (Ductile iron water
mains), AWWA C605 (PVC water mains) and ASTM F2164 (polyethylene water
mains).
B.
Test procedures and method of disposal of water shall be approved by the
Engineer. All tests shall be made in the presence of the Engineer and the City.
Preliminary tests made by the Contractor without being observed by the Engineer
will not be accepted. Notify the Engineer and the City at least 48 hours before
any work is to be inspected or tested.
C.
All defects in piping systems shall be repaired and/or replaced and retested until
acceptable. Repairs shall be made to the standard of quality specified for the
entire system.
D.
Sections of the system may be tested separately, but any defect which may
develop in a section previously tested and accepted shall be promptly corrected
and retested. Pressure tests shall be made between valves to demonstrate
ability of valves to sustain pressure.
02512-17
3.19
E.
Provide all necessary test equipment. Increments on gages used for pressure
pipe testing shall be of scaled to the nearest 1 psi. Gages, pumps, and hoses
shall be in good working order with no noticeable leaks.
F.
Tests for any exposed piping shall be made before covering and insulation is
placed.
G.
The pressure and leakage test for buried piping shall be made after all jointing
operations are completed and restraints have been in place at least seven days.
Lines tested before backfill is in place shall be retested after compacted backfill is
placed.
H.
All service connections to reclaimed water mains shall be completed prior to
testing.
I.
Sections of piping between valves and other short sections of line may be
isolated for testing. If shorter sections are tested, test plugs or bulkheads
required at the ends of the test section shall be furnished and installed by
Contractor, together with all anchors, braces, and other devices required to
withstand the hydrostatic pressure without imposing any thrust on the pipe line.
Contractor shall be solely responsible for any damage that results from the failure
of test plugs or supports.
J.
All items including valves and controls shall be given a thorough test. The entire
system shall be operated for two days to prove compatibility of equipment and to
achieve proper adjustment for operation. Valves, pipes, tanks, and other items
that are non-operating or occasional-operating shall be tested for ability to meet
design criteria.
Sequence of Testing and Disinfection
A.
The sequence of testing and disinfection shall be as follows:
1.
2.
3.20
Conduct pressure and leakage testing.
Perform flushing.
Pressure and Leakage Testing (PVC and DI Mains)
A.
Piping shall be slowly filled with water and all air expelled. Care shall be taken
that all air valves are installed and open in the section being filled, and that the
rate of filling does not exceed the venting capacity of the air valves.
B.
Apply hydrostatic test pressure of 150 psi for 10 minutes and for such additional
period necessary for the Engineer to complete the inspection of the line under
test. Do not exceed pipe manufacturer's suggested time duration at the test
pressure. If defects are noted, repairs shall be made and the test repeated until
all parts of the line withstand the test pressure.
C.
Apply leakage test pressure of 150 psi. Maintain pressure at a maximum
variation of 5 percent during the entire leakage test. The duration of the leakage
02512-18
test shall be two hours minimum, and for such additional time necessary for the
Engineer to complete inspection of the section of line under test. Leakage
measurements shall not be started until a constant test pressure has been
established. The line leakage shall be measured by means of a water meter
installed on the supply side of the pressure pump.
3.21
D.
No leakage is allowed in exposed piping, buried piping with flanged, threaded, or
welded joints or buried non-potable piping in conflict with potable water lines.
E.
The testing allowance shall be defined as the quantity of water that must be
applied to the pipe section being tested to maintain a pressure within 5 psi of the
specified hydrostatic test pressure. No installation will be accepted if the quantity
of makeup water is greater than that determined by the following formula:
L=
S x D x P 0.5
148,000
L
S
D
P
=
=
=
=
Testing Allowance (quantity of makeup water) in gallons per hour
Length of line being tested, in feet
Nominal internal diameter (in inches) of the pipe.
The average test pressure during the pressure test, in pounds per
square inch (gauge) This actual pressure shall be determined by
finding the difference between the average elevation of all tested
pipe joints and the elevation of the pressure gauge and adding the
difference in elevation head to the authorized test pressure.
F.
All leaks shall be repaired by removing and replacing defective pipe and joints
with pipe and joints free of defects, after which the lines shall be retested. Such
repair and retesting shall be done until the lines pass the specified retest.
G.
All apparent leaks discovered within one year from the date of final acceptance of
the work by the City shall be located and repaired by Contractor, regardless of
the total line leakage rate.
Pressure and Leakage Testing (Polyethylene Mains)
A.
Conduct hydrostatic pressure testing of installed polyethylene pipe in accordance
with ASTM F2164 and as indicated herein.
B.
Piping shall be slowly filled with water and all air expelled. Care shall be taken
that all air valves are installed and open in the section being filled, and that the
rate of filling does not exceed the venting capacity of the air valves.
C.
Subject pipeline to be tested to a 4 hour expansion phase prior to commencing
leakage testing.
Pipeline expansion shall be accomplished by applying
hydrostatic test pressure of 150 psi. In order to compensate for the initial
expansion of the pipeline, add sufficient make-up water at hourly intervals to
return to the required test pressure. At the end of the fourth hour, the test phase
is to commence.
02512-19
D.
At the conclusion of the fourth hour of the expansion phase, fill the pipeline again
with makeup water to return to the test pressure. The test phase shall consist of
a two hour or three hour pressure test, as required by the Engineer. At the end
of the test phase, measure the amount of makeup water required to return to the
test pressure. The pipeline passes the pressure test if the makeup water
required does not exceed the following:
Nominal Pipe
Size (In)
2
4
6
8
10
12
16
18
20
3.22
Allowable Makeup Water (Gallons / 100 Ft Of Pipeline)
Two Hour Test
Three Hour Test
0.11
0.19
0.25
0.4
0.6
0.9
1.0
1.5
1.3
2.1
2.3
3.4
3.3
5.0
4.3
6.5
5.5
8.0
D.
If any defects or leaks are revealed, they should be corrected and the pipeline
retested after a minimum 24 hour recuperation period between tests. Total
testing conducted on a section of pipeline shall not exceed 8 hours within a 24
hour period.
E.
All apparent leaks discovered within one year from the date of final acceptance of
the work by the City shall be located and repaired by Contractor, regardless of
the total line leakage rate.
Placing the Reclaimed Water Main Into Service
The reclaimed water main can only be placed into service upon approval by the City.
END OF SECTION
02512-20
Proposed
Wastewater Treatment
Plant No. 2
Civil Drawings
HAMMOCK
BEACH
ESTATES
N
SECTION 37
THE SANTUARY
SECTION 15
SECTION 10
HAMMOCK
SHORES
LIMITS OF WATER
SERVICE AREA
SECTION 14
SECTION 35
SECTION 9
4B
DUNES COMMUNITY
DEVELOPMENT DISTRICT
4A
3C
6B
3B
3D
THE OAKS/
PALM HARBOR
CITY LIMITS LINE
SECTION 7
SEC.5
6A EE
SECTION 12
SECTION 8
HAMMOCK
DUNES
BB
HAMMOCK
ON THE RIVER
SECTION 1
LIMITS OF
WATER
SERVICE AREA
PALM COAST
WWTF LOCATION
3A
WTP NO. 1
SECTION 11
AA
IA
C10
CC
SECTION 13
IC
C1
C8
81N
C5
C7
C6
IB
C4
FORREST
PARK
81E,F
C2
DD
C9
C3WWTP.
SECTION 21
81A,B,C
81M
SECTION 20
SECTION 25
WASTEWATER
SERVICE AREA
SECTION 18
SECTION 22
WASTEWATER
SERVICE AREA
SECTION 19
SECTION 27
SECTION 24
PALM COAST
PLANTATION
SECTION 23
SECTION 32
SECTION 26
OCEAN CITY U
SECTION 30
SECTION 33
CITY LIMITS LINE
SECTION 31
SECTION 28
SECTION 29
G-1
G-2
G-3
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
C-20
C-21
C-22
C-23
C-24
C-25
Structural Drawings
S-0
S-0.1
S-0.2
S-1
S-2
S-3.1
S-3.2
S-3.3
S-3.4
S-3.5
S-4
S-5
S-6
S-7
S-8
S-9
S-10
S-11
S-12
S-13
S-14
S-15
Cover Sheet
Index Of Sheets, Standard Abbreviations, and Location Map
General Notes
Survey - Cover Sheet
Survey - Boundary
Survey - Wetland Locations
Existing Topography
Site Dimension Plan
Site Grading Plan
Paving, Grading, and Drainage Details
Erosion Control Plan
Erosion Control Notes and Details
General Piping Symbols
Overall Piping Plan
Site Piping Plan
Site Piping Plan
Site Piping Plan
Site Piping Plan
Site Piping Plan
Site Piping Plan
Site Piping Plan
Site Piping Plan
Yard Piping Details 1
Miscellaneous Piping Details 1
Miscellaneous Piping Details 2
Miscellaneous Civil Details
LEHIGH R.R
Landscape Drawings
C11
SECTION 34
C12
BUNNELL
FLAGLER BEACH
C13
FLAGLER COUNTY AIRPORT
Standard Abbreviations
AL. or ALUM.
ASPH.
Ba.V.
BLDG.
BM
BT
B.V.
CFS
CIP or CI
CONC.
CONST.
CONT.
CMU
C.V.
C.Y.
DIA.
DIP or DI
DOT
DR. or DW.
EA
ED
ESM'T
EF
EFF.
ELEC.
ELEV. or EL.
EQUIP.
EXIST.
EXP.
EXT.
EW
FD
FDOT
F.E.
F.F.
FLEX.
FLG.
FM
GALV.
GM
GPM
GS
GSP
G.V.
HB
HORIZ.
HP
HWL
ID
I.D.
INF.
I.P.
INV.
L.F.
MANF.
MATL.
Aluminum
Asphalt
Ball Valve
Building
Bench Mark
Buried Telephone
Butterfly Valve
Cubic Feet Per Second
Cast Iron Pipe
Concrete
Construction
Continued
Concrete Masonry Unit
Check Valve
Cubic Yards
Diameter
Ductile Iron Pipe
Dept. Of Transportation
Drive Or Driveway
Each
Equipment Drain
Easement
Each Face
Effluent
Electrical
Elevation
Equipment
Existing
Expansion
Extended
Each Way
Floor Drain
Florida Department of Transportation
Fire Extinguisher
Finish Floor
Flexible
Flanged
Force Main
Galvanized
Gas Main
Gallons Per Minute
Galvanized Steel
Galvanized Steel Pipe
Gate Valve
Hose Bibb
Horizontal
Horsepower
High Water Level
Identification
Inside Diameter
Influent
Iron Pipe
Invert
Linear Feet
Manufacturer
Material
CITY OF PALM COAST - WASTEWATER TREATMENT PLAN NO. 2 - CPH JOB NO. P61117.27A
Index of Sheets
Vicinity Map
MAX.
MG
MGD
NG
NPW
NTS
NWL
OC
OD
OH. E.
PAV
PE
PL.
PP
PROP.
PT
P.V.
PVC
PVMT.
PW
R
RAS
RCP
RED.
REINF.
Reuse
RT.
RWM
R/W
SAN
S.F.
SPEC.
STA.
SQ.
SS
STN. STL.
SWD
SW (S/W).
S.Y.
T
TBM
TOF
TRANS.
TYP.
UE
UG
UT
VCP
VAC.
VERT.
WAS
W.L.
W.F.
WM
Maximum
Million Gallons
Million Gallons Per Day
Natural Grade
Non-potable Water
Not To Scale
Normal Water Level
On Center
Outside Diameter
Overhead Electric
Reinforced Concrete Pipe
Plain End
Plate
Power Pole
Proposed
Pressure Treated
Plug Valve
Polyvinyl Chloride
Pavement
Potable Water
Radius
Return Activated Sludge
Reinforced Concrete Pipe
Reducer
Reinforced
Required
Reuse Water
Right
Reclaimed Water Main
Right-of-way
Sanitary
Square Feet
Specification
Station
Square
Stainless Steel
Stainless Steel
Side Water Depth
Sidewalk
Square Yards
Telephone Cable
Temporary Benchmark
Top Of Floor
Transformer
Typical
Underground Electric
Underground
Underground Telephone
Vitrified Clay Pipe
Vacuum
Vertical
Waste Activated Sludge
Water Line
Water Fountain
Water Main
L-1
L-2
L-3
L-4
L-5
L-6
IR-1
IR-2
IR-3
IR-4
IR-5
IR-6
6
Overall Landscape Plan
Landscape Plan
Landscape Plan
Landscape Plan
Landscape Plan
Landscape Notes & Details
Overall Irrigation Plan
Irrigation Plan
Irrigation Plan
Irrigation Plan
Irrigation Plan
Irrigation Notes & Details
Mechanical Drawings
M-1
M-2
M-3
M-4
M-5
M-6
M-7
M-8
M-9
M-10
M-11
M-12
M-13
M-14
M-15
M-16
M-17
M-18
M-19
M-20
M-21
M-22
M-23
M-24
M-25
M-26
M-27
M-28
M-29
M-30
M-31
M-32
M-33
M-34
M-35
M-36
M-37
M-38
M-39
M-40
M-41
M-42
M-43
M-44
M-45
M-46
M-47
M-48
M-49
M-50
Process Flow Schematic
Hydraulic Profile
Headworks - (First Floor) Mechanical Plan
Headworks - (Second Floor) Mechanical Plan
Headworks - Mechanical Section
Headworks - Odor Control Layout
Headworks - Plant Service Water
Influent Meter, Composite Sampler, and Dumpster Housing Details
Biological Processes Tanks - Mechanical Plan
Equalization Tank Sections and Details
Equalization Pumps - Mechanical Plan and Details
AXR Pumps - Mechanical Plan and Details
IRQ Pumps - Mechanical Plan and Details
Aeration and RAS Details
Scum Pump Plan and Details
Scum Pump Details
Biological Processes Tanks - Miscellaneous Details
Biological Processes Tanks - Miscellaneous Details
MBR Tanks/RAS Pumps/Blowers - Mechanical Plan
MBR Tanks/RAS Pumps/Blowers - Mechanical Sections 1
MBR Tanks/RAS Pumps/Blowers - Mechanical Sections 2
MBR Tanks/RAS Pumps/Blowers - Membrane Cleaning Dosing Station
Details
Chlorine Contact Chambers - Mechanical Plan
Chlorine Contact Chambers - Mechanical Sections
Sluice Gate Details
Quality Control Valve Station
Reclaimed Water Distribution Pump Station - Mechanical Plan
Reclaimed Water Distribution Pump Station - Mechanical Sections
and Details
Reclaimed Water Recycling Pump Station
Sludge Holding Tanks - Mechanical Plan
Sludge Holding Tanks - Mechanical Sections
Sludge Holding Tanks - Miscellaneous Mechanical Details
EQ and Sludge Holding Tank Blowers - Mechanical Plan and Details
Belt Filter Press Sludge Feed Pump Station - Mechanical Plan and Details
Sludge Dewatering Building - Mechanical Plan
Sludge Dewatering Building - Mechanical Sections
Sludge Dewatering Building - Mechanical Sections
Sludge Dewatering Building - Belt Filter Press Details
Micro CG Storage and Feeding System - Mechanical Plan
Sodium Hypoclorite/Alum Feed System Building - Mechanical Plan
Sodium Hypoclorite/Alum and Micro CG Feed System - Details
Micro CG Feed System - Sections
In-Plant Pump Station
Piping Supports and Miscellaneous Details
Stair Details Sludge Holding Tanks
Stair Details Biological Processes Tanks (East Staircase)
Stair Details Biological Processes Tanks (North Staircase)
Ground Storage Tank - Plan and Details
Ground Storage Tank - Section and Details
Ground Storage Tank - Miscellaneous Details
S-16
S-17
S-18
S-19
S-20
S-21
S-22
S-23
S-24
Structural Notes
Typical Details
Typical Details
Biological Processes Tanks - Foundation Plan
Biological Processes Tanks - Top Slab Framing Plan
Biological Processes Tanks - Structural Sections
Biological Tank/Headworks Bridge - Structural Plans
Biological Tank/Headworks Bridge - Structural Plans
Chlorine Contact Chambers - Foundation Plan
Chlorine Contact Chambers - Top Slab Framing Plan
Chlorine Contact Chambers - Structural Sections
Sludge Holding Tanks 1 and 2 - Foundation Plan
Sludge Holding Tanks 1 and 2 - Structural Sections
Headworks - Foundation Plan and Sections
Headworks - Top Slab Framing Plan and Sections
Workshop Building - Structural Plans
Workshop Building - Structural Sections
Reclaimed Water Distribution Pump Station MCC Building Structural Plans
Chemical Feed Building - Structural Plans
Sludge Dewatering Building - Foundation Plan
Sludge Dewatering Building - Roof Framing Plan
Sludge Dewatering Building - Structural Sections
Main Electrical MCC Building - Structural Plans
Main Electrical MCC Building - Structural Sections
Emergency Generator Building Foundation Plan
and Sections
Dumpster Housing Structural Plans
Dumpster Housing Typical Details and
Structural Sections
Architectural Drawings
1A-1
1A-2
1A-3
1A-4
1A-5
1A-6
1A-7
1A-8
1A-9
1A-10
1A-11
1A-12
1A-13
2A-1
2A-2
2A-3
2A-4
2A-5
2A-6
3A-1
3A-2
3A-3
3A-3
4A-1
4A-2
5A-1
5A-2
5A-3
5A-4
5A-5
5A-6
Sludge Dewatering Building - General Information
Sludge Dewatering Building - Life Safety Plan, Key Plan
Sludge Dewatering Building - Floor Plan
Sludge Dewatering Building - Elevations
Sludge Dewatering Building - Elevations
Sludge Dewatering Building - Building Section
Sludge Dewatering Building - Building Section
Sludge Dewatering Building - Roof Plan
Sludge Dewatering Building - Schedules
Sludge Dewatering Building - Wall Sections
Sludge Dewatering Building - Restroom Plan and Elevations
Sludge Dewatering Building - Reflected Ceiling Plan
Sludge Dewatering Building - ADA Requirements
Main Electrical MCC Building - Life Safety Plan, Key Plan
Main Electrical MCC Building - Floor Plan / Ceiling Plan
Main Electrical MCC Building - Roof Plan / Building Section
Main Electrical MCC Building - Elevations
Main Electrical MCC Building - Wall Sections
Main Electrical MCC Building - Schedules
Reclaimed Water Distribution Pump Station MCC Building Life Safety Plan
Reclaimed Water Distribution Pump Station MCC Building Floor Plan, Elevs, Sect
Reclaimed Water Distribution Pump Station MCC Building Roof Details, Wall Section
Reclaimed Water Distribution Pump Station MCC Building Schedules
Chemical Feed Building - Flr Plan / Key Plan/ Elev
Chemical Feed Building - Roof Plan / Sections
Workshop Building - Life Safety Plan
Workshop Building - Floor Plan
Workshop Building - Roof Plan, Reflected Ceiling Plan
Workshop Building - Elevations, Section
Workshop Building - Elevations, Section
Workshop Building - Schedules
Electrical Drawings
E-01
E-02
E-03
E-04
E-05
E-06
E-07
E-08
E-09
E-10
E-11
E-12
E-13
E-14
E-15
E-16
E-17
E-18
E-19
E-20
E-21
E-22
E-23
E-24
E-25
E-26
E-27
Electrical Symbols, Abbreviations and Notes
Overall Electrical Site Plan
Ductbank Sections
Generator Building - 480 Volts Single Line Diagram
Main Electrical MCC Building - Single Line Diagram
Switchgear Control Diagrams
MCC-1 Single Line Diagram
MCC-3 and MCC-4 Single Line Diagrams
Switchboard Front View
Switchboard Front View (Continued)
MCC-1 & MCC-2 Front Views
Future MCC-1B &Mcc-2B Front Views
MCC-3 Thru MCC-6 Equipment Front Views
Control Wiring Diagram
Elementary Diagrams-1
Emergency Generator Building Power Plan
Main Electrical Building No.1 Power Plan
Main Electrical Building No.1 Lighting Plan
Main Electrical Building No.1 Lightning Protection and Grounding Plan
Headworks Electrical Plans
E-28
E-29
E-30
E-31
E-32
E-33
E-34
E-35
E-36
E-37
E-38
E-39
E-40
E-41
E-42
E-43
E-44
E-45
E-46
E-47
E-48
E-49
E-50
E-51
E-52
E-53
E-54
E-55
Biological Process Tanks Electrical Plan
Biological Processes Tanks Lower Level Electrical Plan
Biological Processes Tanks Lower Level Lighting Plan
and Quality Control Valve Station Electrical Plan
Chlorine Contact Chambers Electrical Plan
Reclaimed Water Distribution Pump Station
Electrical Building No.2 Power Plan
Electrical Building No.2 Lighting Plan
Electrical Building No.2 Lightning Protection
and Grounding Plan
Electrical Plan
In-Plant Duplex Pumping Station Electrical Plan
and Reclaimed Ground Storage Tank
Partial Electrical Plan
In-Plant Station Details
Micro CG Storage and Feeding System Electrical Plan
WWTP Chemical Feed Building Electrical Plan
Chemical Feed Building Lighting and Lightning
Protection/ Grounding Plan
Sludge Dewatering Building Power Plan
Sludge Dewatering Building Lighting Plan
Sludge Dewatering Building Lightning
Protection/ Grounding Plan
Sludge Holding Tanks No.1 & 2 Electrical Plan
Workshop Building Electrical Plan
Workshop Building Lighting Plan
Workshop Building Grounding and Lightning
Protection Plan
RO Membrane Building Electrical Room
Power Plan
Panel Schedules - 1
Panel Schedules - 2
Lighting Fixture Schedules and Details
Electrical Details-1
"THIS IS TO CERTIFY THAT THE DESIGN
REFLECTED IN THE PLANS AND
SPECIFICATIONS REPRESENT SOUND
ENGINEERING PRINCIPLES AND IS
CONSISTENT WITH THE APPLICABLE
REQUIREMENTS OF THE FLORIDA
ADMINISTRATIVE CODE"
Fire Alarm
FA-01
FA-02
FA-03
FA-04
Fire Alarm Riser Diagram Legend and Notes
Main Electrical MCC Building - Fire Alarm Plan
Sludge Dewatering Building - Fire Alarm Plan
Reclaimed Water Distribution Pump Station MCC Building Fire Alarm Plan
FA-05 Workshop Building - Fire Alarm Plan
HVAC Drawings
H-01
H-02
H-03
H-04
H-05
H-06
HVAC Notes, Legend and Abbreviations
Sludge Dewatering Building - HVAC Plan
Emergency Generator Building - HVAC Plan
Main Electrical Room - HVAC Plan
Reclaimed Water Distribution Pump Station MCC Building HVAC Plan
HVAC Details and Schedules
(C.O.A. No. 3215)
(Lic. No. AA2600926)
(L.B. No. 7143)
(Lic. No. LC0000298)
Instrumentation Drawings
I-01
I-02
I-03
I-04
I-05
I-06
I-07
I-08
I-09
I-10
Instrumentation Notes and Legend
Process & Instrumentation Diagram - Influent
Process & Instrumentation Diagram - Primary
Process & Instrumentation Diagram - MBR Tanks
Process & Instrumentation Diagram - Effluent
Process & Instrumentation Diagram - RAS/WAS and Blowers
Process & Instrumentation Diagram - Solids Treatment
Process & Instrumentation Diagram - NaOCI and Alum
Systems
Process & Instrumentation Diagram - Micro C-G System
Process Control System Simplified Block Diagram
Plumbing Drawings
P-01
P-02
P-03
Plumbing Legend and Details
Sludge Dewatering Building - Plumbing Plan
Emergency Generator Building - Fuel Piping Plan
C 2015
INDEX OF SHEETS,
STANDARD ABBREVIATIONS,
AND LOCATION MAP
Plant No. 2
Sheet No.
No.
Date
6
12-11-15
By
ADDENDUM 6
JCS
JOB# P61117.27A
DATE: DECEMBER, 2015
YINHUI XU, PhD., P.E.
c 2015
72186
Drawing name: J:\P61117.27A\Civil\DWG\Design\PLANT No2\PLNT_STRUCT\S-24.dwg Dec 17, 2015 - 9:19am jshoemaker
HIGGENBOTHAM
BID SET
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
12/4/15
Revision
ADDENDUM NO. 6
By
DD
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
HGH
RED
Checked by:
HGH
Approved by:
Job No.
Scale: AS NOTED
HGH
P61117.27A
Plans Prepared By:
Date: 12/4/2015
C 2015
Plant No. 2
CPH, Inc.
500 West Fulton St. Sanford, Fl. 32771
Phone: 407.322.6841
Licenses:
Eng. C.O.A. No. 3215
Arch. Lic. No. AA2600926
Survey L.B. No. 7143 Landscp. Lic. No. LC0000298
DUMPSTER HOUSING
TYP.DETAILS AND
STRUCTURAL SECTIONS
REG.# 56467
Sheet No.
GIRT REMOVAL DUMPSTER HOUSING - Foundation Plan
ROTARY SCREEN DUMPSTER HOUSING - Foundation Plan
SCALE: 3/8" = 1'-0"
SCALE: 3/8" = 1'-0"
HIGGENBOTHAM
GIRT REMOVAL DUMPSTER HOUSING - Top Slab Framing Plan
ROTARY SCREEN DUMPSTER HOUSING - Top Slab Framing Plan
SCALE: 3/8" = 1'-0"
SCALE: 3/8" = 1'-0"
BID SET
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12/4/15
ADDENDUM NO. 6
DD
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
HGH
RED
Checked by:
HGH
Approved by:
Job No.
Scale: AS NOTED
HGH
P61117.27A
Plans Prepared By:
Date: 12/4/2015
C 2015
Plant No. 2
Sheet No.
CPH, Inc.
Phone: 407.322.6841
Licenses:
DUMPSTER HOUSING
STRUCTURAL PLANS
REG.# 56467
HIGGENBOTHAM
BID SET
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
12/4/15
Revision
ADDENDUM NO. 6
By
DD
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
HGH
RED
Checked by:
HGH
Approved by:
Job No.
Scale: AS NOTED
HGH
P61117.27A
Plans Prepared By:
Date: 12/4/2015
C 2015
Plant No. 2
CPH, Inc.
Phone: 407.322.6841
Licenses:
EMERGENCY GENERATOR
BUILDING FOUNDATION PLAN
AND SECTIONS
REG.# 56467
Sheet No.
Piping Legend
56'-8"
2
1
1
POLYMER
DISTRIBUTION
BLOCK
B
3
EXHAUST
FAN
4
20
14
19
6
7 ALUMINUM
TREADS
1'-4"
HANDRAIL
26
SLOPE
5
8" D.I. WYE, FLG.
6
8" PLUG VALVE
7
8" x 6" D.I. REDUCER, FLG.
8
12" D.I.P.
9
EL 37.75
1
10
DEWATERED SLUDGE PROG. CAVITY PUMP
WITH STAINLESS STEEL HOPPER MOUNTED
TO BFP DISCHARGE CHUTE
11
8" x 5" D.I. REDUCER, FLG
12
8" D.I. BLIND FLG W/ 2" THRD OUTLET
13
3/4" POLYMER TUBING IN 4" PVC
SLEEVE MOUNTED TO TRENCH WALL
14
4" PVC SLEEVE FOR POLYMER TUBING
16'-0"
14'-0"
3
8'-6"
POLYMER INJECTION RING ON RISER.
POLYMER MIXER ON RISER. SEE "SECTION B"
ON SHEET "SLUDGE DEWATERING BUILDING MECHANICAL SECTIONS 2
ALUMINUM
GRATING
ALUMINUM
SLOPE
HB
2
15
AIR COMPRESSOR
12"
1
2
PRESS
CONTROL
PANEL
WASHWATER
BOOSTER
PUMPS
SEE DETAIL
THIS SHEET
REUSE
WATER SUPPLY
LINE
8" DIP
14
GROUT TRENCH
BOTTOM AND
SLOPE TO DRAIN
(TYP.)
Electrical Room
(16'-0" X 14'-0")
10
29
35'-4"
9
3
1
33
30
34
Unisex
Bathroom
Storage
(9'-11" X 7'-8")
EL 37.75
32
A
7
NOTE:
SEE PLUMBING PLAN FOR
DOMESTIC WATER LINES AND
DRAINS IN THIS AREA.
(7'-6" x 7'-6")
11
23
6
6
6'-8"
35
COMBINATION
EYEWASH AND
SHOWER. SEE
DETAIL ON SHEET
"MECHANICAL PIPING
DETAILS"
15
Office/Lab
(17'-8" x 10'-6")
OVERHEAD DOOR
REUSE WATER
SUPPLY LINE
FOR POLYMER
MAKE UP WATER
14 13
17
20
21
WASH HOSE RACK.
TYP. FOR 3 LOCATIONS.
SEE DETAIL ON SHEET
"MECHANICAL PIPING
DETAILS"
ASPHALT
PAVEMENT
1-1/2" SCH. 80 PVC
19
4" PVC REUSE WATER LINE C900 DR18
20
3/4" SCH. 80 PVC
21
1-1/2" GATE VALVE & BOX
22
1" GATE VALVE & BOX
23
2" SS (SCH. 40), THREADED
24
FLANGE COUPLING ADAPTER
25
26
3" SS (SCH. 40), THREADED
27
4" SS FLANGE W/ 2-12" NTP OUTLET
28
3" SS FLANGE W/ 2-12" NTP OUTLET
29
2" GATE VALVE
31
18
2-1/2" SS (SCH. 40), THREADED
33
2-1/2" SS (SCH. 40) TEE, THREADED
34
2-1/2" GATE VALVE
35
1" SCH. 80 PVC
Notes:
21'-0"
1. PROVIDE 1" MAX SEPARATION BETWEEN GRATING AND BELT FILTER PRESS EQUIPMENT.
DROP
29
SLOPE
30
10'-6"
Drawing name: J:\P61117.27A\Civil\DWG\Design\PLANT No2\PLNT_MECH\P61117.27A M-35.dwg Dec 17, 2015 - 8:48am jshoemaker
18
8
SLOPE
DROP
2. GRATING TO BE SUPPORTED BY FRAMING SYSTEM WITH FLOOR MOUNTED
SUPPORTS AS DESIGNED BY THE GRATING MANUFACTURER.
23
23
1" x 3/4" REDUCER
SLUDGE LOADING SCREW CONVEYOR
(OVER HEAD). SEE "SECTION B" ON
SHEET "SLUDGE DEWATERING
BUILDING - MECHANICAL SECTIONS 2"
DROP
34
17
30
ASPHALT
PAVEMENT
SLOPE
23
18
22
18
10'-6"
35
WASHWATER
BOOSTER PUMP
POTABLE
WATER SERVICE
12"
HB
20
REUSE
WATER SUPPLY
LINE
1-1/2" x 1" REDUCER
32
SLOPE
SECTION
HB
12"
16
OVERHEAD
CABINETS
BFP POLYMER
FEED SYSTEM
WATER HEATER
~
END 4" SLEEVE AT
2" ABOVE FINISH
FLOOR. TYP. FOR
2 LOCATIONS
16'-8"
8
SLOPE
POLYMER
TOTE
5'-8"
LAB COUNTER
32
GRATING
25'-8"
11'-8"
12"
OVERHEAD
CABINETS
31
16
SLOPE
13'-2"
LOUVER
WASHWATER
BOOSTER PUMP
3
15
SCREW CONVEYOR
MOTOR
FDOT TYPE "C" CONCRETE
DRAINAGE INLET WITH TRAFFIC
BEARING GRATE (H2O LOADING)
3. GRATING FRAMEWORK IS NOT TO BE SUPPORTED BY THE BELT FILTER PRESS EQUIPMENT.
4. ALL GRATING SUPPORTS AND HARDWARE TO BE CORROSION RESISTANT.
30
31
18
28
24
31 32
CONCRETE PAVING.
SEE STRUCTURAL
DRAWINGS
16" x 16" CONCRETE
COLUMN (TYP.)
SEE STRUCTURAL
DRAWINGS
25
5. NO SINGLE PIECE OF GRATING SHALL WEIGH NO MORE THAN 80 POUNDS.
6. OVERHEAD PIPE SUPPORT BEAMS TO BE INCORPORATED INTO BUILDING DESIGN.
CEILING MOUNTED HANGING PIPE SUPPORTS ON ALL OVERHEAD PIPING. PIPING
SUPPORTS TO BE 10' ON CENTER, MAX.
26
7. ALL PIPE INSTALLED UNDER THE SLAB SHALL BE CONCRETE ENCASED TO A
DISTANCE OF 5' OUTSIDE OF THE BUILDING.
35'-4"
24
No.
Date
1
12-17-15
27
Washwater Booster Pumps Detail
Sludge Dewatering Building Plan
SCALE: 1/2" = 1'-0"
SCALE: 1/4" = 1'-0"
Revision
By
No.
ADDENDUM 6
JCS
5
2
6
3
7
4
8
Date
Revision
By
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
YCL
JCS
Checked by:
YX
Approved by:
Job No.
YX
P61117.27A
C 2015
CROSS REFERENCE SHEET TITLE
SECTION A
SECTION B
SLUDGE DEWATERING BUILDING - MECHANICAL SECTIONS 1
SLUDGE DEWATERING BUILDING - MECHANICAL SECTIONS 2
Plans Prepared By:
Date: 12/17/2015
Scale: AS NOTED
SEC/DET
Plant No. 2
CPH, Inc.
Phone: 407.322.6841
Licenses:
FL. P.E. NO. 72186
SLUDGE DEWATERING
BUILDING
MECHANICAL PLAN
Sheet No.
TO HEADWORKS
N
6
3
6
4
3
REFERENCE
DETAIL 3
7
2
7
7
REFERENCE
DETAIL 1
7
26
4" X 9" BLOCKOUT BENEATH
CONCRETE WALKWAY
2
24
55.50
EQUALIZATION
TANK NO. 1
ANAEROBIC
TANK NO. 1
24
35.00
21
18
52.21
MBR
TANK
NO. 1
51.72
10' FIXED WEIR
BAFFLE
PLATE
MIXER
23
26
26
22
20
MIXER
10' FIXED
WEIR
55.50
17
48.50
1'-6"
7' FIXED WEIR
POST
ANOXIC
NO. 1
6' FIXED WEIR
53.00
4
OXIC TANK NO. 1
16' FIXED WEIR
55.50
2' SLUICE GATE
PRE ANOXIC
NO. 1
1
24
55.50
1
55.50
24
24
22
19
2
52.79
MIXER
2
22
MIXER
20
20
55.50
22
20
7
TROUGH
55.50
MIXER
1
55.50
55.50
3X
MBR
TANK
NO. 2
1
STOP GATE
2
55.50
20
20
24
MIXER
MIXER
22
24
PRE ANOXIC
NO. 2
52.79
24
16' FIXED WEIR
17
22
24
MIXER
POST
ANOXIC
NO. 2
OXIC TANK NO. 2
4
55.50
20
55.50
55.50
EQUALIZATION
TANK NO. 2
1'-6"
53.00
26
20
23
51.72
22
MIXER
21
35.00
MBR
TANK
NO. 3
2
2' SLUICE GATE
2" SCH. 80 PVC
PEMEATE VENT
PIPING
ANAEROBIC
TANK NO. 2
10' FIXED
WEIR
2' SLUICE GATE
REFERENCE SLUICE
GATE DEATILS (TYP.)
BOTTOM 35.0
11'-0" x 10'-0"
18
2
2
MBR
TANK
NO. 4
26
55.50
7
2" SCH. 80 PVC
PEMEATE VENT
PIPING
3
BAFFLE
PLATE
52.21
10' FIXED WEIR
FINISHED
GRADE
39.50
CHEMICAL PIPING
UNDER CONCRETE
WALKWAY SEE
SECTIONS S
AND T
6' FIXED WEIR
7' FIXED WEIR
MIXER
MBR DISTRIBUTION
25
22
2" SCH. 80 PVC
PEMEATE VENT
PIPING
2
35.00
4" X 6" BLOCKOUT
BENEATH CONCRETE
WALKWAY
2" SCH. 80 PVC
PEMEATE VENT
PIPING
26
3
7
7
Drawing name: J:\P61117.27A\Civil\DWG\Design\PLANT No2\PLNT_MECH\P61117.27A M-9 M-17 M-19~M-22.dwg Dec 17, 2015 - 11:31am jshoemaker
1
1
3
Plan View - Biological Process Tanks
PIPING SCHEDULE
No.
SCALE: 1/8" = 1'-0"
1
1 1/2" PVC PLANT SERVICE WATER
12
3/4" PVC GLOBE VALVE
23 MIXER AND RAIL FURNISHED AND
INSTALLED BY CONTRACTOR
2
1" HOSE BIB & HOSE RACK
13
3/4" X 3/8" PVC REDUCER
24 2'-6" X 1'-6" X 12" DEEP SUMP WITH 6" D.I.P.
3
2" PVC PLANT SERVICE WATER
14
3/8" MICRO C-G FLOW METER
4
2" PVC MICRO C-G
15
3/8" ALUM FLOW METER
5
2" PVC MICRO C-G
16
6
1 1/2" PVC ALUM
7
ATTACH VERTICAL PIPING TO
CONCRETE WITH THREE
1 1/2"x 1/16" S.S. BAND ATTACHED
WITH 1 4" DIAMETER S.S. EXP ANCHOR
17 MICRO C-G SIMILAR TO SECTIONS
S AND T
18 MICRO C-G AND ALUM FEED POINT
19
26 2" PVC MICRO C-G AND 1 1/2" ALUM
1 12" X 116" S.S. BAND ATTACH TO
CONCRETE WITH 14" DIAMETER
2" X 2" X 3/4" PVC TEE
9
1 1/2" X 1 1/2" X 3/4" PVC TEE
20 EMBED FOR MIXER HOIST FURNISHED BY
OVIVO INSTALLED BY CONTRACTOR
10
3/4" PVC MICRO C-G
21 EMBED FOR MIXER HOIST FURNISHED
AND INSTALLED BY CONTRACTOR
11
3/4" PVC ALUM
22 MIXER AND RAIL FURNISHED BY OVIVO
INSTALLED BY CONTRACTOR
Revision
By
No.
1
5
2
6
3
7
4
25 MIXER EMBED FOR REMOVAL OF STOP GATE.
EMBED TO BE FURNISHED AND INSTALLED
BY THE CONTRACTOR.
8
Date
*
8
Date
Revision
By
12-17-15
ADDENDUM 6
JCS
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
YCL
JCS
Checked by:
YX
Approved by:
Job No.
YX
P61117.27A
C 2015
CROSS REFERENCE SHEET TITLE
SECTION A
SECTION B
SECTION C
SECTION D
SECTION E
SECTION F
SECTION G
SECTION H
SECTION I
SECTION K
SECTION M
SECTION X
1
THIS SHEET
THIS SHEET
THIS SHEET
THIS SHEET
THIS SHEET
THIS SHEET
PROCESS TANKS MISCELLANEOUS DETAILS 2
THIS SHEET
THIS SHEET
Plans Prepared By:
Date: 12/17/2015
Scale: AS NOTED
SEC/DET
Plant No. 2
CPH, Inc.
Phone: 407.322.6841
Licenses:
FL. P.E. NO. 72186
BIOLOGICAL PROCESS
TANKS
MISCELLANEOUS DETAILS
Sheet No.
Match Line - C-15 for Continuation
6
NOTE NO.1
6
0
20
10
GRAPHIC SCALE
Note:
1. EXISTING PVC GRAVITY SEWER TO REMAIN IN SERVICE FOR DURATION OF CONSTRUCTION.
Drawing name: J:\P61117.27A\Civil\DWG\Design\PLANT No2\PLNT_CIVIL\P61117.27A C-11~C-19.dwg Dec 18, 2015 - 1:30pm jshoemaker
6
6
6
6
6
6
6
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12-17-15
ADDENDUM 6
JCS
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
YCL
JCS
Checked by:
YX
Approved by:
YX
Job No.
P61117.27A
Plans Prepared By:
Date: 12/18/2015
Scale: AS NOTED
C 2015
Plant No. 2
Sheet No.
CPH, Inc.
Phone: 407.322.6841
Licenses:
SITE PIPING PLAN
FL. P.E. NO. 72186
6
6
6
6
Match Line - C-13 and C-14 for Continuation
6
6
6
0
10
20
GRAPHIC SCALE
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12-17-15
ADDENDUM 6
JCS
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
YCL
JCS
Checked by:
YX
Approved by:
YX
Job No.
P61117.27A
Plans Prepared By:
Date: 12/17/2015
Scale: AS NOTED
C 2015
Plant No. 2
Sheet No.
CPH, Inc.
Phone: 407.322.6841
Licenses:
SITE PIPING PLAN
FL. P.E. NO. 72186
6
0
20
10
GRAPHIC SCALE
6
6
6
6
6
6
6
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12-17-15
ADDENDUM 6
JCS
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
YCL
JCS
Checked by:
YX
Approved by:
YX
Job No.
P61117.27A
Plans Prepared By:
Date: 12/18/2015
Scale: AS NOTED
C 2015
Plant No. 2
Sheet No.
CPH, Inc.
Phone: 407.322.6841
Licenses:
SITE PIPING PLAN
FL. P.E. NO. 72186
0
20
10
GRAPHIC SCALE
6
6
6
6
6
6
6
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12-17-15
ADDENDUM 6
JCS
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
YCL
JCS
Checked by:
YX
Approved by:
YX
Job No.
P61117.27A
Plans Prepared By:
Date: 12/17/2015
Scale: AS NOTED
C 2015
Plant No. 2
Sheet No.
CPH, Inc.
Phone: 407.322.6841
Licenses:
SITE PIPING PLAN
FL. P.E. NO. 72186
Match Line - C-16 and C-17 for Continuation
6
0
20
10
GRAPHIC SCALE
6
6
6
6
6
6
6
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12-17-15
ADDENDUM 6
JCS
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
YCL
JCS
Checked by:
YX
Approved by:
YX
Job No.
P61117.27A
Plans Prepared By:
Date: 12/18/2015
Scale: AS NOTED
C 2015
Plant No. 2
Sheet No.
CPH, Inc.
Phone: 407.322.6841
Licenses:
SITE PIPING PLAN
FL. P.E. NO. 72186
6
6
6
0
10
20
GRAPHIC SCALE
6
6
6
6
6
6
6
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12-17-15
ADDENDUM 6
JCS
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
YCL
JCS
Checked by:
YX
Approved by:
YX
Job No.
P61117.27A
Plans Prepared By:
Date: 12/17/2015
Scale: AS NOTED
C 2015
Plant No. 2
Sheet No.
CPH, Inc.
Phone: 407.322.6841
Licenses:
SITE PIPING PLAN
FL. P.E. NO. 72186
6
6
6
6
6
6
0
20
10
GRAPHIC SCALE
6
6
6
6
6
6
6
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12-17-15
ADDENDUM 6
JCS
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
YCL
JCS
Checked by:
YX
Approved by:
YX
Job No.
P61117.27A
Plans Prepared By:
Date: 12/17/2015
Scale: AS NOTED
C 2015
Plant No. 2
Sheet No.
CPH, Inc.
Phone: 407.322.6841
Licenses:
SITE PIPING PLAN
FL. P.E. NO. 72186
6
0
20
10
GRAPHIC SCALE
6
6
6
6
6
6
6
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12-17-15
ADDENDUM 6
JCS
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
YCL
JCS
Checked by:
YX
Approved by:
YX
Job No.
P61117.27A
Plans Prepared By:
Date: 12/17/2015
Scale: AS NOTED
C 2015
Plant No. 2
Sheet No.
CPH, Inc.
Phone: 407.322.6841
Licenses:
SITE PIPING PLAN
FL. P.E. NO. 72186
6
6
6
6
6
6
6
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12-17-15
ADDENDUM 6
JCS
Offices In:
Florida
Puerto Rico
Connecticut
Maryland
Texas
Designed by:
Drawn by:
YCL
JCS
Checked by:
YX
Approved by:
Job No.
Scale: AS NOTED
YX
P61117.27A
Plans Prepared By:
Date: 12/17/2015
C 2015
Plant No. 2
Sheet No.
CPH, Inc.
Phone: 407.322.6841
Licenses:
FL. P.E. NO. 72186
OVERALL
PIPING PLAN
12
12
4
4
OPEN
SOUTH ELEVATION
NORTH ELEVATION
KEYNOTES :
STANDING SEAM METAL ROOFING
Drawing name: J:\P61117.27A\Architecture\01_Architectural\P61117.27 WWTP No.2, Palm Coast\CAD Drawings\WorkShop Building\Architectural\5A.5 Elevations.dwg Dec 18, 2015 - 11:20am gcleavenger
DRIP EDGE
ROOF CONSTRUCTION: 24 G.A.
PRE-FINISHED KYNAR 500 STEEL
STANDING SEAM ROOF SYSTEM OVER 40#
PEEL & STICK OVER 1/4" G-P DENSDECK
DURAGUARD W/ CONCEALLED CLIPS.
INSTALL OVER 1.5" RIGID
POLYISOCYANURATE INSULATION OVER
1.5" METAL DECK OVER P.E. METAL
TRUSSES. MANUFACTURER TO PROVIDE
COMPLETE SYSTEM OF ACCESSORIES,
INCLUDING CLIPS, FLASHINGS, DRIP EDGE
AND CLOSURES. ACCEPTABLE PRODUCTS
FOR ROOFING SYSTEM: "SNAP-CLAD 16"
BY PETERSEN ALUMINUM CORPORATION
OR EQUIVALENT.
ALUM BREAK METAL FASCIA
6" X 1-1/2" PLASTER TRIM BAND
1 HR FIRE SEPARATION
5/8" GWB ON BOTH SIDES OF 3 58"
METAL STUD @ 16" O.C. PROVIDE
DRAFT FACE PAPER BACKED
INSULATION ON WARM
SIDE(GARAGE)
LIGHT SPANISH TEXTURE STUCCO
FINISH
DRAFT STOP
1/2" DENS-GLASS ON
PRE-ENGINEERED"
METAL TRUSS. PROVIDE KRAFT
FACE PAPER BACKED INSULATION
ON THE WARM SIDE (GARAGE)
ALUMINUM DOUBLE DOOR
(REFER TO DOOR SCHEDULE)
1/2"X 1/2" STUCCO REVEAL
(5) # 10 TEK SCREWS
(SEE STRUCTURAL)
12"
12"
4"
STUCCO CONTROL JOINT
4"
PRE-ENGINEERED
ROOF TRUSSES
ALUMINUM SINGLE DOOR
(REFER TO DOOR SCHEDULE)
CONCRETE STOOP. (SEE FLOORPLAN)
ENVOY SOLID DOUBLE 6" PVC
COATED U-GROOVE SOFFIT CODE;
SAX12219T NON-VENTIALTED OVER
2-1/2" C-FURRING @ 16" O.C.
1
2"
""
TYPE A: CMU WALL CONSTRUCTION:
EPOXY PAINT ON 8" CONCRETE BLOCK
WALL WITH LADDER TYPE HORIZONTAL
JOINT REINFORCE (EQUIV. TO
"DUR-O-WALL") AT 16" C.C VERT.
PROVIDE FULL HEIGHT #5 VERT. BARS
IN GROUT FILL AT BOTH SIDES OF ALL
WINDOWS AND DOORS OPENINGS, IN 3
CELLS AT ALL MASS.. CORNERS AT 48"
C/C THROUGHOUT. PROVIDE CORE FILL
500 TAILORED FOAM INSULATION IN
MASONRY WALLS.ITERIOR SURFACE
TO BE PAINTED.
TYPE A: CMU WALL CONSTRUCTION:5/8"
STUCCO (3-COATS) WITH LIGHT
SPANISH TEXTURE ON 8" CONCRETE 6
BLOCK WALL WITH LADDER TYPE
HORIZONTAL JOINT REINFORCE (EQUIV.
TO "DUR-O-WALL") AT 16" C.C VERT.
TO BE PAINTED.
PROVIDE 24"X48" WHITE ACOUSTICAL
CEILING TILES IN WHITE 1" T-BAR
METAL SUSPENSION SYSTEM.
ENVOY SOLID DOUBLE 6" PVC
SAX12219T NON-VENTIALTED OVER
2-1/2" C-FURRING @ 16" O.C.
PRO-BEAD 8" NON-VENTILATED (VINYL)
SOFFIT, 0.040" THK, MATTE FIN, WHITE
ENVOY SOLID DOUBLE 6"ALUM PVC
SAX12219T NON-VENTIALTED.
DOUBLE KNOCK-OUT BLOCK, REFER TO
STRUCTURAL
LINTEL, REFER TO STRUCTURAL
SLOPE 4"
1/4"=1'-0"
FINISH GRADE
FLOOR SLAB CONSTRUCTION: 8"
THICK. 3000 P.S.I.. CONCRETE FLOOR
SLAB W/6X6 W1.4 X W1.4 ON 10 MIL
POLYETHYLENE VAPOR BARRIER
(LAPPED AND SEALED) ON PREPARED
SUBGRADE W/TERMITE-TREATED
COMPACTED FILL PER GEOTHECNICAL
REPORT. REFER TO STRUCTURAL
DRAWINGS FOR DETAILS.
GARAGE DOOR
16 X 16 R.C. COLUMN
(SEE STRUCTURAL PLAN)
WALL SECTION
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
BUILDING SECTION
By
Offices In:
· Florida
· Puerto Rico
· Connecticut
· Maryland
· Texas
Designed by:
Drawn by:
VQT
SI/KM
Checked by:
VQT/GC
Approved by:
Job No.
Scale: AS NOTED
VQT
P61117.27A
Plans Prepared By:
Date: 12/18/2015
C 2015
Plant No. 2
WORKSHOP
BUILDING
CPH, Inc.
Phone: 407.322.6841
Licenses:
VICTOR Q. TAN, AIA
DATE
ELEVATIONS/ SECTION
Sheet No.
ROOF CONSTRUCTION: PRE-FIN. 24 G.A. KYNAR 500 STEEL
STANDING SEAM ROOF SYSTEM OVER 1/4" G-P DENSDECK
DURAGUARD & 1.5" RIGID POLYISOCYANURATE INSULATION W/
CONCEALLED CLIPS, INSTALLED ABOVE ROOF MEMBRANE.
FABRICATE PANELS FROM NO. 24 MSG GALV. STEEL PANELS.
PROVIDE CONCEALLED 18 MSG GALV. STEEL CLIPS W/ SCREW
SPACING AS SPECIFIED BY MFR. FOR U.L. CLASS 90 WIND UPLIFT
RESISTANCE. PROVIDE W/ MFR'S COMPLETE SYSTEM OF
ACCESSORIES, INCLUDING CLIPS, FLASHINGS, DRIP EDGE AND
CLOSURES. ACCEPTABLE PRODUCTS FOR ROOFING SYSTEM:
"SNAP-CLAD 16" BY PETERSEN ALUMINUM CORPORATION, OR
APPROVED EQUAL.
7/8"(3 COATS) THK STUCCO FINISH
OVER 1/2" DENSGLASS GOLD BACK TO
BACK ON METAL FRAMING PROVIDE
INSULATION.
12
4
RIDGE HEIGHT
ELEVATION 119'-4"
ROOF MEMBRANE: PROVIDE 40 MIL. PEEL AND STICK ROOF
MEMBRANE, WITH WEATHERTIGHT EDGE AND END LAPS. INSTALL
TO PROVIDE COMPLETE WATERTIGHT PERFORMANCE,
INCLUDING ADDITIONAL SEALANT AT PENETRATIONS AND
FLASHING LOCATIONS. ACCEPTABLE PRODUCTS INCLUDE "ICE &
WATER SHIELD" BY W.R. GRACE, AND "STORM GUARD" BY GAF.
1-1/2" TYPE B GAGE G90 GALV. STEEL STRUCTURAL
DECK,SCREWED TO GALV. STEEL TRUSSES PER STRUCTURAL
DRAWINGS.
SEE STRUCTURAL DRAWINGS
FOR FRAME , SUB-FRAME @ 16"
O.C. AND SUB-DECK DETAILS.
TRUSS BEARING
ELEVATION 113'-4"
1/2" THICK DENS
GLASS GOLD ON
METAL STUDS
SPANISH TEXTURE ON 8" CONCRETE 6
TO BE PAINTED.
PROVIDE 24"X24" WHITE CEILING TILES
IN WHITE 1" T-BAR METAL SUSPENSION
SYSTEM.
SEE STRUCTURAL
AS REQUIRED
2"
EAVE FLASHING W/FINISH TO MATCH ROOFING PANEL
SYTEM. COMPLY W/ METAL ROOFING MFR'S RECOMMENDED
DETAIL FOR FIELD CUTTING AND BENDING BOTTOM EDGE OF
ROOF PANEL TO HOOK OVER RETURN LEG ON EAVE
FLASHING (INSTALLED W/ SEALANT). ACCEPTABLE
PRODUCTS INCLUDE "PA-126 EAVE FLASHING AND PA-5
KEEPER" BY PETERSEN ALUMINUM CORPORATION, OR
EQUIVALENT BY MBCI.
PRE-ENGINEERED
ROOF TRUSSES
EQUAL
EQUAL
FINISH FLOOR LINE
ELEVATION 100'-0"
CONTIN. 10" x 24 GA. PRE-FINISHED
STEEL FASCIA FOR HORIZONTAL
RUNNERS BETWEEN TRUSS TAILS.
SECURE BLOCKING TO TRUSS TAILS W/
GALV. CLIP ANGLES W/ MIN. (2) 1"
SCREWS AT EA. LEG.
.040 FASCIA AND FLASHING SOFFIT
SYSTEM TO MATCH ROOF PANEL,
FORMED W/ BOTTOM DRIP EDGE W/
CONCEALED CLIPS. SPLICE JOINTS TO
BE BUTTED W/ CONCEALED BACK
PLATE AND ADHESIVE SEALANT IN
JOINT.
2'-0"
PRO-BEAD 8" NON
VENTILATED
SOFFIT, 0.040" THK,
MATTE FIN,
WHITE (VINYL)
5/8" (3 COATS) STUCCO
FINISH OVER 8"
CONCRETE BLOCK WALL
PAINT OVER CMU
EAVES DETAIL
BUILDING SECTION
Drawing name: J:\P61117.27A\Architecture\01_Architectural\P61117.27 WWTP No.2, Palm Coast\CAD Drawings\Main Electrical Building\Architectural\2A.3 Bldg Sect.dwg Dec 18, 2015 - 11:19am gcleavenger
PREFINISHED RIDGE/HIP COPING
SEALANT
PREFINISHED J-CHANNEL
STEEL BAR ROOF JOIST
REFER TO STRUCTURAL
KYNAR 500 PRE-FINISH STANDING SEAM ME
ROOFING SYSTEM BY "SNAP-CLAD 16" PETE
ALUMINUM CORP.
RIDGE HEIGHT
ELEVATION 119'-4"
1/4" G-P DENS-DECK
1.5" RIGID POLYISOCYANURATE INSULATION
CONCEALLED CLIPS, INSTALLED OVER STEE
DECK
12
TRUSS BEARING
ELEVATION 113'-4"
4
SPANISH TEXTURE ON 8" CONCRETE
TO BE PAINTED.
PROVIDE 24"X24" WHITE CEILING TILES
IN WHITE 1" T-BAR METAL SUSPENSION
SYSTEM.
SIM
3
2
FINISH FLOOR LINE
ELEVATION 100'-0"
RIDGE DETAIL
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
BUILDING SECTION
Date
Revision
By
12-17-15
ADDENDUM 6
GEC
Offices In:
· Florida
· Puerto Rico
· Connecticut
· Maryland
· Texas
Designed by:
Drawn by:
VQT
SI/KM
Checked by:
VQT/GC
Approved by:
Job No.
Scale: AS NOTED
VQT
P61117.27A
Plans Prepared By:
Date: 12/18/2015
C 2015
Plant No. 2
MAIN ELECTRICAL
MCC BUILDING
CPH, Inc.
Phone: 407.322.6841
Licenses:
VICTOR Q. TAN, AIA
DATE
ROOF PLAN/ BLDG SECTION
Sheet No.
8" MASONRY
WALL
CAULK
MARK WINDOW SIZE WINDOW MATERIALS FIRE
RATING
4'-8" X 4'-0"
ALUM/GLASS
6 12''-0" X 10'-0"' ALUM/LOUVER
2-1/2" x 5" E.S.P. ALUM. WINDOWS TO SIT IN ESP. ALUM. PAN FLASHING
W/ 1/2" HIGH INSIDE AND OUTSIDE LEGS, 9/16" LAMINATED FIXED
GLASS UNLESS OTHERWISE NOTED, AND SCREENS INCLUDED"
ANCHORAGE UTILIZING SHEAR BLOCK SYSTEM FOR ALL GLAZING TO
BE 1/4" TEMPERED GLASS (REGARDLESS OF LOCATIONS). PROVIDE
CONTIN. MASTIC SEALANT BED BELOW PAN FLASHING. ALL GLAZING
TO BE SET INTO CONTINUOUS BED OF SILICONE GLAZING SEALANT
FOR MAX. BOND STRENGTH.
MASONRY OPENING MASONRY OPENING HARDWARE
WIDTH
HEIGHT
GLASS
0
9/16" LAMINATED
4'-8"
0
N/A
12'-0"
6
4'-0"
PER MFR.
10'-0"
PER MFR.
REMARKS
FIXED (IMPACT RESISTANT)
(IMPACT RESISTANT)
6
WINDOW NOTES:
ALUM. STOREFRONT WINDOWS TO SIT IN ESP. ALUM. PAN FLASHING. 9/16" LAMINATEDGLASS IN FIXED UNIT. ANCHOR UTILIZING
SHEAR BLOCK SYSTEM FOR ALL GLAZING. PROVIDE CONTIN. MASTIC SEALANT BED BELOW PAN FLASHING. ALL GLAZING TO BE
SET INTO CONTINUOUS BED OF SILICONE GLAZING SEALANT FOR MAX. BOND STRENGTH.
6
PROVIDE CULTURED MARBLE SILL AT EACH WINDOW (PER SPECIFICATIONS)
DOOR SCHEDULE
6
NOTE:
1. EGRESS DOORS WITH LOCKS SHALL ALSO INCLUDE A READILY VISIBLE SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." SIGN SHALL BE IN ONE INCH LETTERS ON CONTRASTING BACKGROUND.
2. ALL EXTERIOR DOORS TO HAVE HINGES WITH NON-REMOVABLE PINS.
DOOR
NO.
LOCATION
DOOR
FUNCTION
TYPE
SIZE
THK
FRAME
MATERIAL
FINISH
TYPE
MATERIAL
FINISH
HARDWARE
GROUP
REMARKS
01
SLUDGE DEWATERING BUILDING
ELECTRICAL ROOM
ENTRANCE/EXIT DOOR
A
6'-0" x 7'-0"
1 3/4"
ALUMINUM
PRE-FINISH
1
ALUMINUM
PRE-FINISH
2
INSULATED DOUBLE SWING DOOR
02
MAIN ENTRANCE DOOR
B
3'-0" x 7'-0"
1 3/4"
ALUMINUM
PRE-FINISH
2
ALUMINUM
PRE-FINISH
5
SINGLE SWING DOOR
03
OPERATION AREA
DOOR
E
-
STEEL
MFR
N/A
MFR
MFR
10
ROLL UP STEEL DOOR
6
12'-0" X 10'-0"
6
6
6
04
OFFICE
B1
3'-0" x 7'-0"
1 3/4"
ALUMINUM
PRE-FINISH
2
ALUMINUM
PRE-FINISH
8
SGL DOOR W/ NARROW
LITE VIEW PANEL
05
STORAGE ROOM DOOR
B1
3'-0" x 7'-0"
1 3/4"
ALUMINUM
PRE-FINISH
2
ALUMINUM
PRE-FINISH
7
SGL DOOR W/ NARROW
LITE VIEW PANEL
06
ELECTRICAL ROOM DOOR
B1
3'-0" X 7'-0"
1 3/4"
ALUMINUM
PRE-FINISH
2
ALUMINUM
PRE-FINISH
6
45 MINUTES FIRE
RATED DOOR
07
RESTROOM DOOR
B2
3'-0" x 7'-0"
1 3/4"
H/M
PAINTED
2A
H/M
PAINTED
9
SINGLE SWING DOOR
6
DR HEAD
1
2
4
2A
Drawing name: J:\P61117.27A\Architecture\01_Architectural\P61117.27 WWTP No.2, Palm Coast\CAD Drawings\Sludge Building\Architectural\1A.9 Schedules.dwg Dec 18, 2015 - 11:22am gcleavenger
6
ALUM WINDOW HEAD
A
DR JAMB
B
B1
B3
B2
DR HEAD
6
ALUM WINDOW SILL
No.
Date
Revision
ALUM THRESHOLD
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12-17-15
ADDENDUM 6
GEC
C
DR JAMB
Offices In:
· Florida
· Puerto Rico
· Connecticut
· Maryland
· Texas
Designed by:
Drawn by:
VQT
SI/KM
Checked by:
VQT/GC
Approved by:
Job No.
VQT
P61117.27A
C 2015
E
Plans Prepared By:
Date: 12/18/2015
Scale: AS NOTED
D
Plant No. 2
SLUDGE DEWATERING
BUILDING
CPH, Inc.
Phone: 407.322.6841
Licenses:
VICTOR Q. TAN, AIA
DATE
SCHEDULES
Sheet No.
X
56'-8"
39'-0"
17'-8"
5'-0"
1'-4"
16'-4"
01
8'-8"
06
9'-3"
7'-5"
6'-0"
5'-0"
6. OVERHEAD PIPE SUPPORT BEAMS TO BE INCORPORATED INTO
BUILDING DESIGN TO ALLOW FOR CURRENT AND FUTURE CEILING
MOUNTED HANGING PIPE SUPPORTS ON ALL OVERHEAD PIPING.
PIPING SUPPORTS TO BE 10' ON CENTER, MAX.
F.D.
13'-4"
6
9. ALL PIPE INSTALLED UNDER THE SLAB SHALL BE CONCRETE
ENCASED TO A DISTANCE OF 5' OUTSIDE OF THE BUILDING.
20'-4"
OVERHEAD
CABINETS
8. NOT USED
3/4" PLYWOOD SHELF
WITH PLASTIC LAMINATE
FINISH
10.CONTRACTOR TO INSTALL THREE (3) POLYMER FEED LINES
AND SPOOL PIECES TO THE LOCATIONS REQUIRED BY THE BELT
FILTER PRESS MANUFACTURER FOR PROPER OPERATION OF
THE BELT FILTER PRESS.
H20 HEATER
3/4" PLYWOOD CABINET
WITH PLASTIC LAMINATE
FINISH
12'-0"
SLOPE
ADJUSTABLE STANDARD
7. ROOF INSULATION TO BE R-19 MIN., WALLS TO BE R-11 (MIN)
04
POLYMER
TOTE
1'x4" WOOD BLOCKING
5. NO SINGLE PIECE OF GRATING SHALL WEIGH NO MORE THAN
80 POUNDS.
8'-4"
3'-4"
05
07
EMERGENCY EYEWASH
AND SHOWER (TYP.)
ROLL-UP DOOR
BACK MOUNTED
PULL
6
PROVIDE
BLOCKING AT
WALL (TYP)
4'-0"
LAB COUNTER
A1
OVERHEAD
CABINETS
12'-8"
3. GRATING FRAMEWORK IS NOT TO BE SUPPORTED BY THE BELT
FILTER PRESS EQUIPMENT.
4. ALL GRATING SUPPORTS AND HARDWARE TO BE CORROSION
RESISTANT.
A1
GRATING
SOD
2. GRATING TO BE SUPPORTED BY FRAMING SYSTEM WITH FLOOR
MOUNTED SUPPORTS AS DESIGNED BY THE GRATING
MANUFACTURER.
SLOPE
B
THERE SHALL BE NO CHANGE IN FINISH FLOOR ELEVATION
GREATER THAN 1/2", UNLESS A TRANSITION STRIP OR RAMP IS
UTILIZED TO PROVIDE A 1:12 MAX. SLOPE. PROVIDE A CONTIN.
TAPERED TRANSITION STRIP WHERE THIN FLOORING SYSTEM
(SUCH AS CARPET OR VINYL) ABUTS A THICKER FLOORING
SYSTEM (SUCH AS CERAMIC TILE). TRANSITION STRIPS SHALL BE
MARBLE WHEN ABUTTING CERAMIC OR QUARRY TILE, AND MAY
BE METAL WHEN ABUTTING ONLY CARPET OR VINYL FLOORING.
1. PROVIDE 1" MAX SEPARATION BETWEEN GRATING
BELT FILTER PRESS EQUIPMENT.
35'-4"
3'-4"
12'-0"
35'-4"
SLOPE
GENERAL NOTES
RAMP UP 6"
A1
3'-4"
15'-0"
PRESS
CONTROL
PANEL
10'-0"
10'-8"
A
6
TYPE B: INTERIOR PARTITION CONSTRUCTION: 5/8"
GYPSUM BOARD (M.R. IN RESTROOMS, JANITOR
AND WET AREAS) EACH SIDE OVER 6" OR 3-5/8"
MTL STUD AT 24" O.C. USE 20 GA. STUD UP TO 10'
AND 18 GA. FROM 10' TO 14'. SEE STRUCTURAL
DRAWINGS FOR TALLER. SOUND ATTENUATION IN
REST ROOMS, AND PRIVATE OFFICES. CERAMIC
TILE IN BATHROOM UP TO 6'-6".
6'-4"
SLOPE
AIR
COMPRESSOR
OPERATIONS
PLATFORM
BFP POLYMER
FEED SYSTEM
TYPE A1: INTERIOR CMU WALL CONSTRUCTION: 8"
CONCRETE BLOCK WALL WITH LADDER TYPE
HORIZONTAL JOINT REINFORCE (EQUIV. TO
"DUR-O-WALL") AT 16" C.C VERT. PROVIDE FULL
HEIGHT #5 VERT. BARS IN GROUT FILL AT BOTH SIDES
OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS
AT ALL MASS.. CORNERS AT 32" C/C THROUGHOUT.
PROVIDE 1/2" DENS ARMOR PLUS INTERIOR DRYWALL
IN OFFICE SIDES OVER 1/2" HAT FURRING CHANNELS
AT 16" O.C. AND M.R. DRYWALL IN RESTROOM AND
STORAGE AREA.
7'-4"
22'-8"
WALLS AND
PARTITIONS LEGEND
CR
4"
6Ø BOLLARD
CONCRETE DRIVEWAY
6Ø BOLLARD
02
03
2'-0"
12'-0"
3'-4"
7'-4"
4'-4"
SINK AND FAUCET ;
REFER TO PLUMBING
DRAWINGS
14'-4"
PLASTIC LAMINATE
COUNTER
WITH 4"H CONTINUOUS
BACK SPLASH
ROOF LINE ABOVE
SMOOTH DOME TOP
6" DIA. X 4'-0" HIGH (8'-0"
TOTAL LENGTH) SCHED.
40 GALV. STEEL PIPE
BOLLARD, WITH CONC.
FILL AND CROWNED CONC.
CAP (ALL PAINTED).
6" CONCRETE
DUMPSTER PAD
8'-0"
1/2" GWB
27" MIN
6Ø BOLLARD
2'-10"
SEALANT
1" PLASTIC LAMINATE
VERTICAL SUPPORT
@ 3'-0" O.C. TYP.
PROVIDE INSULATED
PIPE SLEEVES OVER
EXPOSED PIPES
FIXED PLASTIC
LAMINATE BOTTOM
SHELF
4'-0"
6Ø BOLLARD
CONCRETE
DRIVEWAY
ENGINEERED
FILL
10'-6"
SLOPE
DRAINAGE INLET, REFER TO CIVIL,
STRUCTURAL, AND MEP DRAWINGS
3/4"x2 1/2" SPACER
1" PLYWOOD
SUPPORTS EACH
SIDE OF SINK
4'-0"
SLOPE 1/4" =1'-0" (TYP.)
SLOPE
2'-0"
PLASTIC LAMINATE
COUNTER
TOP W/BACKSPLASH
AND WITH 6" FRONT
PANEL
2'-10"
8'-4"
SLOPE
10'-6"
7'-0"
21'-0"
17'-8"
17'-8"
4"H VINYL BASE
6"
Drawing name: J:\P61117.27A\Architecture\01_Architectural\P61117.27 WWTP No.2, Palm Coast\CAD Drawings\Sludge Building\Architectural\1A.3 Floor Plan.dwg Dec 18, 2015 - 11:21am gcleavenger
1/2" RECESS
35'-4"
4"H VINYL BASE
24" DIA. 3000
PSI CONCRETE
FOOTING
FLOOR PLAN
2
1A.3
No.
Date
Revision
By
No.
1
5
2
6
3
7
4
8
Date
Revision
By
12-17-15
ADDENDUM 6
GEC
Offices In:
· Florida
· Puerto Rico
· Connecticut
· Maryland
· Texas
Designed by:
Drawn by:
VQT
SI/KM
Checked by:
VQT/GC
Approved by:
Job No.
SCALE 1/2" =1'-0"
C 2015
3
1A.3
SECTION AT SINK
SCALE 1/2" =1'-0"
4
1A.3
Plans Prepared By:
Date: 12/18/2015
VQT
P61117.27A
2 X 4 WOOD
BRACING, TYP.
24"
PIPE GUARD DETAILS
Scale: AS NOTED
1'-10 1/2"
1'-10 1/2"
Plant No. 2
SCALE 1/2" =1'-0"
SLUDGE DEWATERING
BUILDING
CPH, Inc.
Phone: 407.322.6841
Licenses:
UPPER CABINETS & COUNTER
VICTOR Q. TAN, AIA
DATE
FLOOR PLAN
Sheet No.

ITB-CD-CME-16-02 Palm Coast Wastewater

Transcription

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