Biological Odor Control System Projectdnhiggins.com/docs/Attachment A 15-003 Plans.pdfCity of...
Transcript of Biological Odor Control System Projectdnhiggins.com/docs/Attachment A 15-003 Plans.pdfCity of...
City of Naples, Florida
Biological Odor Control System Project
Volume 2 - Construction Drawings
ISSUED FOR BID - AUG 2014
5237 SUMMERLIN COMMONS BLVD, OFFICE 105,
FORT MYERS, FLORIDA 33907
CERTIFICATE OF AUTHORIZATION NO 6773
CITY OF NAPLES
WATER RECLAMATION
FACILITY
VICINITY MAP
ANY PRINTS NOT BEARING THIS STAMP
MAY HAVE BEEN PRINTED
PRIOR TO ADVERTISING AND CANNOT
BE CONSIDERED AS BID DOCUMENTS
ISSUED FOR BID - AUG 2014
ATTACHMENT A - Naples Biological Odor Control System 082114
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SCALE
DESIGNED
DRAWN
CHECKED
SHEETWARNING
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
10
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REV DATE BY DESCRIPTION
10505293
BIOLOGICAL ODOR CONTROL SYSTEM PROJECT
CITY OF NAPLES, FLORIDA
5237 SUMMERLIN COMMONS BLVD, OFFICE 105,
FORT MYERS, FLORIDA 33907
CERTIFICATE OF AUTHORIZATION NO 6773
ANY PRINTS NOT BEARING THIS STAMP
MAY HAVE BEEN PRINTED
PRIOR TO ADVERTISING AND CANNOT
BE CONSIDERED AS BID DOCUMENTS
ISSUED FOR BID - AUG 2014
S WYGONIK
S WYGONIK
GENERAL
S WYGONIK
G-2
NO SCALE
LIST OF DRAWINGS AND LOCATION MAP
ELECTRICAL
GE-1 SYMBOLS, NOTES AND DETAILS
GENERAL
G-1 COVER SHEET
G-2 LIST OF DRAWINGS AND LOCATION MAP
CD
07/2014
FIN
AL
08/2014
X
STRUCTURAL
GS-1 NOTES, DESIGN CRITERIA AND STANDARD DETAILS - I
MECHANICAL
GM-1STANDARD DETAILS
X
X
X
X
CD
07/2014
FIN
AL
08/2014
CD
07/2014
FIN
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08/2014
CD
07/2
014
FIN
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08/2
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GS-2 STANDARD DETAILS - IIX
E-1 ODOR CONTROL - CONDUIT, MCC AND PLANX
MD-1ODOR CONTROL - PLAN AND PHOTOS
M-1ODOR CONTROL - PLAN AND SECTION
X
X
LOCATION MAP
LIST OF DRAWINGS
4TH AVE N
1
3
T
H
S
T
N
13T
H S
T N
RIV
ER
SID
E C
IR
HEADWORKS ODOR
CONTROL SYSTEM
S-1X ODOR CONTROL PLATFORM - PLANS, SECTIONS AND DETAIL
OLD PLANT ELECTRICAL
BUILDING
CONTRACTOR
STAGING AREA
CONTRACTOR
PARKING AREA
X
X
X
X
X
X
X
X
X
X
ALL CONSTRUCTION JOINTS, SHALL BE ROUGH AND THOROUGHLY
CLEANED FOR BOND.
LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE AS SHOWN ON THE
DRAWINGS OR APPROVED BY THE ENGINEER. ALL CONSTRUCTION JOINTS
LOCATED ON THE DRAWINGS OR REQUIRED FOR CONSTRUCTION, BUT NOT
SHOWN ON THE DRAWINGS, SHALL HAVE A 6" FLATSTRIP WATERSTOP, IF
IN CONTACT WITH WATER. IN ADDITION, JOINTS IN ALL SLABS COVERED
WITH WATER, SHALL HAVE BOTH A 6" FLATSTRIP WATERSTOP AND A
SEALANT GROOVE.
DOWELS, PIPE, WATERSTOPS AND OTHER INSTALLED MATERIALS AND
ACCESSORIES SHALL BE HELD SECURELY IN POSITION WHILE
CONCRETE IS BEING PLACED.
UNLESS OTHERWISE INDICATED, ASIDE FROM NORMAL ACCESSORIES
USED TO HOLD REINFORCING BARS FIRMLY IN POSITION, THE
FOLLOWING SHALL BE ADDED:
+/- 3/8 INCH FOR MEMBERS WITH DEPTH D </= 8 INCHES
+/- 1/2 INCH FOR MEMBERS WITH DEPTH D > 8 INCHES
UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STRUCTURAL CONCRETE
SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI
IN 28 DAYS.
REINFORCEMENT STEEL SHALL BE DEFORMED BARS CONFORMING IN
QUALITY TO THE REQUIREMENTS OF ASTM A-615, "SPECIFICATIONS FOR
DEFORMED BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT",
GRADE 60
COLUMN SPIRALS SHALL CONFORM TO ASTM A-615, "DEFORMED AND
PLAIN BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT, GRADE 60
OR ASTM A-82 "STEEL WIRE, PLAIN, FOR CONCRETE REINFORCEMENT".
ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS,
UNLESS OTHERWISE INDICATED, SHALL BE IN ACCORDANCE WITH
ACI-315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE STRUCTURES", LATEST EDITION.
TOLERANCES IN PLACING REINFORCEMENT SHALL BE:
IN SLABS #5 RISER BARS AT 36 INCHES OC MAXIMUM TO
SUPPORT TOP REINFORCING BARS.
IN WALLS WITH 2 CURTAINS #3 U OR Z SHAPE SPACERS
AT 6 FEET OC EACH WAY.
A)
B)
ALL GROUT SHALL BE NON-SHRINK GROUT, UNLESS INDICATED
OTHERWISE.
UNLESS OTHERWISE SHOWN CONCRETE WALLS AND SLABS SHALL BE
REINFORCED AS FOLLOWS: #4@12" EW , CENTER OF 6" SECTIONS; #5@12"
EW, CENTER OF 8" SECTIONS; #4 @ 12" EW EF OF 10" SECTIONS; #5@12"
EW EF OF 12" AND THICKER SECTIONS.
FOR CONCRETE PLACED AGAINST EARTH
SEE CONSTRUCTION JOINT DETAILS FOR
THIN SLABS-ON-GRADE. BOTTOM COVER
MAY BE LESS THAN 3" IF SO INDICATED
FOR SURFACES IN CONTACT WITH WATER OR WEATHER
AND FORMED SURFACES IN CONTACT WITH EARTH
FOR CONCRETE NOT EXPOSED TO WEATHER,
OR IN CONTACT WITH WATER OR EARTH
DETAILS ON GS SHEETS ARE PART OF MWH'S STRUCTURAL STANDARD
DETAILS.
THESE DETAILS ARE TO BE USED WHEN REFERRED TO OR WHEN NO
OTHER MORE RESTRICTIVE OR DIFFERENT DETAILS ARE INDICATED
ON THE DRAWINGS.
DETAILS NOT PERTAINING TO THE PROJECT ARE MARKED THUS
VERTICAL REINFORCEMENT FOR CONCRETE OR MASONRY SHALL
BE SPLICED WITH DOWEL BARS OF THE SAME SIZE AND SPACING
FROM THE FOUNDATION USING A STANDARD SPLICE LENGTH
UNLESS INDICATED OTHERWISE.
SEALANT SHALL BE PLACED AT THE TOP OF ALL JOINTS RECEIVING
EXPANSION JOINT FILLER. SEALANT DEPTH SHALL BE THE JOINT FILL
THICKNESS OR 1/2", WHICHEVER IS LESS.
METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT
WITH THE FORMS OR THE SUBGRADE. CONCRETE BLOCKS (OR
DOBIES) SUPPORTING BARS ON SUBGRADE SHALL BE IN SUFFICIENT
NUMBERS TO SUPPORT THE BARS WITHOUT SETTLEMENT, BUT IN
NO CASE SHALL SUCH SUPPORT BE CONTINUOUS.
DOWELS SHALL BE WIRED OR OTHERWISE HELD IN POSITION. THEY
SHALL NOT BE SHOVED INTO FRESHLY PLACED CONCRETE.
UNLESS OTHERWISE INDICATED ON THE DRAWINGS, LAPS OF
REINFORCEMENT SHALL BE AS SHOWN ON DETAIL S-143.
LOCATE TWO 3/4 INCH GALVANIZED RICHMOND ROCKET INSERTS,
HOHMANN & BARNARD OR EQUAL, STRADDLING CENTERLINE OF
EQUIPMENT OVER ALL PUMPS, METERS OR OTHER MECHANICAL
UNITS OF MORE THAN 100 LBS, FOR INSERTING LIFTING EYES IF
NOT OTHERWISE INDICATED.
REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT
WITH ANY PIPE, PIPE FLANGE OR METAL PARTS EMBEDDED IN
CONCRETE, A MINIMUM OF 2 INCHES CLEARANCE SHALL BE
PROVIDED AT ALL TIMES.
3"
2"
1 1/2"
ALL ITEMS EMBEDDED IN CONCRETE SHALL BE SPACED ON CENTER
AT LEAST 4 TIMES THEIR OUTSIDE DIMENSION. THE OUTSIDE DIMENSION
SHALL NOT EXCEED ONE THIRD OF THE MEMBER THICKNESS
ELECTRICAL CONDUIT EMBEDDED IN CONCRETE SHALL NOT BE SPACED
CLOSER THAN 3 OUTSIDE DIAMETERS ON CENTER.
UNLESS OTHERWISE SHOWN ON THE DRAWINGS CONCRETE
COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS:
UNLESS OTHERWISE NOTED, WALLS AND SLABS SHOWN WITH A SINGLE
LAYER OF REINFORCEMENT SHALL HAVE THAT REINFORCEMENT
CENTERED
SLABS WITH SLOPING SURFACES SHALL HAVE THE INDICATED SLAB
THICKNESS MAINTAINED AS THE MINIMUM. SLAB BOTTOMS MAY
EITHER SLOPE WITH THE TOP SURFACE OR BE LEVEL. REINFORCING
IN SLABS WITH SLOPING SURFACES SHALL BE PLACED AT THE
REQUIRED CLEARANCE FROM THE SLAB SURFACES.
GENERAL
CONCRETE (EXCEPT PRECAST CONCRETE)
STRUCTURAL STANDARD DETAILS
GENERAL NOTES
REV 121613
THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PROJECT
EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE.
STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO
MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE COORDINATED
BY THE CONTRACTOR PRIOR TO CONSTRUCTION. BOLT SIZES, TYPES,
AND PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER.
ALL BOLT PATTERNS SHALL BE TEMPLATED TO INSURE ACCURACY
OF PLACEMENT.
MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES,
OPENINGS, RECESSES AND REVEALS NOT SHOWN ON THE STRUCTURAL
DRAWINGS BUT REQUIRED BY OTHER CONTRACT DRAWINGS, SHALL BE
PROVIDED FOR PRIOR TO PLACING CONCRETE.
STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH
MECHANICAL, ELECTRICAL, ARCHITECTURAL, CIVIL DRAWINGS AND SHOP
DRAWINGS PROVIDED BY MANUFACTURERS OF EQUIPMENT.
STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL, HYDROSTATIC,
AND BACKFILL LOADS ON THE COMPLETED STRUCTURES. THE
STRUCTURES HAVE NOT BEEN DESIGNED TO RESIST THESE LOADS
WHILE ONLY PARTIALLY CONSTRUCTED. DURING CONSTRUCTION, THE
STRUCTURES SHALL BE PROTECTED FROM ALL CONSTRUCTION LOADS
BY BRACING AND BALANCING UNTIL ALL STRUCTURAL ELEMENTS ARE IN
PLACE, AND ALL CONCRETE HAS REACHED THE SPECIFIED 28 DAY
COMPRESSIVE STRENGTH. OVERLOADING OF ANY STRUCTURAL
ELEMENT IS PROHIBITED.
UNLESS OTHERWISE SHOWN, ON ALL STRUCTURAL DRAWINGS THE
FINISHED GRADE AROUND STRUCTURES IS SHOWN THUS,
INDICATING EITHER GROUND SURFACE, TOP OF CONCRETE SLAB, OR
AC PAVEMENT. FOR DETAILS OF FINISH SURFACES SEE CIVIL AND
ARCHITECTURAL DRAWINGS.
CONCRETE BLOCK MASONRY SHALL BE NORMAL WEIGHT,
HOLLOW UNITS CONFORMING TO ASTM C 90. SIZE OF UNITS, COLOR AND
TEXTURE SHALL BE PER THE SPECIFICATIONS.
GROUT ALL CELLS OF CONCRETE BLOCK MASONRY UNLESS OTHERWISE
NOTED ON DRAWINGS.
UNLESS OTHERWISE INDICATED, LAPS OF REINFORCEMENT IN CMU SHALL
BE AS SHOWN ON DETAIL S-415.
MORTAR SHALL BE IN ACCORDANCE WITH ASTM C 270, TYPE S, AND
SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28
DAYS OF 1800 PSI.
GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 , AND SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.
SPECIAL INSPECTION SHALL BE PROVIDED PER THE SPECIFICATIONS FOR
ALL MASONRY WORK
THE COMBINED MASONRY ASSEMBLAGE COMPRESSIVE STRENGTH AT 28
DAYS SHALL BE A MINIMUM OF f'm = 1500 PSI.
REINFORCEMENT SHALL BE TIED OR OTHERWISE SECURED IN POSITION
PRIOR TO GROUTING.
ALL HORIZONTAL AND VERTICAL REINFORCEMENT SHALL BE CONTINUOUS
OVER THE FULL EXTENT OF THE WALL WITH STANDARD SPLICES
LOCATED AS NEEDED. WHERE IT IS NECESSARY TO INTERRUPT AN
INDIVIDUAL BAR, AN EQUAL SIZED BAR SHALL BE LOCATED AS CLOSE AS
POSSIBLE AND SHALL EXTEND A MINIMUM OF ONE SPLICE LENGTH
BEYOND EACH SIDE OF THE INTERRUPTION.
MASONRY
ALUMINUM
ALUMINUM CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALUMINUM
ASSOCIATION ASM 35 - SPECIFICATION FOR ALUMINUM SHEET METAL
WORK IN BUILDING CONSTRUCTION. ALUMINUM SURFACES SHALL BE
PREVENTED FROM COMING IN DIRECT CONTACT WITH CONCRETE OR
WITH METALS NOT COMPATIBLE WITH ALUMINUM, USING METHODS
DESCRIBED IN THE SPECIFICATIONS.
CONCRETE
SURFACE
BOND BREAKER
TAPE SHALL MAKE
CONT CONTACT
ACROSS JOINT
CONSTRUCTION
JOINT FACE
JOINT SEALANT
(SEE SPEC'S)
1. ALL FLOOR JOINTS OF
HYDRAULIC STRUCTURES
(MEMBERS COVERED WITH
WATER) SHALL HAVE A
SEALANT GROOVE
2. SANDBLASTING REQUIRED
PRIOR TO APPLICATION
OF PRIMER
NOTES :
SEALANT GROOVE
S-131
REV 110112
3/4"
5/8"
1/2
"
BE
AM
CO
LU
MN
WA
LL
TOOLED EDGES
SLAB
S-152
3/4" CHAMFER
(ALL EXTERIOR
FORMED CORNERS)
TOOLED EDGES
(ALL EXPOSED CORNERS)
CONST
JOINT
FORM TO BE BEVELED AS SHOWN
AT ALL PLACES WHERE HORIZONTAL
AND VERTICAL SURFACES INTERSECT
AND BOTH SURFACES ARE IN THE
SAME POUR
FILLETS
NOT
REQUIRED
FORMING DETAILS
4
5
°
REV 110112
S-204
REINFORCEMENT SUPPORT
BOTTOM
BARS
METAL BAR SUPPORTS, IF USED IN SLABS NOT ON GROUND,
SHALL NOT MAKE CONTACT WITH FORMS
TOP BARS
WIRED CONCRETE BLOCK
BOTTOM BARS SUPPORT
SEE NOTE BELOW
16 GA TIE WIRE (TYP)
TIE @ EVERY THIRD
INTERSECTION MIN
NOTE:
REV 110112
SOIL LOADS:
FLOOR LIVE LOADS:
WIND LOADS:
FLOOD LOADS:DESIGN CRITERIA
DESIGN IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA
BUILDING CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THE
FOLLOWING NOTES ARE MORE RESTRICTIVE. CONSTRUCTION SHALL CONFORM TO THE
REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE AND ASCE 7-10.
LOADINGS:
ALLOWABLE BEARING PRESSURE (2012 IBC TABLE 1806.2)
DEAD PLUS LIVE (PSF):
ALL LOADS (W/ WIND & SEISMIC) (PSF):
MINIMUM BREAKING DEPTH (INCHES):
MINIMUM FOOTING WIDTH FOR STRIP (INCHES):
FLOOR UNIFORM LOAD (PSF):
FLOOR CONCENTRATED LOAD (PSF):
OTHERS PER ASCE 7-10 TABLE 4-1 AND FBC SECTION 1607
BASE WIND SPEED (MPH):
RISK CATEGORY:
EXPOSURE CATEGORY:
ENCLOSURE CLASSIFICATION:
INTERNAL PRESSURE COEFFICIENT:
COMPONENTS AND CLADDING (PSF):
ROOF ZONE 1
ROOF ZONE 2
ROOF ZONE 3
WALL ZONE 4
WALL ZONE 5
ELEVATION OF LOWEST FLOOR:
ELEVATION OF BASE FLOOD FROM FLOOR INSURANCE
RATE MAP (ZONE AE):
1500
1900
18
24
100
2000
170
III
C
OPEN
0.00
+11.17/-48.53
+11.17/-62.14
+11.17/-67.03
+48.04/-52.85
+48.04/-67.26
8.33
7.0
S-191
ROUGHEN AND
CLEAN FOR
BOND
TOOLED
EDGE
DRILL & GROUT
BARS INTO SLAB
#5 @ 12"
2" CLEAR FOR
SUSPENDED SLAB
3" CLEAR SLAB
ON GRADE
8" MAX,
3 1/2" MIN
HOUSEKEEPING PAD
STRUCTURAL DEFERRED SUBMITTALS
THE FOLLOWING PORTIONS OF THE PROJECT ARE DEFERRED
SUBMITTAL ITEMS AND HAVE NOT BEEN DESIGNED BY THE ENGINEER OF
RECORD. THESE ITEMS ARE BEING DELEGATED TO A SPECIALLY
STRUCTURAL ENGINEER BASED ON DESIGN CRITERIA ESTABLISHED BY
THE ENGINEER OF RECORD AND INDICATED IN THE CONSTRUCTION
DOCUMENTS.
1. ALUMINUM RAILING IN PROJECT
2. BIOTRICKLING FILTER ANCHORAGE
3. DUCTWORK SUPPORTS/ANCHORAGE
DEFERRED SUBMITTAL ITEMS WILL BE SUBMITTED TO THE BUILDING
OFFICIAL FOR APPROVAL DURING THE CONSTRUCTION OF THE PROJECT.
DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE
ENGINEER OF RECORD HAS REVIEWED THE SUBMITTAL DOCUMENTS
AND INDICATED THAT THEY HAVE BEEN REVIEWED AND THAT THEY HAVE
BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE CONTRACT
DOCUMENTS.
DEMOLITION NOTES
4.
5.
6.
6.1
6.2
7.
8.
DAMAGE BEYOND THE EXTENTS OF INTENDED DEMOLITION SHALL BE
REPAIRED IN A MANNER ACCEPTABLE TO THE OWNER. IF DEMOTION
BEFORE THE EXTENTS INDICATED IS NECESSARY, THE CONTRACTOR
SHALL GET PRIOR APPROVAL FROM THE OWNER.
STRUCTURAL ELEMENTS SHALL NOT BE OVERLOADED. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SHORING, BRACING, OR ADDING NEW
SUPPORTS AS REQUIRED FOR ADEQUATE STRUCTURAL SUPPORT. THE
CONTRACTOR SHALL REMOVE TEMPORARY SHORING, BRACING, OR
OTHER SUPPORTS INSTALLED BY THE CONTRACTOR FOR THE SUPPORT
OF THE STRUCTURE.
EXISTING REINFORCEMENT TO REMAIN IN PLACE SHALL BE PROTECTED,
CLEANED, AND EXTENDED INTO NEW CONCRETE. EXISTING
REINFORCEMENT NOT TO BE RETAINED SHALL BE CUT-OFF AS FOLLOWS:
WHERE NEW CONCRETE JOINS EXISTING CONCRETE AT THE REMOVAL
LINES, REINFORCEMENT SHALL BE CUT-OFF FLUSH WITH THE
CONCRETE SURFACE AT THE REMOVAL LINE.
WHERE THE CONCRETE SURFACE AT THE REMOVAL LINE IS THE
FINISHED SURFACE, THE REINFORCEMENT SHALL BE CUT BACK
2-INCHES BELOW THE FINISHED CONCRETE SURFACE, THE ENDS
PAINTED WITH EPOXY PAINT AND THE REMAINING HOLES PATCHED
WITH A CEMENT MORTAR GROUT.
EXISTING PORTIONS OF STRUCTURES SHOWN TO BE DEMOLISHED AS
PART OF THE WORK SHALL BE REMOVED TO THE EXTENT INDICATED AND
REQUIRED TO COMPLETE THE WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL
OF ALL DEBRIS RESULTING FROM DEMOLITION IN COMPLIANCE WITH ALL
LOCAL, STATE, AND FEDERAL REQUIREMENTS.
DEMOLITION NOTES
1.
2.
3.
THE CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK IN AREAS
WHERE EXISTING FACILITIES ARE INTERCONNECTED TO NEW FACILITIES
AND WHERE EXISTING FACILITIES REMAIN OPERATIONAL.
THE INFORMATION SHOWN FOR STRUCTURES TO BE DEMOLISHED IS
BASED ON RECORD INFORMATION, VISUAL SITE INSPECTIONS, AND
PROJECT SURVEYS. THIS INFORMATION HAS BEEN PROVIDED IN THE
CONTRACT DRAWINGS TO SHOW EXISTING CONDITIONS AND TO CLARIFY
THE SCOPE OF DEMOLITION AND RECONSTRUCTION AS MUCH AS
POSSIBLE. THE CONTRACTOR SHALL CONDUCT A COMPREHENSIVE
SURVEY OF THE SITE PRIOR TO BIDDING TO VERIFY CORRECTNESS AND
EXACTNESS OF THE EXISTING CONDITIONS.
THE CONTRACTOR SHALL SUBMIT DEMOLITION AND RECONSTRUCTION
PROCEDURES TO THE OWNER FOR APPROVAL PRIOR TO STARTING ANY
WORK. THE SUBMITTAL SHALL INCLUDE PROVISIONS FOR SAFE
EXECUTION OF THE WORK, PROTECTION OF EXISTING FACILITIES TO
REMAIN, DETAILED DESCRIPTION AND SCHEDULE, METHODS AND
EQUIPMENT TO BE USED, AND SEQUENCE OF WORK.
SPECIAL INSPECTIONS
SPECIAL INSPECTION SHALL BE PERFORMED PER SPECIFICATION
SECTION 014160 - SPECIAL INSPECTIONS AND STRUCTURAL
OBSERVATION.
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9:0
2A
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SCALE
DESIGNED
DRAWN
CHECKED
SHEETWARNING
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
10
1
2
REV DATE BY DESCRIPTION
10505293
BIOLOGICAL ODOR CONTROL SYSTEM PROJECT
CITY OF NAPLES, FLORIDA
5237 SUMMERLIN COMMONS BLVD, OFFICE 105,
FORT MYERS, FLORIDA 33907
CERTIFICATE OF AUTHORIZATION NO 6773
ANY PRINTS NOT BEARING THIS STAMP
MAY HAVE BEEN PRINTED
PRIOR TO ADVERTISING AND CANNOT
BE CONSIDERED AS BID DOCUMENTS
ISSUED FOR BID - AUG 2014
J TEHANEY
K PARK
GENERAL STRUCTURAL
K PARK
GS-1
NO SCALE
NOTES, DESIGN CRITERIA AND STANDARD DETAILS-I
Phase (not typically used)
## (not typically used)
##/##/#### (not typically used)
##/##/#### (not typically used)
##/##/#### (not typically used)
##/##/#### (not typically used)
SECTION
NOTES:
X X
E
E
3" CLEAR
X
X
X
X
X XX
E
REV 110112
* USE LENGTH IN PARENTHESIS FOR WALL HORIZONTAL
REBARS AND SLAB BARS WITH 12" OR MORE OF
FRESH CONCRETE UNDERNEATH
1. USE LAP LENGTHS AS DETERMINED FROM THESE TABLES
UNLESS SHOWN OTHERWISE.
2. THE TABLES SHOWN ARE FOR f'c=4000psi, fy=60,000psi,
1.5" MIN CONCRETE COVER AND 3" MIN BAR SPACING.
3. MULTIPLY THE LAP AND E SHOWN IN THESE TABLES BY 1.5 FOR
EPOXY COATED REINFORCING.
4. WHEN BARS OF DIFFERENT SIZES ARE LAP SPLICED, LAP
LENGTH SHALL BE THE LARGER OF:
EMBEDMENT LENGTH OF LARGER BAR
LAP LENGTH OF SMALLER BAR
5. UNLESS NOTED OTHERWISE USE REBAR COUPLERS FOR SPLICES
OF #11 AND LARGER BARS.
6. ALL DOWEL BARS SHALL EXTEND AN EMBEDMENT LENGTH E INTO
ANOTHER MEMBER OR ACROSS A CONSTRUCTION JOINT UNLESS
SHOWN TO SPLICE WITH OTHER BARS OR TO EXTEND TO THE FAR
FACE OF THE MEMBER AND END WITH A STANDARD HOOK.
STANDARD 90° BAR HOOKS, EMBEDMENT
LENGTHS AND LAP LENGTHS
S-143
79" (102")
62" (81")
123" (160")
100" (130")
48" (62")
16" (21")
16" (21")
28" (37")
20" (26")
61" (79")
48" (62")
95" (123")
77" (100")
37" (48")
12" (16")
12" (16")
22" (28")
15" (20")
LAP
#9
#8
#11
#10
#7
#4
#3
#6
#5
24"
22"
12"
10"
19"
8"
6"
16"
14"
BAR
SIZE
HOOK
X
EMBEDMENT
E
END OF BAR
ON TOP OF
CONSTRUCTION
JOINT
SURFACE
END OF BAR
WHERE HOOK
IS TURNED
TOWARD FACE
OF FOOTING
LENGTH ( * )
FOR 6", 8" AND 12" CMU
#3 6" 27" 27"4"
#4
#5
#7
#6
#8
8"
14"
16"
10"
12"
36"
45"
54"
73"
36"
45"
54"
63"
72"NR
11"
6"
8"
9"
13"
27"
36"
45"
74"
NR
NR
BAR
SIZE
LAP &
EMBEDMENT
LENGTHS (EF)
(NOTE 5)
ALLOWABLE
HOOK
EMBEDMENT
LENGTH
REDUCTION
LAP &
EMBEDMENT
LENGTHS
(CENTERED)
LAP &
EMBEDMENT
LENGTHS
(CENTERED)
90° HOOK
1. THE TABLES SHOWN ARE FOR IBC
2009 AND ACI 530-08 WITH f'm=1500
PSI AND fy=60,000 PSI.
2. USE HOOK, EMBEDMENT AND LAP
SPLICE LENGTHS AS DETERMINED FROM
THESE TABLES UNLESS INDICATED
OTHERWISE.
3. WHEN BARS OF DIFFERENT SIZES ARE
LAP SPLICED, LAP LENGTH SHALL BE
THE LARGER OF THE EMBEDMENT
LENGTH OF THE LARGER BAR, OR THE
LAP LENGTH OF THE SMALLER BAR.
4. NR DENOTES "NOT RECOMMENDED",
BECAUSE LAP LENGTHS ARE
IMPRACTICAL.
5. HOOK EMBEDMENT LENGTH EQUALS
EMBEDMENT LENGTH MINUS ALLOWABLE
HOOK EMBEDMENT LENGTH REDUCTION.
6. MECHANICAL COUPLERS MAY BE
SUBSTITUTED FOR LAP SPLICES FOR
ANY BAR SIZE. SUBMIT TO ENGINEER
FOR APPROVAL.
NOTES:
6" CMU 12" CMU
LAPS, HOOKS AND EMBEDMENTS
S-415
27"
36"
45"
54"
73"
NR
LAP &
EMBEDMENT
LENGTHS
(CENTERED)
8" CMU
HOOK
HO
OK
CORNERSINTERSECTIONS
S-401
8" BLOCK WALL SECTIONS
(WITH SINGLE MAT OF REINF)
ENDS AND OPENINGS
S-415
STIRRUP
BEND
HORIZONTAL
REBAR (TYP)
WHERE
PRESENT
#5 IN LAST TWO
CELLS (TYP)
NOTES:
DOOR / WINDOW/
LOUVER OPNG
DEEP CUT BOND BEAM BLOCKS SHALL BE USED WHERE HORIZONTAL
REINFORCING STEEL IS EMBEDDED, AND ABOVE ALL OPENINGS.
H-BLOCK BOND BEAMS MAY BE USED AT LOCATIONS OTHER THAN
OPENINGS.
HOOKS SHALL BE TAKEN TO FAR FACE.
AT CORNERS AND INTERSECTIONS, EXTEND HOOKS TO FAR FACE OF WALL.
ALL VERTICALS-FULL HEIGHT WITH MATCHING DOWELS.
REINFORCING SHOWN IS IN ADDITION TO NORMAL REINFORCING.
1.
2.
3.
4.
5.
6.
#5 IN EA OF FIRST
TWO CELLS IN
BOTH DIRECTIONS
AT CORNERS (TYP)
#5 IN EA OF FIRST
TWO CELLS IN
BOTH DIRECTIONS
AT INTERSECTIONS (TYP)
ALTERNATE HOOK
AT EA BOND BEAM
-
E
STANDARD SIDE-MOUNT
BRACKET (2 PER POST REQ'D)
6"
4" (MIN)
FILL VOID WITH
NON-SHRINK
NON-METALLIC
GROUT
TOP LEVEL
CONCRETE
SLOPING CONC
SURFACE
2 1/2" PVC PIPE
SLEEVE
1/8" PVC PL
SOLVENT-WELD
TO SLEEVE
1 1/2" RAILING POST
MIN 4-3/8" FASTENERS
MIN 2-5/8"
FASTENERS
L
ANGLE FLANGE
C
WALL FLANGE
STD END CAP
COUNTERSUNK
FASTENERS
STRINGER
FLANGE
1. IF FASTENING INTO CONCRETE, FASTENERS
SHALL BE ADHESIVE ANCHORS.
2. POST INSERTS NOT ALLOWED IN APPLICATIONS
SUBJECT TO FREQUENT FREEZING.
3. USE POST INSERT UNLESS INDICATED OTHERWISE.
4. USE DETAIL C IN LUE OF POST INSERT WHERE WALL/
CURB THICKNESS IS LESS THAN 8"
5. CONTRACTOR REQUIRED TO DESIGN RAILING SYSTEM
PER SPECIFICATIONS.
FLOOR FLANGE
EDGE OF CONCRETE
RAILING, GUARDRAIL AND HANDRAIL
SUPPORT
(SEE NOTE 2)
S-512
NOTES:
REV 110112
2-#3x2'-6" LONG EF
SEE S-180 FOR REBAR DETAILS
POST INSERT
-
A
IN CONCRETE
SIDE-MOUNTING
-
B
BRACKET
(WHEN REQUIRED)
FLOOR FLANGE
-
C
ANGLED
-
D
FLANGE
WALL FLANGE
6"
3'-6
"
4"
4"
SWING GATE
1/4
"
12"
5'-0" (MAX)
21
"2
1"
3'-6
"
SE
E N
OT
E 6
12"
1 1/2"
4 1/2"
6" C
UR
B
12"
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
PROVIDE EXPANSION JOINTS IN ALL RAILINGS
FOR ALL EXPANSION JOINTS IN STRUCTURE
PROVIDE FORK
LATCH
POST
INSERT
WALL FLANGE
ANGLE
FLANGE
.
.
.
.
.
.
.
GUARDRAIL
HANDRAIL
F
O
R
W
A
L
L
B
R
A
C
K
E
T
..
..
.
.
.
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
.
.
.
.
.
.
.
.
. .
.
.
.
.
.
..
.
..
..
.
.
TWO-RAIL RAILING
S-512A
S-512D
S-515
S-512B
S-512E
NOTES:
S
E
E
H
O
R
I
Z
O
N
T
A
L
,
(
T
Y
P
)
(MAX)
FOR OPENINGS
SEE DWGS
ALL RAILINGS TO HAVE A 4" KICKPLATE
UNLESS MOUNTED ON A CURB
SIDE MOUNTING
BRACKET
SE
E N
OT
E 5
(MIN)
(M
AX
)(M
AX
)
S-512C
FLOOR FLANGE
WHERE REQUIRED
1/4"x4" KICK
PLATE (TYP)
A
-
A
-
SECTION
(MAX)
(CLR)
STAIR STRINGER
SEE NOTE 4
1. HANDRAIL SHALL BE ALUMINUM WITH MECHANICAL
JOINT POSTS UNLESS INDICATED OTHERWISE.
2. POSTS AND RAILING SHALL BE 1 1/2" SCHEDULE 40 (MIN) PIPE.
3. WHERE ALUMINUM PIPE RAILING IS TO BE INSTALLED,
PROVIDE EXPANSION JOINTS PER SPECIFICATIONS.
4. CONTRACTOR REQUIRED TO DESIGN RAILING SYSTEM
PER SPECIFICATIONS.
5. DIMENSION IS FROM THE LEADING EDGE OF TREAD.
6. 2'-10" TO 3'-2" ABOVE STAIR TREAD NOSING.
REV 121613
File
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9:0
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M
SCALE
DESIGNED
DRAWN
CHECKED
SHEETWARNING
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
10
1
2
REV DATE BY DESCRIPTION
10505293
BIOLOGICAL ODOR CONTROL SYSTEM PROJECT
CITY OF NAPLES, FLORIDA
5237 SUMMERLIN COMMONS BLVD, OFFICE 105,
FORT MYERS, FLORIDA 33907
CERTIFICATE OF AUTHORIZATION NO 6773
ANY PRINTS NOT BEARING THIS STAMP
MAY HAVE BEEN PRINTED
PRIOR TO ADVERTISING AND CANNOT
BE CONSIDERED AS BID DOCUMENTS
ISSUED FOR BID - AUG 2014
J TEHANEY
K PARK
GENERAL STRUCTURAL
K PARK
GS-2
NO SCALE
STANDARD DETAILS-II
Phase (not typically used)
## (not typically used)
##/##/#### (not typically used)
##/##/#### (not typically used)
##/##/#### (not typically used)
##/##/#### (not typically used)
File
: C
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- 09
:0
3A
M
SCALE
DESIGNED
DRAWN
CHECKED
SHEETWARNING
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
10
1
2
REV DATE BY DESCRIPTION
10505293
BIOLOGICAL ODOR CONTROL SYSTEM PROJECT
CITY OF NAPLES, FLORIDA
5237 SUMMERLIN COMMONS BLVD, OFFICE 105,
FORT MYERS, FLORIDA 33907
CERTIFICATE OF AUTHORIZATION NO 6773
ANY PRINTS NOT BEARING THIS STAMP
MAY HAVE BEEN PRINTED
PRIOR TO ADVERTISING AND CANNOT
BE CONSIDERED AS BID DOCUMENTS
ISSUED FOR BID - AUG 2014
ODOR CONTROL PLATFORM
J TEHANEY
K PARK
STRUCTURAL
K PARK
S-1
AS SHOWN
PLANS, SECTIONS AND DETAIL
Phase (not typically used)
## (not typically used)
##/##/#### (not typically used)
##/##/#### (not typically used)
##/##/#### (not typically used)
##/##/#### (not typically used)
GENERAL SHEET NOTES
CONTRACTOR TO COORDINATE THE EQUIPMENT PAD SIZE AND
LOCATION WITH MECHANICAL DRAWING AND EQUIPMENT
MANUFACTURER'S SHOP DRAWING.
REFER TO SPECIFICATION 042200 FOR CMU JOINT
REINFORCING.
1.
2.
A.
B.
C.
D.
NEW HANDRAIL TO MATCH EXISTING HANDRAIL.
DRILL AND EPOXY GROUT THE HORIZONTAL REINFORCEMENT AT
CMU WALL AND FOUNDATION INTO EXISTING WALL AND
FOUNDATION.
THERE IS AN EXISTING CONDUIT PIPE IN THE EXISTING CONCRETE
SLAB. CHIP OUT CONCRETE SLAB AROUND ELECTRICAL
CONDUIT (MAX 6" FROM CONDUIT PIPE) AND NEW CONCRETE
SHALL BE POURED.
BIOTRICKLING FILTER ANCHORAGE TO BE DESIGNED, DETAILED,
FURNISHED AND INSTALLED BY THE CONTRACTOR.
CAST-IN-PLACE HEADED ,STAINLESS STEEL TYPE 316,
ANCHORS SHALL BE USED.
SHEET KEYNOTES
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
DETAIL
SCALE: 3/4" = 1'-0"-
1
-
SECTION
SCALE: 1/2" = 1'-0"
A
-
A
FLOOR PLAN
SCALE: 1/4" = 1'-0"
-
A
CURB
(TYP)CMU
(TYP)
S-515
EL 9.0
EL 5.0
HP EL
8.33
EL 9.0
DRILL AND EPOXY
GROUT #5@12"
CENTERED
W/ 6" EMBEDMENT
(T
YP
)
FILL GRADED
DRAINROCK
(T
YP
)
CONCRETE
CURB
(ALUM)
A
S-515
FINISH GRADE
EL 5.6
3-#5 TOP AND
BOT (TYP)
#5@8" TOP
AND BOT (TYP)
#5@32" HORZ
(TYP)
#5@24" VERT
W/ MATHCING
DOWELS (TYP)
3/4" CHAMFER (TYP)
(ALUM)
A
FD
LP EL
1-#5 CONT
2-#5 CONT
GROUT ALL
CELLS SOLID
FD
LP EL
-
1
S-191
STUCCO W/
PLASTER
B
B
JOINT REINF
@ 16" VERT
15'-8"
8"
11"
15'-8"
13'-10"
13'-4"6"
8"
11
"
8"
1'-0"
1'-3"
8 MILS VAPOR
RETADER
SUBGRADE
PREPARATION
C
SLOPE
HP EL 8.33
#5@12" EW
TOP
-
B
6'-5"
6'-5"
S-191
DN
-
SECTION
SCALE: 3/4" = 1'-0"
B
DRILL AND EPOXY GROUT
#5@12" CENTERED
W/ 6" EMBEDMENT
#5@12" EW
TOP&BOT (TYP)
1'-3"
FIELD VERIFY
C
DRILL AND EPOXY GROUT
3-#5x1'-9" LONG CENTERED
INTO EXISTING FOUNDATION
W/ 6" EMBEDMENT (BEYOND)
#5@8" TOP
AND BOT
(BEYOND)
DRILL AND EPOXY GROUT
#5@32" HORZ INTO
EXISTING WALL W/ 6"
EMBEDMENT (BEYOND)
LAP
6"
D
#5@12" EW
TOP&BOT (TYP)
#4@24" MAX
EACH WAY
#4 DRILL AND
BOND DOWELS
INTO EXISTING
SLAB @24" MAX
EACH WAY
(5" EMBED INTO
EXISTING SLAB)
File: C
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intzhr
Plot D
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hu 21-A
ug-2014 - 01:03P
M
CAST IRON ELBOW STEEL ELBOW
(FOR PIPE 48" DIAMETER
AND SMALLER)
1
`E'
DIAMETER
'B'
DIAMETER
`C'
THICK
`D'
SQUARE
ELBOW
'A' DIAMETER
2 1/2
3/8
3/8
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
3/4
3/4
3/4
3/4
13 1/2
13 1/2
13 1/2
23 1/2
5/8
5/8
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
7/8
7/8
1 1/8
DIMENSIONS IN INCHES
4
6
8
10
12
14
16
18
20
24
30
36
42
48 18
16
12
10
8
8
8
6
6
6
4
4
2
25
19
16
11
11
11
9
9
7
6
M-140
REV 110112
ELBOW SUPPORT
'B' DIAMETER
SCHEDULE 40
STEEL PIPE
'A' DIAMETER
STEEL ELBOW
STEEL PLATE
'C' THICK x 'D' SQUARE
'B' DIAMETER
SCHEDULE 40
STEEL PIPE
'A' DIAMETER
CAST IRON
BASE ELBOW
STEEL FLANGE
TO MATCH CI
BASE ELBOW
WITH 4 BOLTS
'E' DIAMETER
FOR ADDITONAL REQUIREMENTS SEE SPECIFICATION
SECTION 'PIPE SUPPORTS'.
1/4
1 1/2" NON-SHRINK
GROUT
1/4
1/4
1 1/2" NON-
SHRINK GROUT
'E' DIAMETER CONCRETE
ANCHORS, (4 AT 90°)
SEE SPECIFIATIONS
AND S-175
'E' DIAMETER CONCRETE
ANCHORS, (4 AT 90°)
SEE SPECIFIATIONS
AND S-175
NOTE:
H WINTZ
H WINTZ
GENERAL MECHANICAL
S HINGNEKAR
GM-1
NO SCALE
STANDARD DETAILS
3/4" OR 1" CONCRETE ANCHOR WITH
HEX NUT AND LOCKWASHER (TYP)
FOR MEDIUM AND HEAVY BRACKET,
RESPECTIVELY. SEE SPECIFICATIONS
(FOR PIPE 24" DIAMETER
AND SMALLER)
LO
AD
M-104
REV 110112
PIPE BRACKET
WELDED STEEL BRACKET
GRINNELL FIG. 195, 199
TOLCO FIG.30M, 30H, OR EQUAL
1. GALVANIZE ALL PARTS AFTER FABRICATION. WHERE
SUBMERGED, BRACKET, 'U' BOLT, LOCKWASHERS, AND
ANCHORS TO BE TYPE 316 STAINLESS STEEL
2. THIS PIPE BRACKET IS LIMITED TO PIPES UP
TO 24" DIAMETER, INCLUSIVE
3. THIS PIPE BRACKET SHALL ONLY BE USED ON
CONC WALLS WITH A MIN THICKNESS OF 12 INCHES.
4. FOR ADDITIONAL REQUIREMENTS SEE
SPECIFICATION SECTION 'PIPE SUPPORTS'.
'U' BOLT WITH DOUBLE NUTS AND
LOCKWASHERS, GRINNELL FIG 137,
TOLCO FIG 110 OR EQUAL. WHEN
USED WITH PVC OR FIBERGLASS
PIPE, PROVIDE 304 STAINLESS SHIELD
WITH LOOSE FIT AROUND PIPE AT
'U' BOLT. WRAP COPPER TUBING
WITH 2" WIDE STRIP OF RUBBER
FABRIC
NOTES :
THREADED ADJUSTER. SPECIAL
REDUCER, GRINNELL FIG 264,
TOLCO FIG 319 OR EQUAL
B DIAMETER SCHEDULE 40
STEEL PIPE
PIPE SIZE 4" THRU 36" ADJUSTABLE
PIPE SADDLE SUPPORT,
GRINNELL FIG 259,TOLCO
FIG 318/319 OR EQUAL
A DIAMETER SCHEDULE 40
STEEL PIPE, WELD TO PLATE
PIPE SIZE 2 1/2" THRU 36"
ADJUSTABLE PIPE SADDLE
SUPPORT, GRINNELL FIG 258,
TOLCO FIG 317/319 OR EQUAL
1. FOR ADDITIONAL REQUIREMENTS SEE SPEC SECTION 'PIPE SUPPORT'.
2. GALVANIZE ALL PARTS AFTER FABRICATION.
3. WHERE PIPE SUPPORT OCCURS ON GRADE REFER TO STRUCTURAL
DRAWINGS FOR DETAILS.
4. THIS PIPE SUPPORT IS LIMITED TO PIPE FROM 2 1/2" DIAMETER TO 36"
DIAMETER INCLUSIVE.
5. GALVANIZED ANCHOR BOLT OR CONCRETE ANCHOR WITH TWO NUTS
AND ONE LOCKWASHER. PROVIDE BAR 4 x 1/2" x 4" WELDED TO BOLT
(TYP OF 4) SEE SPECIFICATIONS.
NOTES:
MK-1MK-2
ADJUSTABLE PIPE SUPPORT WITH
OR WITHOUT 'U' BOLT
3
4
6
8
10
12
14
16
18
20
24
30
32
36
2
2
2
3
3
3
3
3
4
4
6
6
6
6
6
6
3
4
1 6
6
6
9
9
11
3
4
4
4
4
4
1
1
11
11
11
11
11
31
2 1/2
3 1/2
1 1/2
1 1/2
1 1/2
* 2 1/2 / 3
* 2 1/2 / 3
* 2 1/2 / 3
* 2 1/2 / 3
* 2 1/2 / 3
1 1/8
1 1/8
1 1/8
1 1/8
1 1/8
1 1/4
1 1/4
1 1/2
1 1/2
1 1/2
1 1/2
1 1/2
1 1/2
7 1/2
7 1/2
7 1/2
7 1/2
7 1/2
3/8
3/8
3/8
1/2
1/2
1/2
1/2
1/2
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
7 5/16
7 9/16
10 1/4
11 9/16
13 9/16
14 5/8
15 5/8
18 7/8
19 7/8
22 1/4
23 1/4
26 1/2
29 5/8
30 5/8
32 5/8
11 1/2
11 13/16
12 1/16
14 3/4
16 1/16
18 1/16
19 1/8
20 1/8
23 3/8
24 3/8
26 3/4
27 3/4
34 1/8
35 1/8
37 1/8
NOMINAL
PIPE SIZE
D SQUARE x E THICK
STEEL PLATE
DIMENSIONS IN INCHES
F
F
NON-SHRINK GROUT
C
'U'BOLT
C
(TYP) (TYP)
1" (MINIMUM)
3" (MINIMUM)
SEE NOTE 5
* SEE MANUFACTURER
A B C
(MAXIMUM)
D E
F (APPROX)
(MINIMUM)
7
M-108
REV 110112
(FOR PIPE 36" DIAMETER AND SMALLER)
'C' 'C'
'F' STEEL PLATE
HANGER
'A'
DIMENSIONS IN INCHES
'B' 'C' 'D' 'E' 'F'
3 TO 8
10 TO 14
16 TO 24
6
8
12
10
12
16
2
2
1
M-154
(FOR PIPE 24" DIAMETER AND SMALLER) REV 040108
PIPE ANCHOR SUSPENDED FROM CONCRETE
GUSSETS FOR
6" DIAMETER PIPE
AND LARGER 'E' DIAMETER BOLTS
WITH LOCKNUTS
'E' DIAMETER
CONCRETE ANCHORS
WITH LOCKWASHERS
SEE SPECIFICATIONS
NOMINAL
PIPE SIZE
SE
E
DR
AW
IN
GS
'A'
'D''D'
'B'
2" 2"2"2"
NOTES:
3/163/163/16
1 1/2
1 1/2
1 1/2 3/4
1/4
3/8
3/8
5/8
3/4
1. GALVANIZE ALL PARTS AFTER FABRICATION.
2. ALL BOLTS, ANCHORS, NUTS AND LOCKWASHERS EXPOSED TO WATER SHALL
BE TYPE 316 STAINLESS STEEL.
3. FOR 16"-24" DIAMETER PIPES, PROVIDE THREE CONCRETE ANCHORS (SEE SPECS)
AT 6" SPACING AND TWO GUSSETS AT 4" SPACING EACH SIDE OF HANGER.
4. FOR ADDITONAL REQUIREMENTS SEE SPECIFICATION SECTION 'PIPE SUPPORTS'.
SCALE
DESIGNED
DRAWN
CHECKED
SHEETWARNING
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
10
1
2
REV DATE BY DESCRIPTION
10505293
BIOLOGICAL ODOR CONTROL SYSTEM PROJECT
CITY OF NAPLES, FLORIDA
5237 SUMMERLIN COMMONS BLVD, OFFICE 105,
FORT MYERS, FLORIDA 33907
CERTIFICATE OF AUTHORIZATION NO 6773
ANY PRINTS NOT BEARING THIS STAMP
MAY HAVE BEEN PRINTED
PRIOR TO ADVERTISING AND CANNOT
BE CONSIDERED AS BID DOCUMENTS
ISSUED FOR BID - AUG 2014
LE
NG
TH
T
O S
UIT
3'-0" (M
AX
)3'-0" (M
AX
)
LO
AD
FACE OF WALL
M-102
REV 110112
FLUSH MOUNTED PIPE SUPPORT
(FOR PIPE 4" DIAMETER
AND SMALLER)
304 STAINLESS FRAMING SUPPORT, UNISTRUT SERIES
P-5500, GRINNELL/POWER-STRUT SERIES PS-150
OR EQUAL AT 5'-0" OC MAX UNLESS OTHERWISE
SHOWN
PIPE CLAMP GRINNELL/POWER-STRUT SERIES
3126, UNISTRUT 2558 OR EQUAL. WHEN USED
WITH PVC OR FIBERGLASS PIPE, PROVIDE
304 STAINLESS SHIELD WITH LOOSE FIT AROUND PIPE
AT CLAMP. FOR COPPER TUBING, WRAP WITH
2" WIDE STRIP OF RUBBER FABRIC
'U' FITTING UNISTRUT NO P-5547, GRINNELL
POWER-STRUT NO PS-2648 OR EQUAL (TYP)
1. FOR FLANGED PIPES, USE EXTENDED PIPE
SUPPORT AS SHOWN ON DETAIL M-103.
2. THIS PIPE SUPPORT IS LIMITED FOR PIPES
UP TO 2" DIAMETER, INCLUSIVE.
3. FOR ADDITIONAL REQUIREMENTS SEE
SPECIFICATION SECTION 'PIPE SUPPORTS'.
4. PIPE SUPPORTS LOCATED IN CHEMICAL
STORAGE OR CHEMICAL FEED AREAS, ALL
MATERIALS SHALL BE TYPE 516 SS OR
FIBERGLASS.
NOTES:
WHERE LENGTH EXCEEDS 3'-0", PROVIDE
INTERMEDIATE SUPPORTS AT MAX 3'-0" OC
UNISTRUT NO P-5547, GRINNELL/POWER-STRUT
NO PS-2648 OR EQUAL (TYP)
1/2" GALVANIZED CONCRETE ANCHOR,
WITH NUT AND LOCKWASHER (TYP)
SEE SPECIFICATIONS
File
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:53
AM
SCALE
DESIGNED
DRAWN
CHECKED
SHEETWARNING
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
10
1
2
REV DATE BY DESCRIPTION
10505293
BIOLOGICAL ODOR CONTROL SYSTEM PROJECT
CITY OF NAPLES, FLORIDA
5237 SUMMERLIN COMMONS BLVD, OFFICE 105,
FORT MYERS, FLORIDA 33907
CERTIFICATE OF AUTHORIZATION NO 6773
ANY PRINTS NOT BEARING THIS STAMP
MAY HAVE BEEN PRINTED
PRIOR TO ADVERTISING AND CANNOT
BE CONSIDERED AS BID DOCUMENTS
ISSUED FOR BID - AUG 2014
DEMOLITION PLAN
PHOTO 1 PHOTO 3
PHOTO 2
RELOCATE EXISTING PIPE
SUPPORT AS NECESSARY
GENERAL SHEET NOTES
REMOVE EXISTING SCRUBBER, FAN, RECIRCULATION, PUMPS.
REMOVE EXISTING CONCRETE EQUIPMENT PEDESTALS.
EXISTING STRUCTURE DIMENSIONS AND CONFIGURATION ARE
BASED ON AS-BUILT DRAWINGS AND ARE APPROXIMATE.
THE CONTRACTOR SHALL CONFIRM AND COORDINATE ALL
CONTROLLING FIELD DIMENSIONS AND CONDITIONS BEFORE
ORDERING OR FABRICATING ANY MATERIALS.
1.
2.
3.
ODOR CONTROL
H WINTZ
H WINTZ
MECHANICAL DEMOLITION
S HINGNEKAR
MD-1
NO SCALE
PLAN AND PHOTOS
PHOTO 4
REMOVE CONCRETE
CURB AND HAND RAIL
FOR REINSTALLATION
REMOVE ODOR CONTROL
SCRUBBER, EXHAUST FAN,
CHEMICAL STORAGE TANK
AND HOUSEKEEPING PADS
REMOVE 12" DUCT AND
HOUSEKEEPING PAD
PHOTO 3
PHOTO 2
PHOTO 1
PHOTO 4
REMOVE 12" DUCT AND
HOUSEKEEPING PAD
REMOVE 12" DUCT AND
HOUSEKEEPING PAD
REMOVE ODOR CONTROL
SCRUBBER, EXHAUST FAN,
CHEMICAL STORAGE TANK
AND HOUSEKEEPING PADS
REMOVE CONTROL
PANEL AND ABANDONED
CONDUIT
REMOVE
CONTROL PANEL
REMOVE ABANDONED
SODIUM HYDROXIDE
TRANSFER PIPING ON
STRUCTURE. CUT AND
CAP BELOW GRADE
SAFETY SHOWER AND
EYEWASH TO REMAIN
CHIP CONCRETE SLAB
FROM AROUND CONDUIT
HANDRAIL TO REMAIN
A
A
A. CHIP OUT CONCRETE SLAB AROUND CONDUIT TO ACCESS
ELECTRICAL CONDUIT AND MAINTAIN EXISTING REINFORCEMENT.
EXISTING REINFORCEMENT TO REMAIN IN PLACE SHALL BE
PROTECTED, CLEANED.
SHEET KEYNOTES
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SCALE
DESIGNED
DRAWN
CHECKED
SHEETWARNING
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
10
1
2
REV DATE BY DESCRIPTION
10505293
BIOLOGICAL ODOR CONTROL SYSTEM PROJECT
CITY OF NAPLES, FLORIDA
5237 SUMMERLIN COMMONS BLVD, OFFICE 105,
FORT MYERS, FLORIDA 33907
CERTIFICATE OF AUTHORIZATION NO 6773
ANY PRINTS NOT BEARING THIS STAMP
MAY HAVE BEEN PRINTED
PRIOR TO ADVERTISING AND CANNOT
BE CONSIDERED AS BID DOCUMENTS
ISSUED FOR BID - AUG 2014
PLAN
SECTION
-
A
-
A
1'-5"
WATER PANEL, FRP
ODOR CONTROL
H WINTZ
H WINTZ
MECHANICAL
S HINGNEKAR
M-1
3/8"=1'-0"
PLAN AND SECTION
16" FO (18)
16" FO-FRP
16" 90° BEND
TRANSITION
COUPLING
EXPANSION
JOINT
TRANSITION
COUPLING
FLOOR DRAINS
NUTRIENT
TANK
OUTLET STACK
TRANSITION
COUPLING
EXPANSION
JOINT
PIPE SUPPORT
16" 90° BEND
PIPE SUPPORT
PIPE SUPPORT
16" FO (18)
16" FO-FRP
5'-11"
5'-4"
7'-9"
DUCT BASE
ELBOW
SUPPORT
M-140
1 1/2" REW (19)
F-100
OC-100
4" DR (19)
CONNECT TO EXISTING
2" REW-PVC
2" REW-PVC
RECIRCULATION PUMP
(IF APPLICABLE)
OC-LCP
OC-100
1 1/2" REW (19)
RECIRCULATION
PUMP
(IF APPLICABLE)
F-100
EL 9.67
APPROX EL 11.44
EL 19.00
M-104
M-154
(TYP)
FLOOR DRAINS
(TYP)
M-104
(TYP)
NUTRIENT
TANK
WATER PANEL, FRP
OC-LCP
1 1/2" REW (19)
1" NUTRIENT (16)
1" NUTRIENT (16)
EL 5.00
EL 5.50
PLUG AND ABANDON
EXISTING FLOOR DRAIN
EL 9.00
(SIM)
BIOTRICKLING
FILTER DRAIN
M-108
(SIM)
M-102
(TYP)
M-102
(TYP)
GENERAL SHEET NOTES
FINAL MECHANICAL PIPE SERVICE AND ROUTING TO BE BASED
UPON SELECTED BIOTRICKLING FILTER SYSTEM SUPPLIER.
1.
SINGLE LINE DIAGRAM SYMBOLOGY
FRAME (AMPS)
TRIP (AMPS)
THERMAL MAGNETIC CIRCUIT BREAKER
100
20
CONDUIT AND RACEWAY SYMBOLOGY
JUNCTION BOX OR FITTING
J
EXPOSED
ENCASED/CONCEALED
A
AC
I/O
JUNCTION BOX
INPUT/OUTPUT
FLA
FO
HZ HERTZ
FULL LOAD AMPS
FIBER OPTIC
GROUNDGND
ELECTRICAL ABBREVIATIONS
mA
MCC
MM
MILLIAMPERE
MOTOR CONTROL CENTER
MULTIMODE
L
LCP
LCS
LP
WP
PH PHASE
RGS
VOLTAGE, VOLTSV
WEATHERPROOF
RIGID GALVANIZED STEEL
C
COMM
CP
CONDUIT, CLOSED
COMMUNICATIONS
CONTROL PANEL
J,JB
KILO AMP INTERRUPTING CURRENT
LOCAL
LOCAL CONTROL PANEL
LOCAL CONTROL STATION
LIGHTING PANEL
SH
SP
SHIELDED
SPARE
AMPERE, AUTOMATIC
ALTERNATING CURRENT
KAIC
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
GENERAL ELECTRICAL NOTES
ALL RACEWAYS AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED
IN ACCORDANCE WITH THE 2008 EDITION OF THE NATIONAL
ELECTRICAL CODE AND APPLICABLE LOCAL CODES.
THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF TERMINAL
BOXES AND CONDUIT ENTRANCES OF ALL EQUIPMENT AGAINST
APPROVED SHOP DRAWINGS BEFORE STUBBING UP CONDUITS.
REFER TO SPECIFICATION SECTION 260533 FOR REQUIREMENTS RELATED
TO FLEXIBLE CONDUIT INSTALLATION
CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL BE
INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT OR
STRUCTURAL CONDITIONS. EXPOSED CONDUIT SHALL BE INSTALLED
PARALLEL OR PERPENDICULAR TO BEAMS AND WALLS. REFER TO
SPECIFICATION SECTION 260533.
CONDUIT STUB-UPS SHALL NOT BE MORE THAN 6 INCHES FROM THE
CENTERLINE OF TERMINAL BOXES.
IN THE EVENT OF INTERFERENCE BETWEEN ELECTRICAL EQUIPMENT
SHOWN ON THE DRAWINGS AND OTHER EQUIPMENT, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IN WRITING AND THE ENGINEER SHALL
APPROVE PROPOSED CHANGES BEFORE THEY ARE MADE.
ALL SURFACE MOUNTED PANELS AND PANELBOARDS ON THE INTERIOR
OF EXTERIOR WALLS ABOVE GRADE OR IN OTHER LOCATIONS
CONSIDERED DAMP OR WET SHALL BE MOUNTED SO AS TO MAINTAIN A
1/4 INCH (MINIMUM) AIR SPACE BETWEEN THE ENCLOSURE AND THE WALL.
LOCATION OF JUNCTION BOXES ARE APPROXIMATE. THE CONTRACTOR SHALL
COORDINATE EXACT LOCATION WITH MECHANICAL PIPING AND SHALL
BE 6 INCHES (MINIMUM) AWAY FROM MECHANICAL PIPING FLOW LINES.
ONLY MAJOR JUNCTION BOXES ARE SHOWN. THE CONTRACTOR SHALL
PROVIDE ADDITIONAL JUNCTION BOXES WHERE REQUIRED TO MAKE A
WORKABLE INSTALLATION.
THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DETAILS
WHETHER OR NOT THEY ARE REFERENCED ON THE DRAWINGS.
ALL CONDUIT RUNS CROSSING EXPANSION JOINTS SHALL HAVE
EXPANSION OR EXPANSION AND DEFLECTION TYPE FITTINGS. FOR
LOCATIONS OF EXPANSION JOINTS, REFER TO THE STRUCTURAL DWGS.
CONNECTIONS BETWEEN RIGID CONDUIT AND MOTOR TERMINAL BOXES
OR SIMILAR EQUIPMENT SUBJECT TO VIBRATION SHALL BE FLEXIBLE
LIQUID-TIGHT CONDUIT.
CONDUITS SHALL BE TERMINATED SO AS TO PERMIT NEAT
CONNECTION TO MOTORS AND OTHER EQUIPMENT.
ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING
THE PROJECT TO VERIFY THE SCOPE OF WORK WITH FIELD
CONDITIONS. PARTICULAR ATTENTION SHOULD BE GIVEN TO NEW
CONDUIT RUNS IN EXISTING BUILDINGS.
3"
3"
1" (MIN)
3/4" CHAMFER
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
.
.
.
.
.
.
.
.
.
..
.
.
.
.
.
.
..
.
.
.
.
.
.
.
.
NOTE:
CONCRETE HOUSEKEEPING CURB
E-203
NON-HAZARDOUS LOCATIONS REV 110112
HOUSEKEEPING CURB REQUIRED AT ALL
LOCATIONS FOR SINGLE AND MULTIPLE RISERS.
COUPLING
SLAB PENETRATION
PVC-COATED RIGID
STEEL CONDUIT
HOUSEKEEPING
CURB
304 STAINLESS STEEL
FRAMING SUPPORT
WHERE LENGTH EXCEEDS
3'-0" PROVIDE INTERMEDIATE
SUPPORTS AT 3'-0" OC MAX
1/2 " STAINLESS STEEL
WEDGE ANCHOR WITH NUT &
LOCKWASHER (TYP)
304 STAINLESS
CONDUIT CLAMP (TYP)
"Z" FITTING
FACE OF WALL
FLUSH MOUNT
E-212
CONDUIT SUPPORT
REV 110112
STRUT BASE PLATE WITH 316 SS
CONCRETE EXPANSION ANCHORS
PROVIDE 1/2" GROUT AT BASE PLATE.
CONCRETE
FLOOR
EQUIPMENT BOLTED TO STRUT
FRAME. UTILIZE 316 SS ADAPTER
PLATES AS REQUIRED
ALL NUTS, BOLTS, STUDS,WASHERS, ETC. SHALL BE 316 SS.
316 SS STRUT FRAME,
INSTALL ANGLED CROSS
BRACING TO PREVENT LATERAL
MOVEMENT AS REQUIRED. (NOT
SHOWN)
E-908
EQUIPMENT MOUNTING DETAIL
EXISTING ODOR
CONTROL PANEL
TO BE REMOVED
BY CONTRACTOR
5" M
AX
POWER AND
CONTROL
JUNCTION BOXES
EXTENDED
FOUNDATION WALL
EXTENDED
FOUNDATION WALL
EXISTING
FOUNDATION WALL
INTERCEPT POWER AND CONTROL CONDUIT DETAIL
E-901
A
STEP 1 - REMOVE CONCRETE FROM CONDUIT. PROTECT EXISTING
REINFORCEMENT. SEE DEMO AND STRUCTURAL DRAWINGS.
B
STEP 2 - ADD COMPRESSION FITTING AND ELBOW.
NOTE : FOR THE CONTROL CONDUIT SELECT AN ELBOW WITH MINIMUM
BEND RADIUS MEETING THE FIBER OPTIC CABLE MANUFACTURER'S
REQUIREMENTS.
C
STEP 3 - EXTEND RACEWAY TO JUNCTION BOXES MOUNTED ON OUTSIDE WALL.
D
STEP 4 (NOT SHOWN) - PLACE BIOFILTER EQUIPMENT PAD WHICH WILL
ENCASE THE ELBOW.
(TYP FOR EQUIPMENT MOUNTED WHERE BUILDING
STRUCTURE OR WALLS ARE NOT AVAILABLE )
NOTE:
GROUNDING SYMBOLOGY
GROUND ROD (3/4" X 10'-0")
GROUND CONNECTION - BOLTED TYPE
GROUND CONNECTION - EXOTHERMIC TYPE
BARE COPPER GROUND
SIGNAL
1. PROVIDE MECHANICAL SUPPORT AND FITTINGS FOR ROUTED CONDUIT.
2. MECHANICALLY PROTECT CABLING WITHIN CONDUIT TO WITHIN 18" OF THE
SENSOR MOUNT AND TO WITHIN 12" OF THE SURGE ARRESTOR CONDUIT
CONNECTIONS AS APPLICABLE.
3. CONTRACTOR AND VENDOR FURNISHED CABLING SHALL BE RATED
WATERTIGHT AND FOR CONTINUOUS UV EXPOSURE WITHOUT DEGRADATION.
4. INSTRUMENT ENCLOSURE RATING SHALL CONFORM TO SECTION 260000 1.6.
5. FLEX CONDUIT IS TYPICALLY LIMITED TO 36".
SOLID COPPER GROUND WIRE SHALL NOT EXCEED 5 Ohm RESISTANCE OR
10' DISTANCE TO THE GROUND.
JUNCTION BOX ONLY REQUIRED IF SPARE PORT NOT AVAILABLE ON
SURGE ARRESTOR HOUSING.
DO NOT CROSS SIGNAL AND POWER CABLES.
A
B
C
C
B
A
C
C
I-914
FIELD INSTRUMENT SIGNAL SURGE ARRESTOR (LSA)
3
4
ANALOG FIELD
INSTRUMENT
(TYP)
BLK/RED
YEL/RED
GRN
JUNCTION BOX
GRN/RED
YEL
BLK
SIGNAL
POWER
5
1
2
GROUNDED
STEEL
BARRIER
DESCRIPTIONQTYITEM
1
2
3
BILL OF MATERIALS
SUPPLY
MATERIAL/
RATING
(WATER)
MATERIAL/
RATING
(CHEMICAL)
1
1 CONT
MANF
ARMANF
4
1
5
1
SIGNAL AND AC POWER SURGE SUPPRESSOR/FILTER
DIN-RAIL MOUNTED TERMINAL BLOCK
316 SS
316 SS
316 SS
316 SS
316 SS
316 SS
ANALOG SIGNAL SURGE ARRESTOR
(LOOP POWERED INSTRUMENTS)
ANALOG SIGNAL SURGE ARRESTOR
(FOUR WIRE INSTRUMENTS)
GENERAL NOTES:
TO
INSTRUMENT
TO
INSTRUMENT
PROTECTED
INSTRUMENT
SIGNAL
PROTECTED
INSTRUMENT
POWER
KEYNOTES:
ENCLOSURE MOUNTED ON INSTRUMENT STAND
MULTISTAGE SIGNAL SURGE SUPPRESSOR HOUSING. THREADED FITTING.
CONT
CONT
CONDUIT
CONDUIT
PVC-COATED
STEEL FLEX CONDUIT
CONDUIT
JUNCTION BOX
NONE NONE
STRAIGHT NIPPLE
TO MATCH CONDUIT MATERIAL
CONDUIT
CONDUIT
LEXAN PLASTIC LEXAN PLASTIC
3/4" FLEX TO
CONDUIT CONNECTOR
3/4" FLEX CONDUIT TO
PORT CONNECTOR
3/4" CONDUIT TO
PORT CONNECTOR
3/4" CONDUIT TO
PORT CONNECTOR
3/4" CONDUIT
TO PORT
CONNECTOR
3/4" CONDUIT
TO PORT
CONNECTOR
KEY NOTES:
File: C
:\pw
workdir\d0188166\N
BO
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E-1.dw
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ser: w
intzhr
Plot D
ate: T
hu 21-A
ug-2014 - 02:09P
M
SCALE
DESIGNED
DRAWN
CHECKED
SHEETWARNING
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
10
1
2
REV DATE BY DESCRIPTION
10505293
BIOLOGICAL ODOR CONTROL SYSTEM PROJECT
CITY OF NAPLES, FLORIDA
5237 SUMMERLIN COMMONS BLVD, OFFICE 105,
FORT MYERS, FLORIDA 33907
CERTIFICATE OF AUTHORIZATION NO 6773
ANY PRINTS NOT BEARING THIS STAMP
MAY HAVE BEEN PRINTED
PRIOR TO ADVERTISING AND CANNOT
BE CONSIDERED AS BID DOCUMENTS
ISSUED FOR BID - AUG 2014
D STEFFES
J PAPP
GENERAL ELECTRICAL
Y KSHIRSAGAR
GE-1
NO SCALE
SYMBOLS, NOTES AND DETAILS
LIGHTING
PANEL
L-4 RIO MCC-3
BIOFILTER CONTROL
PANEL (EXISTING)
BLOWER
RECIRC PUMP 1
RECIRC PUMP 2
FS
PUMP
J
INSTRUMENTS
BIOFILTER CONTROL
PANEL (OC-LCP)
BLOWER
RECIRC PUMP
NUTRIENT MIXER
480V
INTERMEDIATE
WIREWAY
50A 120V FEED
2#6, 1#10GND, 1"C
3/4" C
480V FEED
VIA DUCTBANK
JJ
EXISTING
BIOFILTER
EQUIPMENT IS AT
BIOFILTER
STRUCTURE
120V
120V
CONTROL
JUNCTION BOX
POWER
JUNCTION BOX
2-2PR MM FIBER
(INCLUDES 1 PAIR SPARE), 3/4"C
3#8, 1#10 GND,
1" C
3#12, 1#12 GND, 3/4"C
3#12, 1#12 GND, 3/4"C
2#12, 1#12 GND, 3/4"C
480V
480V
120V
BIOFILTER
EQUIPMENT
BIOFILTER
STRUCTURE
EQUIPMENT IS IN
OLD PLANT ELEC
BLDG
A
A
I
I
D
B
B
CC
600A, 3PH BUS (GE 8000 LINE)
30A, 3P
30A/3P
LV
CP
HV
CP
FHP FHP 5
MS
FS
TO PNL L4
(2)#6 & #10
IN 1"C
(5)COND.
#14 CONT.
CABLE IN
3/4"C
CHEM.
CP
RECIP.
PUMPS
ODOR
CONTROL
SYSTEM
TO CAUSTIC
PUMP CONT.
VIA CONTROLS
CABINET
MCC-3 EXISTING
"OLD PLANT ELECTRICAL BUILDING"
600A, 3PH BUS (GE 8000 LINE)
30A, 3P
MCC-3 REVISED
"OLD PLANT ELECTRICAL BUILDING"
BIOFILTER CONTROL PANEL
(OC-LCP)
2-2PR MM
FIBER TO OLD
PLANT ELEC BLDG
RIO
ODOR CONTROL SYSTEM
BIOFILTER CONTROL PANEL (OC-LCP) AND
BIOFILTER WATER CONTROL PANEL (OC-WCP)
BIOFILTER
STRUCTURE
EXISTING
BIOFILTER CONTROL PANEL
LOCATION FOR
INTERCEPTING CONDUIT.
EXISTING PANEL TO BE
REMOVED BY CONTRACTOR.
SEE DETAIL E-901
EXPOSED RACEWAY
AROUND PERIMETER
REVISED
BIOFILTER
STRUCTURE
POWER AND CONTROL
JUNCTION BOXES
FOR INTERCEPTED
CONDUIT.
SEE DETAIL E-901
INTERMEDIATE
WIREWAY
OLD PLANT ELEC
BLDG RIO
MCC-3
L-4 (120V LP)
EQUIPMENT WITHIN "
OLD PLANT ELEC
BLDG". ORIENTATION
IS FOR ILLUSTRATION
ONLY AND IS NOT
ACCURATE.
E
F
F
CONDUIT DEVELOPMENT
PLAN DRAWING
CONTROL
5#14,
2-2PR MM FIBER
3#8, 1#10 GND
3#10, 1#10 GND,
1" C
G
G
BLOWER
J
RAILING
H
BIOFILTER WATER
CONTROL PANEL
(OC-WCP)
-120V NUTRIENT PUMP
-RECIRC FLOW FIT/FSL
CONDUIT AND
CABLE AS
REQUIRED
File: C
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workdir\d0188166\N
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-1.dw
gU
ser: continbt
Plot D
ate: T
ue 12-A
ug-2014 - 10:53A
M
SCALE
DESIGNED
DRAWN
CHECKED
SHEETWARNING
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
10
1
2
REV DATE BY DESCRIPTION
10505293
BIOLOGICAL ODOR CONTROL SYSTEM PROJECT
CITY OF NAPLES, FLORIDA
5237 SUMMERLIN COMMONS BLVD, OFFICE 105,
FORT MYERS, FLORIDA 33907
CERTIFICATE OF AUTHORIZATION NO 6773
ANY PRINTS NOT BEARING THIS STAMP
MAY HAVE BEEN PRINTED
PRIOR TO ADVERTISING AND CANNOT
BE CONSIDERED AS BID DOCUMENTS
ISSUED FOR BID - AUG 2014
ODOR CONTROL
D STEFFES
J PAPP
ELECTRICAL
Y KSHIRSAGAR
E-1
NO SCALE
CONDUIT, MCC AND PLAN
SHEET KEYNOTES
REMOVE EXISTING CONTROL WIRING AND INSTALL NEW FIBER TO
RIO FROM THE OC-LCP AS SHOWN.
REMOVE WIRING. RACEWAY TO BE ABANDONED.
INTERCEPT EXISTING DUCTBANK STUB-UP AT EXISTING BIOFILTER
CONTROL PANEL LOCATION. SEE DETAIL E-901 AND DEMOLITION
DRAWING FOR ADDITIONAL DETAILS.
THE EXISTING BIOFILTER HAS A SINGLE DIGITAL I/O POINT FOR
"ALARM" TO THE RIO CABINET. THIS POINT AND WIRING SHALL BE
REMOVED. THE BIOFILTER PROVIDED UNDER THIS CONTRACT
WILL COMMUNICATE OVER FIBER. THE FIBER SHALL BE PROVIDED
AND CONNECTED TO A PATCH PANEL WITHIN THE RIO CABINET.
(FROM THE RIO CABINET TO THE MASTER PLC-5 THERE ARE
2 SETS OF SPARE FIBER TO COMPLETE THE FIBER PATH. THE
CONTRACTOR SHALL TERMINATE THE SPARE FIBER.) SEE SPEC
409520 FOR I/O CONFIGURATION REQUIREMENTS ON THE FIBER
CONNECTION.
CONDUIT AND WIRE FROM BIOFILTER CONTROL PANEL TO IT'S
FIELD COMPONENTS ARE NOT SHOWN, BUT SHALL BE
PROVIDED PER CONDUIT DEVELOPMENT. SEE PROCESS "M"
DRAWINGS FOR EQUIPMENT LOCATIONS.
SEE APPENDIX RECORD DRAWINGS FOR SITE LOCATION OF
" OLD PLANT ELECTRICAL BUILDING."
EQUIPMENT SHALL BE REMOVED.
THE LOCATION OF EXISTING PLANT GROUND RING IS UNKNOWN.
PROVIDE A GROUND ROD WITH #4 GROUND WIRE TO BIOFILTER
CONTROL PANEL. THE EQUIPMENT GROUND (WHICH RUNS FROM
MCC-3 TO THIS PANEL) SHALL ALSO BE BONDED TO THIS
CONNECTION VIA THE GROUND BAR LOCATED WITHIN THE PANEL
TO ENSURE EQUAL POTENTIAL. IF THE EXISTING GROUND RING IS
UNCOVERED DURING CONSTRUCTION, ALSO INTERCONNECT TO IT.
REMOVE EXISTING POWER WIRING AND INSTALL NEW POWER
CONDUCTOR TO MCC-3 FROM THE OC-LCP AS SHOWN.
SIZE JUNCTION BOX TO ALLOW MINIMUM BEND RADIUS OF FIBER
MEETING CABLE MANUFACTURER REQUIREMENTS.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
GENERAL SHEET NOTES
1.
2.
THE BIOFILTER DESIGN IS BASED ON BIOREM AS OUTLINED IN
417013. (SEE REQUIREMENTS OF 417013 SHOULD ANOTHER
SUPPLIER BE SELECTED.)
SEE 417013 AND DETAILS ON SHEET GE-1 FOR SURGE ARRESTOR
REQUIREMENTS.