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


ATTACHMENT A - Naples Biological Odor Control System 082114

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10505293

BIOLOGICAL ODOR CONTROL SYSTEM PROJECT

CITY OF NAPLES, FLORIDA









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

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07/2014

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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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NOT TO SCALE

10

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10505293











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)




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

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DRAWN

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SHEETWARNING

IF THIS BAR DOES

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THEN DRAWING IS

NOT TO SCALE

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10505293











J TEHANEY

K PARK

GENERAL STRUCTURAL

K PARK

GS-2

NO SCALE

STANDARD DETAILS-II







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SHEETWARNING

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10505293











ODOR CONTROL PLATFORM

J TEHANEY

K PARK

STRUCTURAL

K PARK

S-1

AS SHOWN

PLANS, SECTIONS AND DETAIL







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


3-#5x1'-9" LONG CENTERED

INTO EXISTING FOUNDATION

W/ 6" EMBEDMENT (BEYOND)

#5@8" TOP

AND BOT

(BEYOND)


#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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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


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


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'


'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

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10505293











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


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

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DESIGNED

DRAWN

CHECKED

SHEETWARNING

IF THIS BAR DOES

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THEN DRAWING IS

NOT TO SCALE

10

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10505293











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

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10505293











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

.

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.

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..

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..

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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:

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DESIGNED

DRAWN

CHECKED

SHEETWARNING

IF THIS BAR DOES

NOT MEASURE 1"

THEN DRAWING IS

NOT TO SCALE

10

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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

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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


10505293











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.

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