Atch_3-SXHT-09-1091-Drawings.pdf

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STATE OF FLORIDA

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AIR FORCE BASE

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ACCCESS ROAD

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SOUTH GATE (PERSONNEL ONLY)

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TRUCK DELIVERY ONLY

BUILDING 423-CONTRACTING OFFICER

BUILDING 535-45TH CES

MAIN GATE (PERSONNEL ONLY)

S.R. A1A

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GOLF COURSE

T7

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PATRICK AIR FORCE BASE

SXHT 09-1091

FLORIDA

SCALE:

LOCATION PLAN

NONE

TRUE

NORTH

REPAIR CENTRAL WATER TOWER

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIED

HAZARDOUS MATERIALS

G-001

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IDENTIFICATION

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BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

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ENGINEER OF RECORD (E.O.R.)

LARRY COLEMAN, FL PE #40083

GP STRATEGIES CORPORATION CA #7133

1300 ARMSTRONG DRIVE, SUITE 102

TITUSVILLE, FL 32780

321-289-4900

Sheet List Table

Sheet Number Sheet Title

GENERAL

G-001 VICINITY MAP LOCATION MAP AND DRAWING INDEX

CIVIL

C-101

WATER TOWER SITE PLAN, FENCE DETAILS AND NOTES

HAZARDOUS MATERIALS

H-001 FACILITY 948 - HAZARDOUS MATERIALS GENERAL NOTES

H-101 FACILITY 948 - HAZARDOUS MATERIAL PLAN

STRUCTURAL

S-001

FACILITY 948 STRUCTURAL DESIGN CRITERIA, NOTE AND ABBREVIATIONS

S-101

PLANS AT GROUND, INTERMEDIATE, WALKWAY & TANK LEVELS

S-301 OVERALL WATER TOWER & ACCESS LADDER ELEVATIONS

S-501 WATER TOWER SECTIONS & DETAILS

S-502 WATER TOWER SECTIONS & DETAILS

S-503 WATER TOWER SECTIONS & DETAILS

S-504 WATER TOWER SECTIONS & DETAILS

S-601 WATER TOWER REPAIR SCHEDULE & REPAIR NOTES

ELECTRICAL

E-101 FACILITY 948 - CATHODIC PROTECTION PLAN AND DETAILS

E-102 FACILITY 948 - ELECTRICAL ELEVATION

AutoCAD SHX Text

PROJECT LOCATION FACILITY 948

LINE OF

SLOPED

TILE ROOF

ABOVE (E)

UTILITY

BLD'G (E)

VALVE

PIT

CONC

PIER

PUMP

BLD'G

CONTRACTOR SHALL REMOVE AND REPLACE PORTIONS OF FENCE SYSTEM AS REQUIRED AND NECESSARY TO PERFORM ALL TANK SYSTEM CORROSION REPAIR AND

REPLACEMENT WORK REQUIRED UNDER THIS CONTRACT. ALL FENCE SYSTEM AND COMPONENTS INCLUDING FOUNDATIONS, FENCE AND GATE FRAMING, GROUNDING

WIRES AND RODS ETC THAT ARE EITHER DAMAGED OR NOT REUSABLE SHALL BE REPLACED WITH NEW AS REQUIRED. REFER TO DETAILS AND NOTES FOR FENCE

SYSTEM AND COMPONENT REPLACEMENT. LOCATION AND LAYOUT OF REPLACED FENCE SHALL MATCH EXISTING. PROVIDE SILT FENCES THROUGHOUT

CONSTRUCTION AS REQUIRED.

CONTRACTOR SHALL REMOVE AND REPLACE ALL LANDSCAPING SOD AS REQUIRED AND NECESSARY TO PERFORM ALL TANK CORROSION REPAIR AND REPLACEMENT

WORK REQUIRED UNDER THIS CONTRACT. REPLACEMENT SOD SHALL MATCH EXISTING TYPE. ALL SHRUBBERY IN THE WAY OF THE REPAIR PROCESS SHALL BE

SHALL BE REMOVED AND DISPOSED OF.

CONTRACTOR SHALL PROTECT ALL UTILITIES, BOTH ABOVE AND BELOW GROUND, EQUIPMENT, PIPING AND STRUCTURES IN THE CONSTRUCTION AREA. CONTRACTOR

SHALL PERFORM A SURVEY OF UNDERGROUND UTILITIES ETC PRIOR TO THE START OF CONSTRUCTION AND PROVIDE A COPY TO THE CONTRACTING OFFICER PRIOR

TO THE START OF ANY WORK.

CONTRACTOR SHALL NOT OPERATE HEAVY CONSTRUCTION EQUIPMENT WITHIN 5 FEET OF ANY EXISTING UNDERGROUND TANKS AND PIT WALLS TO PREVENT BOTH

VISIBLE AND HIDDEN DAMAGE. SEE PLAN FOR PIT LOCATIONS.

FLAG NOTES; TANK SITE PLAN

X

X

X

X

APPROX LINE

FENCE (E)

NOTE; DO NOT OPERATE ANY

LIFTS OR OTHER SIMILAR

HEAVY EQUIPMENT WITHIN 5

FEET OF VALVE PIT OR VAULT

WALLS!

ELEC

PAD

'W'

CONC

PAD

'W'

X

X

X

X

X

X

X

X

X

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WELL

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NOTE: ALL DIMENSIONS SHOWN

ARE APPROXIMATE.

CONTRACTOR TO FIELD VERIFY

ALL MEMBER DIMENSIONS AND

SIZES BEFORE ORDERING ANY

MATERIALS

ABBREVIATION / KEY;

E = EXISTING

N = NEW

R/R = REMOVE & REPLACE

REP = REPAIR

F.V. = FIELD VERIFY

CHAIN LINK FENCING

CLF-1: MATERIALS

THE CONTRACTOR SHALL PROVIDE STEEL POSTS, TENSION WIRE, BRACES, OTHER ELEMENTS AND COMPONENTS, EQUIPMENT, SUPPORTING DEVICES AND MATERIALS AS

REQUIRED, SHOWN AND SPECIFIED BELOW AND AS REQUIRED FOR THE COMPLETE INSTALLATION AND OPERATION FOR A COMPLETE PERIMETER SECURITY FENCE

SYSTEM.

CLF-2: SECURITY FENCE STEEL PIPE POSTS: ASTM A53 GRADE B, STANDARD WEIGHT (SCH 40), ASTM F 1083 HOT DIPPED GALVANIZED, TYPICAL U.N.O. SPACE POSTS SO

THAT FRAME MEMBERS ARE NOT MORE THAN TEN FEET APART UNLESS OTHERWISE INDICATED. NOMINAL SIZES ARE AS NOTED BELOW, UNLESS SHOWN OTHERWISE:

A. END, ANGLE, CORNER OR PULL POSTS: 2 1/2" DIA. (2.875" O.D. 5.79 plf)

B. INTERMEDIATE/INTERIOR POSTS: 2" DIA. (2.375" O.D. 3.65 plf)

C. STEEL PIPE CONFORMING TO ASTM A1011 OR GREATER STRENGTH, WITH MATCHING SIZES AS NOTED, WILL BE ACCEPTABLE AS AN ALTERNATE.

CLF-3: TOP RAIL: THE STRUCTURE SECURITY FENCE SHALL HAVE 1 1/2" DIA PIPE (1.660" O.D., 2.27 plf) FOR TOP RAIL.

CLF-4: TENSION WIRE: NO. 6 GAUGE COILED SPRING WIRE, METAL AND FINISH TO MATCH FABRIC. LOCATE AT BOTTOM OF SECURITY FENCE.

CLF-5: WIRE TIES: 11 GAUGE GALVANIZED STEEL (TO MATCH FABRIC CORE MATERIAL).

CLF-6: POST BRACING:

A. DIAGONAL ADJUSTABLE RODS THREE-EIGHTHS INCH IN DIAMETER EQUIPPED WITH ADJUSTABLE TIGHTENER.

B. HORIZONTAL BRACES: 1 1/4" DIA. (1.66" O.D., 2.27 plf).

CLF-7: POST TOPS:

A. DESIGNED AS A WEATHERTIGHT CLOSURE CAP FOR TUBULAR POSTS.

B. MALLEABLE IRON OR PRESSED STEEL.

CLF-8: STRETCHER BARS:

A. ONE PIECE, FULL HEIGHT OF FABRIC.

B. 0.15" x 3/4", GALVANIZED.

C. BANDS OF GALVANIZED STEEL OR MALLEABLE IRON.

CLF-9: GATE POSTS: FURNISH POSTS FOR SUPPORTING SINGLE GATE LEAF, OR ONE LEAF OF A DOUBLE GATE INSTALLATION, FOR NOMINAL GATE WIDTHS AS FOLLOWS:

GATE TYPE GATE POST DIA. O.D., (plf)

PERSONNEL 2 1/2" DIA. (2.875" O.D., 5.79 plf)

DOUBLE SWING 5" DIA. (5.56" O.D., 14.62 plf)

CLF-10: THE CONTRACTOR SHALL FURNISH MANUAL SWING GATES AS FOLLOWS:

A. FRAMING: TOP, BOTTOM MIDDLE & END VERTICALS; 1 1/2" DIA. (1.90 O.D., 2.72 PLF).

B. FABRICATE PERIMETER FRAMES OF GATES FROM METAL AND FINISH TO MATCH FENCE FRAMEWORK.

C. PROVIDE INTERMEDIATE HORIZONTAL AND VERTICAL MEMBERS FOR PROPER GATE OPERATION AND FOR ATTACHMENT OF FABRIC, HARDWARE AND ACCESSORIES.

D. FRAMES ASSEMBLED BY WELDING OR WATERTIGHT GALVANIZED STEEL RIGID FITTINGS.

E. FABRIC TO MATCH THAT OF FENCE. INSTALL FABRIC WITH STRETCHER BARS AT VERTICAL AND TOP AND BOTTOM EDGES.

F. DIAGONAL CROSS BRACING OF THREE-EIGHTHS INCH DIAMETER ADJUSTABLE TRUSS RODS TO ENSURE FRAME RIGIDITY WITHOUT SAG OR TWIST.

CLF-11: GATE HARDWARE:

A. HINGES OF PRESSED OR FORGED STEEL OR MALLEABLE IRON, NON LIFT-OFF TYPE, OFFSET TO PERMIT 180-DEGREE GATE OPENING, ONE AND ONE-HALF INCH PAIR

PER LEAF.

B. LATCHES AND GATE STOPS: DOUBLE LEAF.

I. PLUNGER-BAR TYPE LATCH, FULL GATE HEIGHT, DESIGNED TO ENGAGE GATE STOP OF FLUSH-PLATE TYPE, WITH ANCHORS.

II. LOCKING DEVICE AND PADLOCK EYES AN INTEGRAL PART OF LATCH.

III. KEEPER TO AUTOMATICALLY ENGAGE GATE LEAF AND SECURE FREE END OF GATE IN OPEN POSITION.

CLF-12: COATING: ALL FENCE SYSTEM PARTS & COMPONENTS SHALL BE HOT DIPPED GALVANIZED AND PAINTED BLACK TO MATCH EXISTING.

TYP

TYP

TYP

TYP

TYP

TYP

TYP

NOTE; DO NOT SCALE THESE

DRAWINGS. CONTRACTOR

SHALL FIELD VERIFY ALL

DIMENSIONS AND

CLEARANCES TYPICAL

TYP

S C

H

O

O

L A

V E

GRADE

SEE NOTES TYP

BRACE BAND

TENSION BAR

TENSION BAND

SAME AS CORNER

POST FITTINGS

FINISHED

GRADE

SEE NOTES FOR

PIPE GATE

FRAME MEMBER

SIZES

GATE POST GATE POST

L

C

L

C

FRAME CAP

POST CAP

GATE POST

HINGE, TYP.

5" MAX

2" GALVANIZED

DIAMOND MESH

INTERWOVEN WIRE

FABRIC, 9 GAGE.

SEE NOTES FOR

LINE POST SIZE TYP

TIES SPACED 2'

O.C. TYP

SEE NOTES FOR

END AND GATE

POST SIZES TYP

SEE NOTES FOR

CORNER POST SIZE

TYP

TRUSS ROD

TIGHTENER

TYP. TERMINAL

POST FOOTING

GATE END &

CORNER POST

TYP. LINE POST

FOOTING

LINE POST

REINFORCING WIRE (#6

GAGE) WOVEN THROUGH

ENTIRE LENGTH TOP AND

BOTTOM OF FENCE FABRIC

PIPE CLAMP FOR

#6 & #4 BAR CU.

1"x12" FLEXIBLE

BONDING JUMPER

PIPE CLAMP FOR

#4/0 BARE CU.

3/4"x 20' LG.

COPPERWELD

GND ROD

1 1/4"Ø CENTER DROP

BAR/LATCH WITH GALV.

RECEIVER PIPE IN MIN.

10"Øx24" DEEP CONC

TYPICAL DOUBLE GATE ELEVATIONTYPICAL PEDESTRIAN GATE ELEVATIONTYPICAL FENCE ELEVATION

10'-0" O.C. MAX.

18" 12"

M

E

A R

A N

C E

24"

5" MAX

5" MAX (PAVED

SURFACE)

"Ø TRUSS ROD W/

TURNBUCKLE & CLEVIS

CONT

STRETCHER

FLAT BAR

SEE NOTES FOR

GATE POST SIZE

FENCE ADJACENT

TO POSTS

OMITTED FOR

CLARITY TYP

SEE NOTES TYP

STRETCHER BAR TYP

SEE NOTES FOR

TRUSS ROD TYP

GATE

LATCH

SCALE: 1/2" = 1'-0"

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24'16'6' 2'4' 0' 8'

GRAPHIC SCALE 1/8" = 1'-0"

6'3' 4' 5'2'1'0'1'

GRAPHIC SCALE 1/2" = 1'-0"

PLAN

NORTH

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FACILITY 948 SITE PLAN, CENTRAL WATER TOWER

Richard Barcant, FL PE #35462 RKB & Assoc Inc., FBPE CA #8377 304 Oak St., Melbourne Beach, FL 32951 321-725-3989 n g i n e e r i n g I n c

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ABBREVIATIONS:

45SW - 45TH SPACE WING

ACM - ASBESTOS CONTAINING MATERIAL

ACT - ACOUSTIC CEILING TILE

AFF - ABOVE FINISHED FLOOR

ALUM - ALUMINUM

ANOD - ANODIZED

BLDG - BUILDING

CFR - CODE OF FEDERAL REGULATIONS

CONC - CONCRETE

CONT - CONTINUOUS

CMDR - COMMANDER'S

CMU - CONCRETE MASONRY UNIT

CPT - CARPET

CT - CERAMIC TILE

DN - DOWN

DWGS - DRAWINGS

EPA - ENVIRONMENTAL PROTECTION AGENCY

EXIST - EXISTING

EXT - EXTERIOR

F.A.C. - FLORIDA ADMINISTRATIVE CODE

F.G. - FIBERGLASS

FDEP - FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

FIN FL - FINISH FLOOR

F.V. - FIELD VERIFY

GA - GAUGE

GALV - GALVANIZED

GC - GENERAL CONTRACTOR

GRT - GROUT

GYP BD/GWB - GYPSUM WALL BOARD

H.M. - HOLLOW METAL

HAZMAT - HAZARDOUS MATERIALS

HW/HDW - HARDWARE

INSUL - INSULATION

INT - INTERIOR

MAX - MAXIMUM

MFR - MANUFACTURER

MIN - MINIMUM

M.O. - MASONRY OPENING

MTL - METAL

MRGWB - MOISTURE RESIST GYPSUM WALL BOARD

MTD - MOUNTED

NOM - NOMINAL

O.C. - ON CENTER

O.D. - OUTSIDE DIAMETER

OSHA - OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

P/PT - PAINT

P.T. - PRESSURE TREATED

PCB - POLYCHLORINATED BIPHENYLS

PEL - PERMISSIBLE EXPOSURE LEVEL

PLYWD - PLYWOOD

PL - PLASTIC LAMINATE

PLST - PLASTER

PPE - PERSONAL PROTECTIVE EQUIPMENT

PSI - POUNDS PER SQUARE INCH

PTS - POINTS

PVC - POLYVINYL CHLORIDE

REINF - REINFORCED

R.S. - RUBBER STRINGER

RTNR - RUBBER TREAD/NOSE/RISER

S.C. - SOLID CORE

SCHED/SCH - SCHEDULE

SDS - SAFETY DATA SHEETS

SMS - SHEET METAL SCREW

S.S. - SOLID SURFACE

ST. STL. - STAINLESS STEEL

TBB - TILE BACKER BOARD

TYP - TYPICAL

U.O.N. - UNLESS OTHERWISE NOTED

VWB - VINYL WALL BASE

VAT - VINYL ASBESTOS TILE

PROJECT SPECIFIC NOTES

1. CONTRACTOR SHALL COORDINATE DUST AND EQUIPMENT COVER INSTALLATION

WITH CONTRACTING OFFICER AND WITH FACILITY USER; EXISTING FACILITY

FUNCTION SHALL NOT BE COMPROMISED.

GENERAL HAZARDOUS MATERIAL NOTES:

REFER TO THE APPLICABLE SPECIFICATIONS FOR ADDITIONAL INSTRUCTIONS.

1. THERE SHALL BE NO AIR EMISSIONS OF DEBRIS AND CONTRACTOR SHALL COMPLY WITH 40 CFR 763 AND 29 CFR

1910, GENERAL HEALTH AND SAFETY FOR ALL EMPLOYEES. ANY SANDBLASTING OR NEEDLE-JET OPERATIONS

MUST BE APPROVED BY THE CONTRACTING OFFICER AND SHOULD HAVE FULL CONTAINMENT.

2. THE GC SHALL UTILIZE HEAVY METALS SURVEY REPORTS PROVIDED BY THE CONTRACTING OFFICER IN ORDER TO

COMPLETE THE SCOPE OF WORK PER THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL CONTACT

THE CONTRACTING OFFICER IF THE PRESENCE OF ACM IS SUSPECTED OR DISTURBED, AND HAS NOT BEEN

IDENTIFIED BY THIS CONTRACT, BUT IS REQUIRED TO BE DISTURBED IN ORDER TO:

· PERFORM THE CONTRACT WORK;

· SAFELY ACCESS THE AREA OF WORK WITHOUT EXPOSURE TO HAZMAT ABOVE THE PEL; OR

· HAVE WORKERS PERFORM THE CONTRACT WORK WITHOUT EXPOSURE TO HAZMAT ABOVE PEL.

UNDER NO CIRCUMSTANCES SHALL ANY ACM BE REMOVED WITHOUT THE CONTRACTING OFFICER APPROVAL. FOR

REFERENCE, SEE HAZMAT LEGEND OR REFER TO HAZMAT DRAWINGS.

3. THE REQUIREMENTS ESTABLISHED IN THE OSHA STANDARD FOR LEAD, CADMIUM AND CHROMIUM IN

CONSTRUCTION, 29 CFR 1926.62, 29 CFR 1926.1127 AND 29 CFR 1926.1126, RESPECTIVELY, MUST BE COMPLIED WITH

FOR ANY CONSTRUCTION, REFURBISHMENT, OR DEMOLITION OPERATIONS WHICH INVOLVES THE DISTURBANCE OF

COATINGS WHICH CONTAIN HAZARDOUS METALS. THE LEAD, CADMIUM AND CHROMIUM STANDARDS ESTABLISH

SPECIFIC PERSONAL PROTECTIVE EQUIPMENT TO INCLUDE RESPIRATORY PROTECTION BASED ON THE TYPE OF

WORK TO BE PERFORMED (SEE SPECIFICATIONS FOR ADDITIONAL DATA).

4. WHEN ABATING PAINT CONTAINING HEAVY METALS, CONTRACTOR SHALL PROVIDE SUBMITTAL FOR

ENVIRONMENTAL WORK PLAN TO ADDRESS CONTRACTOR IDENTIFIED BEST MEANS OF PRACTICE IN COMPLIANCE

WITH FDEP, EPA AND OSHA. ONLY THOSE PERSONNEL TRAINED IN ABATEMENT HANDLING AND DISPOSAL MAY

PERFORM WORK AND SHALL DO SO IN A MANNER THAT MINIMIZES GENERATION OF AIRBORNE DEBRIS. WATER AND

DEBRIS SHALL BE COLLECTED, TESTED, MANAGED AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND

AIR FORCE REGULATIONS.

5. IF PRODUCTS ARE TO BE USED DURING THE PROJECT WHICH MAY CONTAIN HAZARDOUS CHEMICALS, THE SDS FOR

THOSE PRODUCTS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW TO DETERMINE PERSONAL

PROTECTIVE EQUIPMENT REQUIREMENT FOR PERSONNEL USING PRODUCTS ALONG WITH CONTRACTOR'S SAFETY

PLAN, PRIOR TO START OF WORK.

6. PERSONNEL WHO UTILIZE RESPIRATORY EQUIPMENT SHALL COMPLY WITH OSHA STANDARD 29 CFR 1910.134. THE

REQUIREMENTS FOR PROTECTION OF PERSONNEL DURING DISTURBANCE OF COATINGS CONTAINING HAZARDOUS

METALS APPLY WHEN THE CONTENT HAS BEEN IDENTIFIED AS "LOW". OSHA STANDARD 29 CFR 1926.62 DOES NOT

INDICATE A LEVEL OF CONTENT LIMIT. IF LEAD IS PRESENT AT ANY LEVEL, THE STANDARD SHALL BE ADHERED.

FOLLOW THE 45SW GUIDANCE FOR THE REMOVAL OF MATERIALS AND COATINGS CONTAINING HEAVY METALS.

7. THE HAZMAT DRAWINGS ARE REPRESENTATIONS OF LOCATIONS CONTAINING HAZMAT AT LEVELS MEETING OR

EXCEEDING REGULATORY LEVELS. THE GC IS REQUIRED TO SUBMIT A WORK PLAN FOR THE ABATEMENT OF ACM, HEAVY METALS AND PCB, WHERE APPLICABLE, FOR THIS PROJECT. THE GC SHALL COORDINATE THE EXTENT OF

BUILDING DEMOLITION WITH THE EXTENT OF ABATEMENT DEMOLITION FOR AVOIDANCE OF WORK DUPLICATION.

8. ALL SAMPLING REPORTS ARE COMPILED FROM THE ASBESTOS SURVEY REPORT AND HEAVY METALS REPORT, BOTH OF WHICH SHALL BE MADE AVAILABLE TO THE CONTRACTOR UPON REQUEST.

9. THE GC SHALL PROVIDE CERTIFICATION OF MONITORED AIR AND TESTING RESULTS PRIOR TO START OF

DEMOLITION WORK.

10. WHERE APPLICABLE, CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR DISPOSAL OF ACM, HEAVY METALS AND

PCB.

11. QUALIFIED CONTRACTOR SHALL COORDINATE REMOVAL OF HAZARDOUS MATERIALS WITH ENVIRONMENTAL WORK

PLAN AND CONTRACTING OFFICER PRIOR TO COMMENCEMENT OF WORK AND REPORT THE PRESENCE OF ANY

OTHER SUSPICIOUS HAZMAT IN AREAS OF WORK PRIOR TO START OF REMOVAL/DEMOLITION.

12. WHEN DISTURBING CONCRETE AND CMU, CONTRACTOR SHALL ADHERE TO OSHA STANDARDS FOR RESPIRATORY

PROTECTION AGAINST SILICA.

APPLICABLE CODES

WORK SHALL BE IN COMPLIANCE WITH THE LATEST REVISION OF THE FOLLOWING CODES AND WITH

PROJECT SPECIFICATIONS:

OSHA STANDARD FOR ASBESTOS, 29 CFR 1926.1101

OSHA STANDARD FOR LEAD, 29 CFR 1926.62

OSHA STANDARD FOR CADMIUM, 29 CFR 1926.1127

OSHA STANDARD FOR CHROMIUM (VI), HEXAVALENT CHROMIUM, 29 CFR 1926.1126

OSHA STANDARD FOR HAZARDOUS WASTE COMMUNICATION, 29 CFR 1910.1200

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL MECHANICAL CODE

OSHA STANDARD FOR RESPIRATORY PROTECTION, 29 CFR 1910.134

ASBESTOS ABATEMENT, FLORIDA STATUTES CHAPTER 469

2013 GENERAL BUILDING REQUIREMENTS UFC 1-200-01

WASTE PETROLEUM PRODUCTS AND HAZARDOUS WASTE MANAGEMENT PLAN, 45 SW

OPLAN 19-14

ASBESTOS PROGRAM, F.A.C. CHAPTER 62-257

NATIONAL EMISSION STANDARD FOR ASBESTOS, 40 CFR 61 SUBPART M

EPA STANDARD FOR PCB, 40 CFR 761

SYNTHETIC ORGANIC CONTAMINANTS MONITORING REQUIREMENTS, F.A.C. 62-550.516

GYP BD CEILING/SOFFIT TO BE

REMOVED

GYP BD CEILING/SOFFIT TO REMAIN

IN PLACE

EXISTING STUD WALLS TO

BE REMOVED

EXISTING DOOR TO BE REMOVED

EXISTING DOOR TO REMAIN

EXISTING CMU WALLS TO

BE REMOVED

EXISTING CMU WALLS

EXISTING STUD GYP BD WALLS

NEW STUD WALLS.

NEW CMU INFILL

NEW DOORS

EXISTING ACOUSTIC CEILING TILE

NEW GYP BD OR DUROCK CEILING

EXTENT OF ACOUSTICAL CEILING TILE

REMOVAL, INCLUDING ANY CEILING

MOUNTED FIXTURES AND/OR EQUIPMENT

NEW ACOUSTIC CEILING TILE

ROOM NAME/NUMBER

WALL TYPE

RESTROOM ACCESSORY

HEAVY METALS PRESENT

ACM PRESENT

PCB PRESENT

HAZARDOUS MATERIAL LEGEND:

(ALL MAY NOT BE USED) FOR ADDITIONAL END ITEMS

LEGEND; REFER TO RESPECTIVE DISCIPLINE

DRAWINGS

A

ROOM

A

ARCHITECT OF RECORD (A.O.R.)

ROXANA CONSTANTINIDE, FL RA #13445

ALPHA MRC, INC. # AA0003182

2395 N. COURTENAY PKWY., STE 102

MERRITT ISLAND, FL 32953

321-449-9455

LEVEL '0'

LEVEL '1'

LEVEL '2'

PLATFORM LEVEL

FORCE

AIR

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SCALE:

FACILITY 948 - ELEVATION FOR ABATEMENT

N.T.S.

GENERAL NOTES - HAZARDOUS MATERIALS:

1. FOR DEMOLITION OF END ITEMS, REFER TO SUBSEQUENT DISCIPLINE DRAWINGS.

FLAG NOTES:

1. ABATE PAINT CONTAINING HEAVY METALS ON STRUCTURAL MEMBERS OF FACILITY 948 ADDRESSED IN THE SCOPE

OF WORK IDENTIFIED IN THE STRUCTURAL DISCIPLINE DRAWINGS. ABATEMENT SHALL BE DONE PER HEAVY

METALS REPORT AND CONFORM TO SPECIFICATIONS AND 29 CFR 1926.62.

2. PREVENT ANY REMOVED PAINT CONTAINING HEAVY METALS, AS WELL AS SUBSTANCES CONTAINING SUCH PAINT, FROM CONTACTING THE SOIL SURROUNDING FACILITY 948. SOIL SAMPLING SHALL BE DONE PRIOR TO AND AFTER

PAINT REMOVAL PER THE SPECIFICATIONS.

3. WORKERS SHALL UTILIZE RESPIRATORY PROTECTION PER OSHA STANDARD 29 CFR 1910.134 AGAINST SILICA AND

PARTICULATES WHEN DISTURBING CONCRETE.

TYP

TYP

TYP

ARCHITECT OF RECORD (A.O.R.)

ROXANA CONSTANTINIDE, FL RA #13445

ALPHA MRC, INC. # AA0003182

2395 N. COURTENAY PKWY., STE 102

MERRITT ISLAND, FL 32953

321-449-9455

JT

LGTH

LP

MANUF

MAX MAXIMUM

MANUFACTURER

LOW POINT

LENGTH

JOINT

MECH

MIN

MISC

MTL

NIC

NS

NTS

OC

OPNG OPENING

ON CENTER

NOT TO SCALE

NEAR SIDE

NOT IN CONTRACT

METAL

MISCELLANEOUS

MINIMUM

MECHANICAL

PSF

PSI

R/W

REF

REINF

SCH

SIM

SP

SPECS

SQ

REQD

SQUARE

SPECIFICATIONS

SPACING

SIMILAR

SCHEDULE

REQUIRED

REINFORCING

REFERENCE

REINFORCED WITH

POUNDS/SQUARE INCH

POUNDS/SQUARE FOOT

PLATF PLATFORM

AB

ACI

AFF

AWS

APP'D

ARCH

ADD'L

STRUCTURAL ABBREVIATION LIST

AMERICAN WELDING SOCIETY

ARCHITECTURAL, ARCHITECT

ABOVE FINISH FLOOR

AMERICAN CONCRETE INSTITUTE

APPROVED

ADDITIONAL

ANCHOR BOLTS

B/

B.PL

BLDG

BM

BOT

BRG

CH

CL

C

CENTER LINE

CLEAR/CLEARANCE

CC

CHANNEL

BEARING

BOTTOM

BEAM

BUILDING

BOTTOM OF

BASE PLATE

COL

CONC

CONST

CONT

COORD

CONN

DIA

DN

CY CUBIC YARD

DOWN

DIAMETER

CONNECTION

COORDINATE

CONTINUOUS

CONSTRUCTION

CONCRETE

COLUMN

L

MATERIALS

CONSTRUCTION

STL

SYM

T & B

T/

T/C

T/S

TYP

U.O.N.

VERT

THK

VERTICAL

UNLESS OTHERWISE

TYPICAL

THICK

TOP STEEL

TOP OF CONCRETE

TOP OF

TOP & BOTTOM

SYMMETRICAL

STEEL

W/

W/O

WP

WT WEIGHT

WORKING POINT

WITHOUT

WITH

EE

EF

EA

DWG

EL

EQ

ENG

ELEC

EX

FL

EW

EQUAL SPACED

ELECTRICAL/ELECTRIC

EACH WAY

EXISTING

ENGINEER

DRAWING

ELEVATION

EACH FACE

EACH END

EACH

FLOOR

FT

FTG

GA

GALV

HT

HORIZ

GC

IN

INT

GENERAL CONTRACTOR

INTERIOR

INCH

HORIZONTAL

HEIGHT

GALVANIZED

FOOTING

GAUGE

FOOT/FEET

FS FAR SIDE

ENGINEER OF RECORDE.O.R.

AISC AMERICAN INSTITUTE OF STEEL

AMERICAN SOCIETY OF TESTING ASTM

EXIST EXISTING

INORGANIC ZINCI.O.Z.

CONTRACTING OFFICERC.O.

TANK WALL

TYP

NOT TO SCALE

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R/R SEQUENCE 1:

PLAN AT INTERMEDIATE LEVEL 2

NOT TO SCALE

Ø

R

D

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P

X

X

X

X

X

HORIZ Ø

RADIAL RODS

BEYOND

(E,R,R/R) TYP

HORIZ Ø

RADIAL RODS

BEYOND

(E,R,R/R) TYP

6'-0"Ø

RISER

(E,R)

W6 TYP

Ø VERT 'X'

BRACING RODS

(E,R,R/R) TYP

LEVEL '0'

LEVEL '1'

LEVEL '2'

PLATFORM LEVEL

2'-6"Ø PIPE

COL (E,R)

W6 (x20,E,R) STRUT

R/R SEQUENCE 4:

NOT TO SCALE

PLAN AT INTERMEDIATE LEVEL 1

LEVEL 1 SHOWN, LEVEL 2 SIMILAR

NOTE: SEQUENCE 4; ACCEPTABLE TO TEMPORARILY REMOVE & REPLACE HORIZ 6" BEAM

/ PIPE STRUTS ABOVE & BELOW & Ø 'X' BRACING RODS AS INDICATED (TR-S4) TYP

Ø 'X' ROD

ASS'Y

(E,R,R/R) TYP

TEMP REMOVE

Ø 'X' ROD

ASS'Y TYP

Ø 'X' ROD

ASS'Y

(E,R,R/R) TYP

HORIZONTAL Ø BRACING ROD REMOVE.REPLACE REQT'S

VERT Ø 'ROD 'X' BRACING & HORIZ STRUT REMOVAL/REPLACEMENT REQT'S

VERT CIRCULAR 'X' ROD & HORIZ STRUT REMOVE/REPLACE REQT'S

N

O

T

R

S

E

Q

U

E

N

T

R

S

(TR-S4)

- LEVEL 1 SHOWN, LEVEL 2 SIMILAR

- SEQUENCE 1 SHOWN, SEQUENCE 2 & 3 SIMILAR

R

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W6 STRUT & Ø 'X'

BRACING RODS TO

REMAIN U.O.N. TYP

Ø 'X' BRACING RODS

(E,R,R/R) U.O.N. TYP

6'-0"Ø

RISER

PIPE (R)

Ø RADIAL ROD ASS'Y TO

REMAIN TYP UNLESS

SHOWN OTHERWISE

Ø RADIAL ROD ASS'Y TO

REMAIN TYP UNLESS

SHOWN IN SEQUENCE 4

R

Q

U

E

N

NOTE: FOR ALL REPAIRS &

REPLACEMENTS, SEE

'MEMBER & ELEMENT

REPLACEMENT / REPAIR

SCHEDULES' ON (S601),

'WELD REPAIR

THRESHOLD SCHEDULE'

ON (4/S503) AND ALL

APPLICABLE NOTES,

SECTIONS,

SPECIFICATIONS ETC TYP

FIELD VERIFYFV

CATHODIC PROTECTIONCP

2'-6"Ø

PIPE COL

R/R SEQUENCE 1:

ALTERNATE BAYS

R/R Ø VERT 'X' RODS

ASS'Y & HORIZ

STRUT BEAM TYP

R/R

SEQUENCE

2 OR 3:

R/R

SEQUENCE

2 OR 3:

CENTER TO CENTER

GENERAL STRUCTURAL NOTES; CORROSION CONTROL, WATER TANKS PAFB

DESIGN CRITERIA

D-1: APPLICABLE BUILDING CODES & STANDARDS

. - INTERNATIONAL BUILDING CODE, 2012 EDITION

. - FLORIDA BUILDING CODE, 2010 EDITION.

. - OSHA 1910.23 (c) & (e) FOR GUARDRAIL DESIGN

. - AWWA D100-96, 'WELDED STEEL TANKS FOR WATER STORAGE'

D-2: LIVE LOADS:

- TANK ROOF; VARIES WITH SLOPE 12 psf / 20 psf

- CATWALKS 50 psf

- GUARDRAILS; IBC & FBC; Section 1607.7

- TOP RAIL;

- 200 # APPLIED IN ANY DIRECTION TO TOP RAIL (42" A.F.F.)

- 20 plf APPLIED IN ANY DIRECTION

- INTERMEDIATE RAIL: 50 # HORIZONTAL

D-3: WIND: ASCE 7-10 WITH THE FOLLOWING PARAMETERS:

- V = 150 mph (GUST, ULTIMATE), EXPOSURE 'D', RISK CATEGORY '2'.

GENERAL

G-1: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE THE

START OF CONSTRUCTION.

G-2: THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO

PROTECT THE STRUCTURE, WORK PERSONS AND OTHER PEOPLE DURING

CONSTRUCTION, SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR

ALL CONSTRUCTION.

G-3: NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE

REDUCED IN STRENGTH UNLESS SPECIFICALLY NOTED OR APPROVED OF IN

WRITING IN ADVANCE BY THE CONTRACTING OFFICER.

G-4: THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES

FOR ANY OTHER ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS.

GENERAL (CONTINUED):

G-5: ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE

TYPICAL UNLESS OTHERWISE NOTED AND SHALL BE CONSTRUED TO APPLY TO

ANY OTHER SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A

DIFFERENT DETAIL IS SHOWN.

G-6: THE TANK DRAINING AND REFILLING IS PERFORMED BY THE GOVERNMENT.

THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

OFFICER TO EMPTY THE CONTENTS OF THE TANK PRIOR TO COMMENCING WITH

THE WORK, AND LATER FOR REFILLING WHEN THE WORK HAS BEEN COMPLETED.

G-7: THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER

FOR THE REMOVAL AND REPLACEMENT OF ALL ANTENNAS AND RELATED CABLES

ETC MOUNTED ON THE TANK STRUCTURE, GUARDRAILS AND LADDERS ETC.

TANK REPAIR SCOPE AND INTENT; STRUCTURAL

SI-1: THE INTENT OF THIS PROJECT IS TO REMOVE THE EXISTING PAINT COATINGS

FROM THE INTERIOR AND EXTERIOR OF BOTH ELEVATED TANKS AND THEIR

SUPPORT STRUCTURES, AND EITHER REPAIR ALL CORRODED MEMBERS OR

REPLACE THEM WITH NEW AS NOTED OR IF AND AS NECESSARY TO MAINTAIN THE

STRUCTURAL INTEGRITY OF THE TANKS AND THEIR SUPPORT SYSTEMS. ALL

SURFACES SHALL BE PREPARED FOR REPAINTING AS SPECIFIED.

SI-2: MANY OTHER TYPES OF COMMUNICATION RELATED SYSTEMS ARE

CURRENTLY ATTACHED TO THE TANKS AND WILL NEED TO BE REMOVED AND

REPLACED AS PART OF THE CORROSION REPAIR PROCESS. THE CONTRACTOR

SHALL COORDINATE WITH THE CONTRACTING OFFICER AND ALL CONCERNED

PARTIES AS TO SCHEDULING AND WHO IS RESPONSIBLE FOR REMOVAL AND

REPLACEMENT. SOME OF THESE SYSTEMS WILL BE REMOVED AND REPLACED 'BY

OTHERS' (USER ETC).

SI-3: THE CONTRACTOR SHALL PERFORM A DETAILED CORROSION SURVEY OF THE

TANK, ALL SUPPORTS AND RELATED SYSTEMS THAT ARE NOT SCHEDULED TO BE

REMOVED & REPLACED. THIS DETAILED FIELD SURVEY WILL BE USED TO

TANK REPAIR SCOPE AND INTENT; STRUCTURAL (CONTINUED):

SUPPLEMENT THE REPAIR/REPLACEMENT DETAILS SHOWN HEREIN, MODIFY THE

ESTIMATED QUANTITIES SHOWN HEREIN, AND FIELD VERIFY EXISTING MEMBER

SIZES TO BE REMOVED & REPLACED WITH NEW.

SI-4: IN GENERAL MEMBERS ARE TO BE REMOVED & REPLACED WITH MEMBERS OF

SAME SIZE TYPICAL UNLESS OTHERWISE NOTED. THE NEW ELEVATED PLATFORM

GUARDRAIL SYSTEM AND MAIN ACCESS LADDER MAY HAVE DIFFERENT MEMBER

LAYOUT, SIZES AND SPACINGS.

I-5: DETAILED MEMBER CORROSION INVESTIGATIONS WERE NOT PERFORMED ON

THE TANK OR SUPPORTING STRUCTURE DURING THE PRODUCTION OF THESE

DRAWINGS. BECAUSE OF THE TIME LAPSE BETWEEN THE PRODUCTION OF THESE

DRAWINGS AND BIDDING, IT IS ANTICIPATED THAT ADDITIONAL CORROSION WILL

BE FOUND ABOVE THAT INDICATED HEREIN.

SI-6: IT IS THE INTENT THAT ALL CORRODED MEMBERS BE REPAIRED BY WELDING

IF POSSIBLE. IF THE COST OF ALL REQUIRED REPAIRS TO AN INDIVIDUAL MEMBER

(AND CONNECTIONS) EXCEED 50% OF THE MEMBERS REPLACEMENT VALUE, THE

MEMBER (AND CONNECTIONS) SHALL BE REPLACED WITH NEW IN LIEU OF REPAIR.

SI-7: THE CONTRACTOR SHALL HAVE THE OPTION OF REMOVING AND REPLACING

A SEVERELY CORRODED MEMBER OR ELEMENT IN LIEU OF REPAIRING IT AT NO

ADD'L COST TO OWNER. ALL REPLACEMENTS SHALL BE THE SAME SIZE OR

LARGER THAN THE ORIGINAL. ALL WELDS SHALL BE FULL PENETRATION FULL

LENGTH WELDS UNLESS APPROVED IN ADVANCE BY THE C.O. ALL CONNECTIONS

SHALL HAVE THE SAME OR LARGER WELD SIZES AND CAPACITY AS THE ORIGINAL.

GRIND ALL WELDS SMOOTH PRIOR TO PAINTING AND PREP AS REQ'D.

SI-8: THE DETAILS AND SCHEDULES PRESENTED HEREIN ARE BASED ON LIMITED

OBSERVATIONS OF THE EXTENT OF CORROSION PRESENT ON INDIVIDUAL

ELEMENTS. THE SCHEDULES SHALL NOT BE USED FOR QUANTITIES OF MATERIALS

TO ACTUALLY BE PURCHASED OR REPAIRED. FINAL REPAIR AND REPLACEMENT

QUANTITIES CAN ONLY BE DETERMINED AFTER A FULL SURVEY REPORT OF THE

TANK AND SUPPORT STRUCTURE HAS BEEN PERFORMED BY THE CONTRACTOR

AND SUBMITTED TO THE CONTRACTING OFFICER. THE CONTRACTING OFFICER

WILL THEN REVIEW THE SURVEY REPORT AND SPECIFICALLY DIRECT ALL REPAIRS

& REPLACEMENTS TO BE PERFORMED BY THE CONTRACTOR.

SI-9: THE REPAIR /REPLACE QUANTITIES SHOWN SHALL BE USED AS A BASIS FOR

PROVIDING A FIRM FIXED PRICE BID QUOTATION. UNIT PRICES WILL BE REQUIRED

AS PART OF THE BID, BASED ON APPROXIMATE QUANTITIES SHOWN, AND WILL

ALSO BE USED AS A BASIS FOR ADJUSTMENTS TO THE CONTRACT IF AND AS

NECESSARY.

SI-10: THE TANK WAS CONSTRUCTED MORE THAN 50 YEARS AGO AND MANY OF

THE MEMBERS AND ORIGINAL STYLE CONNECTING HARDWARE ARE NO LONGER

MANUFACTURED OR AVAILABLE. SAME SIZED MEMBERS OR HARDWARE

FABRICATED FROM ASTM A-36 OR SIMILAR STRENGTH METAL WILL BE ALLOWED.

MAINTAIN EXISTING MINIMUM MEMBER SIZES.

SI-11: MANY OF THE EXISTING END CONNECTORS (E.G.. CLEVIS) WERE FABRICATED

FROM HOT ROLLED STEEL MEMBERS AND ARE CORRODED LOCALLY. HOT ROLLED

TYPE ELEMENTS SHALL BE REPAIRED BY WELDING WITH E60xx ELECTRODES.

SURFACES SHALL BE GROUND SMOOTH AND PREPARED FOR PAINTING PER

REQUIREMENTS FOR ADJACENT UNDAMAGED AREAS.

SI-12: DURING CONSTRUCTION, REPAIR OR MEMBER REPLACEMENT, SOME

MEMBER END CONNECTIONS MAY BE REQUIRED TO BE DISASSEMBLED AND

RE-ASSEMBLED. DURING THIS PROCESS, CORRODED PARTS OF THE HIDDEN

FAYING (CONNECTING) SURFACES MAY BE EXPOSED. THESE CORRODED HIDDEN

AREAS SHALL EITHER BE REPAIRED BY WELDING WHEREVER POSSIBLE, OR

REPLACED IF THIS PROVES MORE COST EFFECTIVE. ALL EXPOSED FAYING

SURFACES SHALL BE REPAINTED WITH I.O.Z. PRIOR TO RE-ASSEMBLY.

MEMBER REMOVAL, REPAIR AND REPLACEMENT SEQUENCING

MR-1: IT IS THE INTENT THAT ALL SEVERELY CORRODED LARGE DIAMETER BOLTS

AT BOTH ENDS OF ALL VERTICAL CIRCULAR ROD 'X' BRACING, HORIZONTAL

CIRCULAR ROD RADIAL BRACING AND INTERMEDIATE LEVEL HORIZONTAL STRUTS

BE REMOVED AND REPLACED WITH NEW BOLTS TO MATCH EXISTING. WHEN A

MEMBER'S END CONNECTION BOLT IS REMOVED AT EITHER END,Ù THE MEMBER

SHALL BE CONSIDERED AS EFFECTIVELY 'REMOVED' FOR THE PURPOSES OF

OVERALL TANK AND FRAME STABILITY.

MR-2: ALL TEMPORARILY REMOVED MEMBERS AND CONNECTIONS SHALL BE

TEMPORARILY REPLACED IF A WIND EVENT WITH GUSTS EXCEEDING 80 mph IS

EXPECTED TO OCCUR.

MR-3: ALL MEMBERS THAT HAVE BEEN REMOVED SHALL BE INSPECTED, REPAIRED

AND PREPARED AND REPAINTED WITH I.O.Z. WHILE ON THE GROUND. THEIR

CORRESPONDING CONNECTIONS ABOVE, INCLUDING THE FAYING SURFACES,

SHALL ALSO BE SIMULTANEOUSLY INSPECTED, REPAIRED, PREPARED AND

REPAINTED BEFORE MEMBER REPLACEMENT. IT IS THE INTENT THAT ALL

FRAMING MEMBERS, UNLESS NOTED IN THE REPAIR/REPLACEMENT SCHEDULE, BE

REPAIRED.

MR-4: CONTRACTOR SHALL FIELD VERIFY ALL BOLT DIAMETERS, GRIPS, LENGTHS

ETC AS PART OF SURVEY. NEW HOT DIPPED GALVANIZED (HDG) BOLTS SHALL BE

ORDERED TO 1/4" OF DESIRED LENGTH AND BE DELIVERED THE THE FIELD IN SETS

WITH MATCHING NUTS AND WASHERS. NOTE; FIELD CUTTING OF BOLTS SHALL

NOT BE ALLOWED. BOLT THREADS SHALL BE EXCLUDED FROM THE SHEAR PLANE.

MR-5: FOR ANY VERTICAL Ø 'X' ROD & HORIZ STRUT MEMBER REMOVAL, ALL

INTERIOR RADIAL BRACES THAT CONNECT TO ANY COLUMNS WITH ANY HORIZ

STRUT BEAMS OR VERTICAL 'X' BRACING RODS THAT HAVE BEEN REMOVED MUST

BE IN PLACE.

MR-6: RADIAL HORIZONTAL BRACING MEMBERS BETWEEN ANY SINGLE EXTERIOR

COLUMN AND THE CENTER RISER MAY BE TEMPORARILY REMOVED TO EITHER

ALLOW ADDITIONAL VERTICAL ACCESS BY A LIFT FOR SURVEY OR CONSTRUCTION

PURPOSES WITHIN THE CENTER AREA, MEMBER REPAIR, OR MEMBER REMOVAL

AND REPLACEMENT. IN NO CASE SHALL ANY TWO ADJACENT HORIZONTAL RADIAL

RODS BE REMOVED SIMULTANEOUSLY. NOTE; SEE ADDITIONAL RESTRICTIONS

AND REQUIREMENTS FOR REMOVAL AND REPLACEMENT OF VERTICAL CIRCULAR

ROD 'X' BRACING AND HORIZONTAL STRUTS MEMBERS OR THEIR END

CONNECTIONS ARE REQUIRED.

MR-7: INSPECTION, REPAIRS, PREPARATION & REPAINTING OF ALL REMOVED

MEMBERS SHALL BE CARRIED OUT ON THE GROUND. ALL FAYING SURFACES,

BOTH AT MEMBER ENDS AND ELEVATED COLUMN GUSSET PLATES ETC., SHALL BE

PERFORMED AT THIS TIME, INCLUDING INSPECTION, REPAIRS OF CORRODED

AREAS AS REQ'D, PREPARATION AND PAINTING OF FAYING SURFACES W/ I.O.Z.

MEMBER REMOVAL, REPAIR AND REPLACEMENT SEQUENCING (CONTINUED):

MR-8: SEE ADJACENT ELEVATIONS & INTERMEDIATE LEVEL PLANS FOR ADD'L

RESTRICTION FOR REMOVAL, REPAIR AND REPLACEMENT OF HORIZONTAL

STRUTS AND PAIRS OF Ø VERTICAL ROD 'X' BRACING.

MR-9: CONTRACTOR SHALL SUBMIT A MEMBER REMOVAL, REPAIR AND

REPLACEMENT PLAN FOR REVIEW AND APPROVAL PRIOR TO THE START OF

CONSTRUCTION THAT CLEARLY SHOWS COMPLIANCE WITH ALL REQUIREMENTS

AND RESTRICTIONS CONTAINED HEREIN.

MR-10: ANY DEVIATION FROM THE CONSTRUCTION REMOVAL, REPAIR AND

REPLACEMENT PROCEDURE SEQUENCE SPECIFIED HEREIN SHALL BE SIGNED &

SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA

AND SUBMITTED FOR REVIEW AND APPROVAL BY THE CONTRACTING OFFICER

PRIOR TO THE START OF CONSTRUCTION.

MR-11: PAINT PREPARATION AND DEBRIS CONTAINMENT AND OVER SPRAY

CONTAINMENT SYSTEMS SHALL BE DESIGNED BY A REGISTERED STRUCTURAL

ENGINEER EXPERIENCED IN THIS TYPE OF WORK. ANY AND ALL ATTACHMENTS TO

THE TANK AND SUPPORT STRUCTURE SHALL NOT DAMAGE OR ADVERSELY

AFFECT THE STRUCTURAL INTEGRITY OF THE TANK OR ELEMENTS THEREOF. ANY

AND ALL DAMAGE THAT OCCURS TO EITHER THE STRUCTURE OR COATING

SYSTEMS SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT ANY CONTRACT

TIME EXTENSIONS OR ADDITIONAL COST TO THE GOVERNMENT.

MR-12: ALL ELEMENTS THAT ARE EITHER HDG STEEL FINISHED, ALUMINUM OR

STAINLESS STEEL SHALL BE INSTALLED AFTER THE TANKS AND SUPPORTS HAVE

BEEN REPAIRED, PREP'D AND PAINTED. ANY ELEMENTS INSTALLED PRIOR TO THIS

SHALL BE PROTECTED AS REQUIRED TO PROTECT THE FINISH TYPICAL.

PERIM PERIMETER

PL/P

L

PLATE

NOTED

COL

BASE

Ø 'X' RODS (E,R,R/R) TYP

E

R

R

R

ABBREVIATION / KEY;

E = EXISTING

N = NEW

R/R = REMOVE & REPLACE

REP = REPAIR

F.V. = FIELD VERIFY

NOTE: 'REMOVE &

REPLACE' = 'R/R'

REMOVE & REPLACER/R

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D n g i n e e r i n g I n c

L L

E N

E A

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

S-001

R

B

A R

C A

N T

R

B

A R

C A

N T

F A

C I L I T

Y

S

T R

U C

T U

R A

L

D

E S

I G

N

C R

I T

E R

I A

N

O T

E

A

B

R E

V I A

T I O

N S

L

C

O L

E M

A N

S X

G

B

E A

R D

R E

P A

N

T R

A L

W

A T

W

E R

S X

P A

F B

F

L

Richard Barcant, FL PE #35462 RKB & Assoc Inc., FBPE CA #8377 304 Oak St., Melbourne Beach, FL 32951 321-725-3989

FACILITY 948 - PLAN AT TANK BASE - LEVEL '0'

FACILITY 948 - PLAN AT INTERMEDIATE LEVEL '1'

FACILITY 948 - PLAN BELOW BASE TANK LEVEL '2'

HS-1

H

T

I

H

S

H

S

H

S

H

S

H T

I

H

S

H

T

I

H

S

H

T

I

H

T

I

H

T

I

H

T

I

C

C

C

C

C

C

C

R

W6x20 TYP

P x x

5 8

R

FACILITY 948 - PLAN AT UPPER PLATFORM & TOP TANK

W

A

L

K

W

A

Y

H T

U

H

T

U

H

T

U

H

T

U

H

T

U

H

T

U

H

T

U

VDB-L-17 & 71

VDB-L12-17 & 71

'X' TYP

X

X

X

X

X

X

'X' TYP

X

X

X

X

X

X

VDB-U-17 & 71

'X' TYP

SLOPED ACCESS

LADDER

Q

TANK OVERFLOW

PIPING BELOW (E)

6"Ø TANK

OVERFLOW DRAIN

W/ FLAP SEAL

PERIMETER WALKWAY

GUARDRAIL SYSTEM (R/R)

ACCESS

LADDER W/

SKATE RAIL (N)

ACCESS

LADDER (N)

X

X

MANHOLE

PUMP

BLD'G

TANK

OVERFLOW

7'-6" SQ

CONC

PIER

24"± Ø ROOF

VENTILATION

HATCH

2'-6"± SQ WATER

ACCESS HATCH W/

LADDER INTO TANK

PERIMETER ROOF

ACCESS

PLATFORM (E)

VALVE

PIT

P

NOTE; DO NOT OPERATE ANY

LIFTS OR OTHER SIMILAR HEAVY

EQUIPMENT WITHIN 5 FEET OF

VALVE PIT WALLS TYPICAL!

X

X

X

X

X

X

APPROX LINE

FENCE (E)

MEMBER IDENTIFICATION KEY;

C- = COLUMN

R- = RISER

HS- = HORIZONTAL STRUT

HT- = HORIZONTAL TIE

HTU- = HORIZONTAL TIE, UPPER

VDB-L = VERTICAL DIAGONAL BRACE,

LOWER TIER

VDB-U = VERTICAL DIAGONAL BRACE,

UPPER TIER

FACE TANK

WALL (E)

PROVIDE 2 NEW

ANTENNA MOUNTS

(FUTURE USE)

TANK

OVERFLOW (E)

ACCESS

LADDER (N)

TANK

OVERFLOW

ROOF ACCESS

LADDER, SKATE RAIL &

SAFETY GATE (N)

AIRCRAFT

BEACON (E)

UTILITY

BLD'G (E)

LINE OF SLOPED

TILE ROOF

ABOVE (E)

X

X

X

SIM

NOTE: FOR ALL REPAIRS &

REPLACEMENTS, SEE 'MEMBER

& ELEMENT REPLACEMENT /

REPAIR SCHEDULES' ON (S601),

'WELD REPAIR THRESHOLD

SCHEDULE' ON (5/S503) AND

ALL APPLICABLE NOTES,

SECTIONS, SPEC'S ETC TYP

NOTE: * ALL DIMENSIONS

SHOWN ARE APPROXIMATE.

CONTRACTOR SHALL FIELD

VERIFY ALL MEMBER

DIMENSIONS, SIZES AND

CONDITION BEFORE

ORDERING ANY MATERIALS

SEE ELEC

DWG'S &

SPEC'S TYP

S502

S502

S501

S501

S501

S501

S501

S501

S504

S502

S502

S501

S502

S502

S501

S502

S502

PLAN

NORTH

N

PLAN

NORTH

N

PLAN

NORTH

N

PLAN

NORTH

N

S504

S503

S503

ABBREVIATION / KEY;

(E) = EXISTING

(N) = NEW

(R/R) = REMOVE & REPLACE W/ NEW

(REP) = REPAIR

F.V. . = FIELD VERIFY

M.E. = MATCH EXISTING

'X' . = VERT Ø ROD 'X' BRACING

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D n g i n e e r i n g I n c

L L

E N

E A

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

R

B

A R

C A

N T

R

B

A R

C A

N T

L

C

O L

E M

A N

S X

G

B

E A

R D

R E

P A

N

T R

A L

W

A T

W

E R

S X

P A

F B

F

L

24'16'6' 2'4' 0' 8'

GRAPHIC SCALE 1/8" = 1'-0"

S-101

P L A

G

R O

U N

D

I N

T E

R M

E D

I A

T E

W A

L K

W A

N

K

L E

V E

L S

Richard Barcant, FL PE #35462 RKB & Assoc Inc., FBPE CA #8377 304 Oak St., Melbourne Beach, FL 32951 321-725-3989

FACILITY 948 - WEST ELEVATION (LOOKING EAST)

HIGH WATER LINE

1 4

1 2

3 4

SPRING LINE

SPRING LINE

6'-0"

RISER

(REF.)

W6 TYP

"Ø HORIZ

BRIDGING BEYOND

TYP

"Ø VERT 'X'

BRACING RODS

TYP

1"Ø HORIZ BRIDGING

BEYOND TYP

CHAIN LINK

FENCE TYP

LEVEL '0'

LEVEL '1'

LEVEL '2'

PLATFORM

LEVEL

16"± HIGH TEXT

TYP (FV)

46'-0"±* OUT/OUT DIA

SEE ELEC DWG'S

& SPEC'S TYP

OVERFLOW PIPE

W/ FLAP SEAL

FORCE

AIR

LADDER #2

(UPPER/CURVED)

2'-6"Ø PIPE

COL (E)

"Ø VERT 'X'

BRACING RODS

TYP

NOTE: LOCATE 'AIR

FORCE' LOGO ON

EAST FACE TANK TYP

ANTENNAS

SAFETY

GATE (N)

LADDER #2

(UPPER/CURVED)

FIXED LADDER #1

(LOWER, SLOPES)

LOCKED DOOR

INTRUDER PROTECTION

SECURITY SYSTEM

FIXED LADDER #1

(UPPER, VERTICAL)

PLATFORM

LEVEL

LEVEL '2'

LEVEL '1'

LEVEL '0'

LADDER SIDE ELEVATION

PROVIDE NEW

BRACKETS FOR LADDER

SUPP'T AS SHOWN

REMOVE EXISTING SAFETY CABLE &

SKATE RAIL CLIMBING SAFETY

SYSTEMS & REPLACE W/ NEW SKATE

RAIL CLIMBING SAFETY SYSTEM

SLOPED 30"

Ø COL (E)

W6 BM (E)

FLARE TOP LADDER RAILS

OUT 24" CLR AT ~8" A.F.F.

ELEVATED

PLATFORM (E)

REMOVE EXISTING SAFETY

CABLE & SKATE RAIL

CLIMBING SAFETY SYSTEMS &

REPLACE W/ NEW SKATE RAIL

CLIMBING SAFETY SYSTEM

SAFETY SWING

GATE (N)

REPAIR EXISTING

CURVED LADDER

SYSTEM

Ø ROD HORIZ

BRIDGING TYP

TYP

TYP

TYP

OBSTRUCTION LIGHT: SEE

ELEC DWG'S & SPEC'S

6"Ø

OVERFLOW

PIPE

EXTEND OVERFLOW PIPE (~4'±)

TO 6" ABOVE GRADE & PROVIDE

CONC SPLASH BLOCK TYP

SEE SECTION

(5/S504)

EXIST PERIMETER

GUARDRAIL

SYSTEM (R&R)

GUARDRAIL

SYSTEM (R/R)

S504

S503

S503

S503

S503

S503

S503

LADDER

(R/R)

S503

NOTE: * ALL DIMENSIONS

SHOWN ARE APPROXIMATE.

CONTRACTOR SHALL FIELD

VERIFY ALL MEMBER

DIMENSIONS, SIZES AND

CONDITION BEFORE

ORDERING ANY MATERIALS

NOTE: FOR ALL REPAIRS &

REPLACEMENTS, SEE 'MEMBER

& ELEMENT REPLACEMENT /

REPAIR SCHEDULES' ON (S601),

'WELD REPAIR THRESHOLD

SCHEDULE' ON (5/S503) AND

ALL APPLICABLE NOTES,

SECTIONS, SPEC'S ETC TYP

ABBREVIATION / KEY;

(E) = EXISTING

(N) = NEW

(R/R) = REMOVE & REPLACE W/ NEW

(REP) = REPAIR

F.V. . = FIELD VERIFY

M.E. = MATCH EXISTING

'X' . = VERT Ø ROD 'X' BRACING

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D n g i n e e r i n g I n c

L L

E N

E A

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

R

B

A R

C A

N T

R

B

A R

C A

N T

L

C

O L

E M

A N

S X

G

B

E A

R D

R E

P A

N

T R

A L

W

A T

W

E R

S X

P A

F B

F

L

24'16'6' 2'4' 0' 8'

GRAPHIC SCALE 1/8" = 1'-0"

S-301

O V

E R

A L L

W

A T

W

C

E S

S

L A

D D

E

V A

T I O

N S

Richard Barcant, FL PE #35462 RKB & Assoc Inc., FBPE CA #8377 304 Oak St., Melbourne Beach, FL 32951 321-725-3989

L2x2 MID

RAIL TYP

CONT ROLLED 9"x

TOE PLATE TYP (E,R)

CONT ROLLED

L2 x2

RAIL 3'-6"

A.F.F.

CONICAL

COL CAP PL

(E)

" VERT STIFF

PLATE TYP (E,R)

" TRIANG CAP

PLATE REINF

BELOW TYP (E,R)

" DECK PLATE

PLATFORM TYP (E,R)

Ø 'X' BRACING

ROD GUSSET

CONN PL (E,R)

L3x3 @ 4'-8" MAX

O.C. TYP

TANK WALL

TYP (E,R)

'L' GUARDRAIL

BEYOND (R/R,N)

THRU STEP

SAFETY SWING

GATE (R/R,N)

" DECK PL

(E,R) TYP

2'-6"Ø COL

BEYOND (E)

LADDER W/ SKATE

RAIL (R/R,N) TYP

WELDED

TANK WALL

(E,R) TYP

LADDER (R/R,N)

SKATE RAIL

SYSTEM (N) TYP

LADDER SYSTEM

(R/R, N)

SKATE RAIL SYSTEM

(R/R,N) TYP

LOCKED DOOR

INTRUDER

PROTECTION (R/R, N)

2'-6"Ø COL

(E,R)

B/LADDER

~6" A.F.F.

2'-6"Ø COL (E,R)

NOTE:

1) Ø RADIAL ROD SIZE VARIES; 1

"Ø AT UPPER TIER & 1"Ø AT LOWER TIER

2) REMOVE ALL RADIAL RODS & REPLACE ALL END THRU BOLTS W/ NEW HDG A307 TYP.

3) REPAIR ALL TURNBUCKLES/HARDWARE, PREP & PAINT AS REQ'D.

4) REPAIR CLEVIS PLATES ASSY'S, RODS ETC IF/AS REQ'D.

5) SEE NOTES FOR MEMBER REMOVAL & REPLACEMENT RESTRICTIONS & REQUIREMENTS

" CLEVIS PL,

NS & FS

TURNBUCKLE

D

FACE 6'-0"

RISER PIPE

14"

4"

16"

T

Y P

L2 x2 x

BETWEEN Ø

COL'S (E) TYP

2'-6".±

F

V

" GUSSET

PL (E) TYP

Ø RADIAL ROD

(SIZE VARIES)

R

TYPICAL CLEVIS PL DETAIL

" CLEVIS PL,

NS & FS

"Ø BOLT

(N) TYP

NOTE: VERT Ø STL

ROD BRACING &

GUSSET PL BELOW

OMITTED FOR

CLARITY TYP

COPED

30"Ø COL

(E)

TANK WALL

PL (E)

" DECK PL (E)

4"± F.V.

" STIFF PL

BELOW (E)

CONT ROLLED

9"x

" TOE PL (E)

" TRIANG CAP

PL BELOW (E)

2'-6"Ø COL (E)

4"*.± F.V.

2'-6"Ø COL

BELOW (E)

T

Y P

" GUSSET

PL (E,R)

" GUSSET

(E,R) PL TYP

"Ø STL ROD

(E,R,R/R) TYP

2'-6"Ø (E,R)

COL

" STIFF

PL (E,R)

" CAP PL

BEHIND (E,R)

DECK PL (E,R)

GUARDRAIL SYSTEM

(R/R,N) OMITTED FOR

CLARITY

L2 x2

L (E)

9" H ROLLED

TOE PL (E,R)

4"

R

LADDER 'L'

BRACKET ASS'Y

(R/R,N)

REPAIR PITTED

CORROSION IN TANK

WALLS (E,R) TYP

SYMM ABT

CL U.O.N.

Ø ROD BRACE &

GUSSET PL

BELOW (E)

" MIN EDGE

DIST TYP

T

Y P

"Ø HDG

A307 TYP

CLIP LEGS AS

REQ'D TYP

ABBREVIATION / KEY;

E = EXISTING

N = NEW

R/R = REMOVE & REPLACE

REP = REPAIR

F.V. = FIELD VERIFY

NOTE: FOR ALL REPAIRS &

REPLACEMENTS, SEE

'MEMBER & ELEMENT

REPLACEMENT / REPAIR

SCHEDULES' ON (S601),

'WELD REPAIR

THRESHOLD SCHEDULE'

ON (4/S503) AND ALL

APPLICABLE NOTES,

SECTIONS,

SPECIFICATIONS ETC TYP

NOTE: * ALL DIMENSIONS SHOWN

ARE APPROXIMATE. CONTRACTOR

TO FIELD VERIFY ALL MEMBER

DIMENSIONS AND SIZES BEFORE

ORDERING ANY MATERIALS

SCALE:

ELEVATION AT TOP Ø COLUMN

3/4" = 1'-0"

S501

SCALE:

PLAN DETAIL AT TOP Ø COLUMN

3/4" = 1'-0"

S501

SCALE:

HORIZONTAL RADIAL Ø ROD BRACE

3/4" = 1'-0"

S501

SCALE:

LADDER & Ø COLUMN BASE

3/4" = 1'-0"

S501

SCALE:

SECTION AT PLATFORM & LADDERS

3/4" = 1'-0"

S501

SECTION AT TYPICAL REPLACEMENT SECTION AT SLOPED

SCALE:

SECTION AT TYPICAL PLATFORM

3/4" = 1'-0"

S501

REPLACEMENT GUARDRAIL SYSTEM

GR-1: GUARDRAIL SYSTEM SHALL MEET ALL OF THE APPLICABLE REQUIREMENTS OF THE DESIGN CODES

LISTED UNDER DESIGN CRITERIA, AND LOADS SHOWN ON THE DRAWINGS. IN THE EVENT OF ANY CONFLICTS

BETWEEN ANY OF THE LISTED CODES OR DESIGN LOADS SHOWN OR REFERENCED, THE MOST STRINGENT

REQUIREMENT SHALL GOVERN.

GR-2: GUARDRAILS SHALL BE FABRICATED FROM STEEL ANGLE SECTIONS WITH MINIMUM SIZES AS INDICATED

ON THE DRAWINGS. NOTE THAT LARGER MEMBER &/OR CONNECTIONS MAY BE REQUIRED BY CALCULATIONS.

THE EXISTING TOE PLATE SYSTEM IS INTEGRAL WITH THE OUTER PERIMETER PLATFORM EDGE AND IS TO BE

REPAIRED AND REUSED. THE REPLACEMENT GUARDRAIL SYSTEM SHALL BE FASTENED TO THE EXISTING

TOE PLATE SYSTEM. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING BOLT HOLE SIZES AND

LOCATIONS. HOLES MAY NEED TO BE ENGARGENED TO MEET LOADING AND STRESS REQUIREMENTS.

GR-3: THE REPLACEMENT GUARDRAIL SYSTEM SHALL BE CONNECTED TO THE STRUCTURE WITH ASTM A307

HOT DIPPED GALVANIZED BOLTS TO THE EXISTING TOE PLATE SYSTEM. FIELD WELDING OF THE GUARDRAIL

SYSTEM AT EITHER CONNECTIONS, COMPONENTS OR ANY OTHER LOCATIONS IS NOT ALLOWED. PROVIDE

HORIZONTAL SHORT SLOTTED HOLES IF AND AS REQ'D TO ASSIST WITH FIELD FITUP ISSUES.

GR-4: SUBMIT SIGNED & SEALED DRAWINGS & CALCULATIONS BY A STRUCTURAL ENGINEER REGISTERED IN

THE STATE OF FLORIDA TO SHOW FULL COMPLIANCE WITH ALL REQUIREMENTS.

GR-5: THE REPLACEMENT GUARDRAIL SYSTEM SHALL MATCH THE COLOR, TEXTURE, AND STYLE AND ALSO

DIMENSIONALLY MATCH THE EXISTING GUARDRAIL SYSTEM AT CONNECTION INTERFACES. A TWO

HORIZONTAL RAIL SYSTEM SHALL BE USED.

GR-6: ALL ABANDONED BOLT OR SIMILAR HOLES IN THE EXISTING GUARDRAIL TOE PLATE SYSTEM SHALL BE

PENCIL BLASTED AND PAINTED TO MATCH THE MAIN STRUCTURE.

REPLACEMENT

GUARDRAIL SYSTEM (ALL

NEW);

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D n g i n e e r i n g I n c

L L

E N

E A

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

R

B

A R

C A

N T

R

B

A R

C A

N T

L

C

O L

E M

A N

S X

G

B

E A

R D

R E

P A

N

T R

A L

W

A T

W

E R

S X

P A

F B

F

L

GRAPHIC SCALE 3/4" = 1'-0"

3' 4'6"1' 0' 1' 2'

S-501

W A

T E

R

T

O W

C

T I O

T

A I L S

Richard Barcant, FL PE #35462 RKB & Assoc Inc., FBPE CA #8377 304 Oak St., Melbourne Beach, FL 32951 321-725-3989

"x5"x12"H PL ASS'Y

W/ 1

"Ø A. BOLT TYP

2'-6"Ø STL PIPE

COL (E) TYP

TURNBUCKLE

ASS'Y (E) TYP

CLEVIS PL ASS'Y NS

& FS (E) TYP

5"x8"x

" PL W/

"Ø A. BOLT

TYP

3'-3"Øx 1

BASE PL TYP

"Ø PIN

BOLT TYP

1'-6"H x

GUSSET PL TYP

SYMM ABT

CL U.O.N.

2'-6"Ø STL PIPE

COL (E,R) TYP

CLEVIS PL NS

& FS (E) TYP

W6 FLANGES COPED

T&B BEYOND TYP

3-2

"Ø PIN

BOLTS TYP

2'-8".Hx8"x

GUSSET PL TYP

SYMM ABT

CL U.O.N.

"Ø

TURNBUCKLE

ASS'Y TYP

"Ø STL

ROD (E) TYP

"Ø STL

ROD TYP

COPED 'W' BM

FLANGE T&B TYP

VERT Ø STL ROD

BRACING TOP & BOT TYP

HORIZ Ø STL ROD BRACING

W/ TURNBUCKLE TYP

SYMM ABT

CL U.O.N.

2'-6"Ø STL PIPE

COL (E) TYP

W6 STRUT OMITTED

FOR CLARITY TYP

VERT Ø STL ROD

BRACING TOP &

BOT OMITTED FOR

CLARITY TYP

5"x8"x

" PL W/

"Ø A. BOLT

TYP

"x5"x12"H PL

ASS'Y W/ 1

"Ø A.

BOLT TYP

4'-6" SQ PIER

BELOW TYP

2'-6"Ø STL PIPE

(N) COL TYP

MANHOLE

COVER

R-1

7'-6" SQ CONC

PIER (E)

"± GROUT TYP

"Ø STL

ROD (E) TYP

1'-2"

TYP CLEVIS PL ASS'Y

Ø ROD

PL'S NS & FS

"Øx8" ROD

COUPLER TYP (E)

Ø ROD

SIZE VARIES

W6 STRUT

TYP

"Øx8" ROD

COUPLER TYP (E)

5"

" GUSSET PL

(E,R) TYP

W6 STRUT

(E,R) TYP

".± TYP

T

Y P

CLEVIS SCHEDULE

ROD Ø PL THK W

6'-0"Ø x0.25"

RISER PL (E)

SYMM ABT

CL U.O.N.

NOTE: PROVIDE

"CONFINED

SPACE ENTRY"

LABEL FOR

HATCH AS REQ'D

BY OSHA

PIPING

CONN'S

ANCHOR BOLT

PLATE ASS'Y

ANCHOR BOLT

BRACKET ASS'Y (E)

CONCRETE BASE

PEDESTAL (E)

REMOVE & REPLACE ALL

"Ø

(F.V. *) BOLTS AT BOTH ENDS

OF HORIZ RODS TYP (N)

6'-0"± Ø RISER COLUMN

"Ø A. BOLT

TYP

" THK Ø

BASE PLATE

7'-6"± SQ

CONC PIER

B/BASE PL

EL. 100'-0"

(REF)

" SQ PL

ASS'Y TYP

4"± GROUT

GREASE

NIPPLE

~13"x~18" MANWAY

ACCESS HATCH

NOTE: PROVIDE

"CONFINED SPACE

ENTRY" LABEL FOR

HATCH AS REQ'D BY

OSHA

ABBREVIATION / KEY;

E = EXISTING

N = NEW

R/R = REMOVE & REPLACE

REP = REPAIR

F.V. = FIELD VERIFY

NOTE: FOR ALL REPAIRS &

REPLACEMENTS, SEE

'MEMBER & ELEMENT

REPLACEMENT / REPAIR

SCHEDULES' ON (S601),

'WELD REPAIR

THRESHOLD SCHEDULE'

ON (4/S503) AND ALL

APPLICABLE NOTES,

SECTIONS,

SPECIFICATIONS ETC TYP

NOTE: * ALL DIMENSIONS SHOWN

ARE APPROXIMATE. CONTRACTOR

TO FIELD VERIFY ALL MEMBER

DIMENSIONS AND SIZES BEFORE

ORDERING ANY MATERIALS

SCALE:

TYPICAL Ø COLUMN BASE

3/4" = 1'-0"

S502

SCALE:

TYPICAL Ø COLUMN BASE SECTION

3/4" = 1'-0"

S502

SCALE:

BASE MAIN TANK RISER

3/4" = 1'-0"

S502

PLAN DETAIL AT PLAN DETAIL AT

SCALE:

Ø COLUMN INTERMEDIATE LEVEL

3/4" = 1'-0"

S502

TYPICAL SECTION AT

3/4"

1/2"

1/2"

5/8"

1/2"

3/8"

2"

1 3/4"

1 1/2"

SCALE:

Ø COLUMN INTERMED LEVEL

3/4" = 1'-0"

S502

TYPICAL PLAN DETAIL AT

SCALE:

SECTION AT MAIN TANK RISER BASE

3/4" = 1'-0"

S502

TYPICAL ALL SECTIONS:

ALL MEMBERS ARE

EXISTING (E) AND TO BE

REPAIRED (R) IF AND AS

REQUIRED

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D n g i n e e r i n g I n c

L L

E N

E A

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

R

B

A R

C A

N T

R

B

A R

C A

N T

L

C

O L

E M

A N

S X

G

B

E A

R D

R E

P A

N

T R

A L

W

A T

W

E R

S X

P A

F B

F

L

GRAPHIC SCALE 3/4" = 1'-0"

3' 4'6"1' 0' 1' 2'

S-502

W A

T E

R

T

O W

C

T I O

T

A I L S

Richard Barcant, FL PE #35462 RKB & Assoc Inc., FBPE CA #8377 304 Oak St., Melbourne Beach, FL 32951 321-725-3989

SECTION 'A'-A'

'B'

'B'

W6 BEAM

REPAIR OR REMOVE &

REPLACE CORRODED

PL IF/AS REQ'D

W6 BEAM; SEVERE

HIDDEN WEB

CORROSION

ASSUMED REPAIR

SECTION 'B'-'B'

BOLT GRIP VARIES; FIELD

VERIFY TYP ALL BOLTS

NOTE: MAINTAIN EXISTING

'WORK POINT' LOCATIONS

FOR EXISTING BRACES ETC

NOTE: CONTRACTOR SHALL VERIFY

THAT ALL REPLACEMENT TENSION

ROD RELATED HARDWARE DOES

NOT CONFLICT WITH ANY OF THE

EXISTING GUSSET PLATES OR

STRUCTURE TO REMAIN TYPICAL

ALL LOCATIONS.

NOTE: SECTION BELOW SHOWS THE UPPER PORTION OF THE GUSSET PLATE BEING 'REMOVED AND REPLACED'

WHILE LOWER SECTIONS MAY BE REPAIRED. A COMBINATION OF EITHER MAY BE USED DEPENDING ON DEGREE

OF HIDDEN CORROSION ENCOUNTERED AND THE COST EFFECTIVENESS OF 'REPAIR' VS PARTIAL OR WHOLE

'REMOVAL AND REPLACEMENT'. CONTRACTOR SHALL SUBMIT UNIT COSTS FOR BOTH APPROACHES.

SYMM

ABOUT

CENTERLINE

SYMM

ABOUT

CENTERLINE

'A'

'A'

SECTION 'A'-'A'

2 1/2"Ø (F.V.) PINS TO BE

REMOVED & REPLACED W/

MATCHING SIZE BOLTS TYP

THIS LEVEL. SEE NOTES

GUSSET PLATE TO BE

REPAIRED OR REMOVED &

REPLACED (SHOWN). SEE

NOTES.

Ø VERT 'X' BRACING ROD W/

ASSOCIATED HARDWARE EA END

TO REPAIR OR REMOVE &

REPLACE. SEE NOTES.

GUSSET PLATE TO BE

REPAIRED OR REMOVED &

REPLACED. SEE NOTES.

W6 BEAM (SHOWN) OR

6"Ø STRUT TO REMAIN.

REPAIR IF/AS REQ'D

(E)

TYP PLATE

'REPLACE'

Ø STL COL (SHOWN)

OR BUILT UP 'C' COL

TO REMAIN

Ø ROD W/ HARDWARE TO

REMAIN

Ø ROD

SECTIONS (2/S501) & (3/S503); REMOVE EXISTING

GUARDRAIL SYSTEM & REPLACE W/ NEW SYSTEM

AS SHOWN. PREP/PAINT ALL ABANDONED BOLT

HOLES TYP. DRILL NEW HOLES FOR GUARDRAILS

AS REQ'D TYP IN TOE PLATE.

CONT ROLLED TOP L2 1/2x2

1/2x1/4 TOP RAIL TYP (N)

L3x3x1/4 GUARDRAIL POST

@ 4'-8" O.C. MAX TYP

9"x3/8" CONT

ROLLED TOE

PLATE (REP)

EXIST STL

PLATE

DECK

TYP PITTED METAL REPAIR; (SEE NOTES & SPEC'S FOR ADD'L DETAILS)

1) PREP; GRIND OR SANDBLAST 'NEAR WHITE'.

2) FILLET WELD & FILL PITS. WIRE BRUSH BETWEEN PASSES.

3) GRIND WELDS FLUSH AS REQ'D.

4) PREP; SANDBLAST 'NEAR WHITE'.

5) PAINT W/ I.O.Z. PER SPEC'S.

6) SEE 'WELD REPAIR THRESHOLD SCHEDULE' FOR CORROSION DEPTH

WHEN REPAIRS REQUIRED.

PITTING ON SIDE RAILS

1'-6"±*

F.V. TYP

> 50% CORRODED

RUNG

REMOVE & REPLACE

W/ NEW 3/4"Ø RUNG

< 50% CORRODED

RUNG

TYP CORRODED METAL

REPAIR. SEE TYP WELD

REPAIR SECT(1/S502) TYP

1/8

1/8

SEE

NOTES

STEEL ELEMENT TO

BE REPAIRED

GRIND REPAIR

SMOOTH AS REQ'D

TYP. SEE NOTES SEE NOTES FOR

PAINT REQT'S

RE-PAINT FAR SIDE

IF PAINTED AS

REQ'D

FV

F V

"Ø x1'-6" RUNGS

@ 12" O.C. W/

FIRST RUNG ~6"

A.F.F. TYP

L2x2x

@ 8'-0"

O.C. TYP (N)

2'-6"± PIPE COL (E)

CONT

"x

" PL

RAIL TYP (N)

CONT 3"x

" PL

BRACKET TYP (N)

SLOPED LADDER SECTION VERTICAL LADDER SECTION

1'-6" TYP

SYMM

ABT CL

SYMM

ABT CL

C

L R

T Y

P

V A

R I E

S

COPE 'L'

FLANGE 8"±

AT ENDS

TYP

2'-0" WIDE 6"

ABOVE PLATFORM

E D

G

C

K

A B

O V

E

PROVIDE SAFETY SWING GATE AT TOP

PLATFORM & LADDER TYP (OMITTED

FOR CLARITY)

E60XX

TYP

4'-8" MAX TYP

TURNBUCKLE; PREP/PAINT OR

REPLACE INCL PARTIAL RODS

EA SIDE IF/AS REQ'D (E)

CLEVIS ASS'Y REPAIR OR

REPLACE INCL PARTIAL ROD

IF/AS REQ'D (E)

FULL PENN WELD AT ROD

SPLICES TYP. PREP AS

REQ'D

P

Ø VERT 'X'

BRACING ROD (E)

REPAIR CLEVIS PL, Ø ROD &

GUSSETS LOCALLY AS

REQ'D

Ø (F.V.*)…