H:\2011\2011054\DW\EE\MASTERPLAN\Pump ... - DN Higgins, Inc.

STRUCTURAL NOTES
10/2/2012 12:54:47 PM
1010 GENERAL CONDITIONS AND STATEMENTS:
A. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS
AND MECHANICAL, PLUMBING DRAWINGS. CONSULT THESE DRAWINGS FOR DIMENSIONS,
AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL
COMPARE AND COORDINATE WITH ALL DISCIPLINES AND REPORT ANY DISCREPANCIES TO
ENGINEER PRIOR TO FABRICATION.
B. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE
AFFECTED PART OF THE WORK.
C. DO NOT SCALE OFF DRAWINGS OR DETAILS. DIMENSIONS PROVIDED ON PLAN OVERIDE
ANY SCALED DIMENSIONS.
D. THE STRUCTURE DEPICTED ON THE DRAWINGS IS DESIGNED TO BE SELF-SUPPORTING,
STABLE AND STRUCTURALLY SOUND AFTER THE BUILDING IS COMPLETE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE
TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS
INCLUDES PROVIDING TEMPORARY SHORING, SHEETING, BRACING, GUYS OR TIEDOWNS TO
RESIST LOADS IMPOSED BY GRAVITY, SOIL, CONSTRUCTION LOADS, WIND AND SEISMIC
(WHERE APPLICABLE).
E. DETAILS, NOTES, KEYNOTES OR ANY INFORMATION SHOWN ON ANY PART OF THE
DRAWINGS SHALL BE APPLIED TO ALL APPLICABLE OR SIMILAR CONDITIONS AND IF NOTED
AS TYPICAL OR SHOWN FOR ONE CONDITION, SHALL BE APPLIED FOR ALL LIKE OR SIMILAR
CONDITIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST USE, IN CONJUNCTION
WITH STRUCTURAL DRAWINGS, MECHANICAL, PLUMBING AND SITE DRAWINGS TO
DETERMINE WHERE CONDITIONS THAT ARE LIKE OR SIMILAR APPLY.
F. WHERE A CONFLICT EXISTS BETWEEN STRUCTURAL DRAWINGS AND STRUCTURAL
SPECIFICATIONS THE DRAWINGS SHALL GOVERN.
1015 EXISTING STRUCTURE:
INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN
FROM THE DRAWINGS THAT WERE:
PREPARED FOR: COUNTY WATER-SEWER DISTRICT
COLLIER COUNTY, FL
PREPARED BY: CONSOER, TOWNSEND & ASSOC.
ENTITLED: RAW WATER BOOSTER PUMPING STATION
DATED: 7-20-1990
WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS
PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS
INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES,
MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO DETERMINE IF
MODIFICATIONS AS INDICATED ON DRAWINGS ARE FEASIBLE AND PRACTICAL. FIELD
DIMENSIONS AND SURVEY EXISTING STRUCTURE FOR NEW STRUCTURAL ELEMENTS
PRIOR TO FABRICATION. NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES
OR CONFLICTS.
1020 STRUCTURAL DEMOLITION
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING METHODS OF
DEMOLITION SO THAT THE REMAINING STRUCTURE WILL NOT BE IMPAIRED OR
DAMAGED.
B. SAWCUTTING AND CORING SHALL BE UTILIZED TO THE FULLEST EXTENT POSSIBLE.
ISOLATE CONSTRUCTION TO BE REMOVED FROM THE STRUCTURE TO REMAIN.
C. ONLY OVERCUT OPENINGS WHERE INDICATED. USE APPROPRIATE SIZE CORES AT
CORNERS SO THAT OVERCUTTING AT CORNERS WILL NOT BE NECESSARY. USE
CHIPPING TOOLS WHERE CORNERS ARE REQUIRED TO BE SQUARE.
D. SELECT METHODS OF TRANSPORTING DEBRIS THROUGH THE BUILDING WHICH WILL
NOT OVERLOAD THE EXISTING OR NEW BUILDING.
E. PROVIDE SHORING REQUIRED TO SUPPORT THE STRUCTURE WHEN NEW WORK TO
STRENGTHEN THE STRUCTURE CANNOT BE INSTALLED PRIOR TO DEMOLITION.
MAINTAIN SHORING UNTIL NEW WORK HAS ATTAINED DESIGN STRENGTH.
1061 DESIGN LOADS:
THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE
WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE (2007 FBC) WITH FLORIDA
BUILDING CODE 2009 SUPPLEMENT, BY THE SOUTHERN BUILDING CODE CONGRESS
INTERNATIONAL, INC.
1120 SUBMITTAL (SHOP DRAWING) REVIEW:
A. SUBMITTALS (SHOP DRAWINGS) WILL BE REVIEWED FOR GENERAL COMPLIANCE
WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IF ANY DEVIATIONS
FROM CONTRACT DOCUMENTS BECOME APPARENT DURING REVIEW, AS A COURTESY,
ENGINEER/ARCHITECT MAY MARK UP DEVIATIONS ON SHOP DRAWINGS DURING THE
SUBMITTAL PROCESS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS INCLUDING BUT NOT
LIMITED TO QUANTITY, LENGTH, ELEVATIONS AND DIMENSIONS. FABRICATION
REQUIREMENTS, CONSTRUCTION MEANS AND METHODS, COORDINATION OF WORK
WITH OTHER TRADES OR CONSTRUCTION SAFETY REQUIREMENTS.
B. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL
TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW, OR IF
SUBMITTAL IS INCOMPLETE, WILL BE REJECTED AND WILL NOT BE REVIEWED. TRC
WORLDWIDE ENGINEERING, INC WILL NOT BE RESPONSIBLE FOR DELAYS CAUSED BY
REJECTED DRAWINGS.
C. SHOP DRAWING SUBMITTALS SHALL FOLLOW THE REQUIREMENTS IN CONTRACT
SPECIFICATIONS SECTION 01330
D. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS
OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER.
E. CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS SHALL BE CLEARLY FLAGGED
AND NOTED. THE PURPOSE OF THE RE-SUBMITTALS SHALL BE CLEARLY NOTED ON
THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO
THOSE ITEMS CAUSING THE RE-SUBMITTAL.
1121 DELEGATE ENGINEERING COMPONENTS AND REQUIREMENTS:
A. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE
FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER:
STAINLESS STEEL BASE & ANCHOR RODS.
B. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND
APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND
PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS
AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC
PRODUCTS WILL NOT BE ACCEPTED.
C. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT
SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER.
D. SHOP DRAWINGS AND CALCULATIONS REQUIRE THE IMPRESSED SEAL, DATE
AND SIGNATURE OF THE DELEGATED ENGINEER. COMPUTER PRINTOUTS ARE AN
ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE
ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR
PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BEAR THE
IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AS AN
INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS.
SEPIAS DO NOT REQUIRE SIGNATURE AND SEAL. THE STRUCTURAL ENGINEER WILL
RETAIN ONE SIGNED AND SEALED BLUELINE PRINT FOR RECORD.
E. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND
INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL
STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING DO NOT REQUIRE
THE SEAL OF A DELEGATED ENGINEER. HOWEVER, ALL STRUCTURAL STEEL
CONNECTIONS NOT DETAILED ON THESE DRAWINGS SHALL BE DESIGNED AND
DETAILED BY DELEGATE ENGINEER, BASED ON LOADS AND PROJECT
REQUIREMENTS PROVIDED HEREIN.
F. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE
SEAL OF A DELEGATED ENGINEER.
G. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED
TO VERIFYING THE FOLLOWING:
a) THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED.
b) THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE
DELEGATED ENGINEER.
c) THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND
HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OF
CALCULATIONS WILL BE MADE).
d) THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS
CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF
DIMENSIONS OR QUANTITIES WILL BE MADE).
H. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED.
2011 FOUNDATIONS:
A. GEOTECHNICAL INVESTIGATION, TESTING, STUDIES, FOUNDATION
RECOMMENDATIONS, AND SITE PREPARATION REQUIREMENTS HAS NOT BEEN
PERFORMED BY TRC WORLDWIDE ENGINEERS, INC.
B. FOUNDATION DESIGN IS BASED ON AN SOIL BEARING PRESSURE OF 2,000 PSF.
C. SOIL TO BE COMPACTED TO CONTRACT SPECIFICATIONS OF 98% MODIFIED
PROCTOR OR GREATER.
3101 FORMWORK:
1. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT
LEAST TWO-THIRDS OF THE 28 DAY DESIGN STRENGTH.
a) DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK SHALL MEET
REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301.
2. CONSTRUCT FORMWORK SO CONCRETE SURFACES CONFORM TO THE
TOLERANCE LIMITS OF ACI 117 [STANDARD SPECIFICATIONS FOR TOLERANCES FOR
CONCRETE CONSTRUCTION MATERIALS]. THE CLASS OF SERVICE FOR OFFSET
BETWEEN ADJACENT PIECES OF FORMWORK FACING MATERIAL SHALL BE CLASS B
FOR SURFACES PERMANENTLY EXPOSED TO PUBLIC VIEW AND CLASS D FOR
SURFACES THAT WILL BE PERMANENTLY CONCEALED.
3. PROVIDE 3/4" CHAMFER FOR ALL EXPOSED CONCRETE EDGES.
3201 REINFORCING STEEL:
A. SHALL BE MMFX DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND
PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING
DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF
SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. REINFORCING BAR
DETAILING SHALL COMPLY WITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES".
B. UNLESS NOTED OTHERWISE ON SECTIONS AND DETAILS, PROVIDE THE
FOLLOWING CONCRETE COVER FOR REINFORCING STEEL:
REINFORCING STEEL COVER (PRESTRESSED AND NON-PRESTRESSED
CONCRETE) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH
GROUND
SLABS, WALLS, JOISTS
#14 & #18 BARS.........................................................1 1/2"
#11 BAR & SMALLER................................................3/4"
CONCRETE EXPOSED TO WEATHER OR EARTH*
#6 BAR THRU #18 BARS..........................................2"
#5 BAR, W31 OR D31 WIRE, AND SMALLER....... 1 1/2"
GRADE BEAMS
TIES, STIRRUPS - TOP & FORMED FACES...... 2"
BOTTOM & UNFORMED FACES.......................3"
FOOTINGS & PILECAPS
TOP.............................................................................. 2"
BOTTOM & SIDES...................................................... 3"
COVERAGE TO REINFORCING REQUIREMENTS APPLIES ALSO TO ANY EDGE OF
SLAB OR OPENING.
C. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR DRIPS, CHAMFERS,
REGLETS, SLOTS, SLEEVES, ANCHORS, AND INSERTS. UNLESS SHOWN ON
STRUCTURAL DRAWINGS NO OPENINGS LARGER THAN 12"x12" SHALL BE
PLACED IN SLABS OR WALLS. FOR OPENINGS NOT SHOWN ON STRUCTURAL
DRAWINGS, APPROVALS MUST BE OBTAINED FROM THE ENGINEER PRIOR TO
FABRICATION OF STEEL AND PLACEMENT OF CONCRETE. LOCATION DRAWINGS
FOR ALL SLEEVES AND BLOCKOUTS IN THE CONCRETE SHALL BE SUBMITTED
FOR APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO PLACEMENT.
D. ALL CONDUIT, SLEEVES, AND PIPES EMBEDDED IN OR PASSING THRU
CONCRETE SHALL CONFORM TO SECTION 6.3 OF ACI 318 AND THE FOLLOWING:
1. SLEEVES AND PIPES SHALL BE PLACED SO THAT REINFORCING STEEL
CAN BE PLACED WITH THE SPECIFIED COVER AND CLEAR DISTANCE
BETWEEN BARS.
2. THE CONCRETE COVERING OF PIPE AND SLEEVES SHALL NOT BE
LESS THAN 11/2 INCHES. CLEAR DISTANCE BETWEEN SUCH PIPES
AND SLEEVES SHALL NOT BE LESS THAN SIX INCHES.
3. CONDUIT AND PIPES PLACED IN SLABS AND TOPPING OVER SLABS
SHALL NOT BE LARGER IN OUTSIDE DIAMETER THAN ONE-THIRD THE
THICKNESS OF SLAB OR TOPPING, AND SHALL BE PLACED IN THE
MIDDLE THIRD OF SLAB DEPTH.
4. CONDUITS AND PIPES PLACED IN COLUMNS SHALL NOT DISPLACE
MORE THAN 4% OF THE CROSS SECTIONAL AREA OF COLUMN AND
SHALL BE LOCATED ON THE CENTER LINE OF COLUMN. OUTLET
BOXES TO BE NOT DEEPER THAN REQUIRED CLEARANCE FOR REINF.
5. INSERTS W/ 3/4" MAX. EMBEDMENT SHALL BE USED TO SUPPORT
CONDUITS, PIPES, AND DUCT FROM THE SLAB. 1-3/8" DEEP (MAX.)
UNISTRUT INSERTS (OR APPROVED EQUAL) ME BE USED TO SUPPORT
MECHANICAL AND PLUMBING EQUIPMENT AT CORRIDORS ONLY (AVOID
CONFLICT W/ POST-TENSION TENDONS).
E. ALL CONTINUOUS BARS SHALL HAVE CLASS B FULL TENSION LAPS UNLESS
INDICATED OTHERWISE. PROVIDE CORNER BARS AT ALL WALL, GRADE BEAM
AND STRIP FOOTING CORNERS. BARS SHALL BE THE SAME SIZE AND SPACING
AS THE HORIZONTAL REINFORCING. INTERSECTING WALLS, GRADE BEAMS AND
STRIP FOOTINGS SHALL BE DOWELED TOGETHER IN THE SAME MANNER.
PROVIDE 2 NO. 4 TOP DIAGONAL BARS 4'-0" LONG AT ALL REENTRANT CORNERS
IN ALL SLABS ON GRADE AND ELEVATED SLABS.
G. SHOP DRAWINGS SHALL DETAIL ALL CONCRETE WALLS IN ELEVATION.
950 Encore Way
Naples, FL 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No. 1772
DESIGN BY:
DRAWN BY:
CHECKED BY:
CAD FILE:
3301 CONCRETE:
A. SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A
STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE
MIX:
4000 PSI FOR ALL CONCRETE
CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI 301-05
STANDARDS AND SPECIFICATIONS.
B. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB
TESTS FOR REVIEW PRIOR TO USE. ONLY TYPE II CEMENT SHALL BE USED
FOR SLAB-ON-GRADE CONCRETE. MIX SHALL BE UNIQUELY IDENTIFIED BY
MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE
REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. CONCRETE SHALL
COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR
MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE
TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED
FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS
FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF
FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE,
THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF
THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE
CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. SLABS SHALL
BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM
STANDARD C309 TYPE 1-D AND SHALL HAVE A FUGITIVE DYE. THE
COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED
OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE.
SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE
RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER
ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER.
C. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION
INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE
STRUCTURE. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE MIX. IF
ACCEPTED, PEA ROCK PUMP MIX USE IS LIMITED TO VERTICAL ELEMENT
POURS AND BEAM POURS LESS THAN 60 LINEAL FEET PER POUR.
D. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED,
STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318.
E. WATER/CEMENTITIONS MATERIAL RATIO FOR CONCRETE SHALL NOT
EXCEED 0.45 BY WEIGHT.
F. CONFORM TO ACI 306R FOR COLD WEATHER CONCRETING AND ACI 305R
FOR HOT WEATHER CONCRETING WHEN ANY COMBINATION OF HIGH
TEMPERATURE, LOW RELATIVE HUMIDITY AND WIND VELOCITY TEND TO
IMPAIR THE QUALITY OF THE CONCRETE. CONCRETE IS TO BE REJECTED IF
ITS TEMPERATURE AT TIME OF PLACEMENT IS 90°F OR ABOVE. PROTECT
SURFACES OF EXPOSED CONCRETE FROM PRECIPITATION DAMAGE UNTIL
ADEQUATE STRENGTH IS GAINED TO PREVENT DAMAGE.
3304 CONCRETE TESTING:
A. AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE
FOLLOWING TESTS ON CAST IN PLACE CONCRETE:
a)ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF
PORTLAND CEMENT CONCRETE." SLUMP SHALL RANGE FROM 3 TO 5
INCHES.
b)ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE
STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS."
B. A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR
EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), 5,000 S.F. OF
SURFACE AREA OR EACH PLACEMENT OF EACH MIX DESIGN OF
CONCRETE PLACED IN ANY ONE DAY. REQUIRED CYLINDER(S)
QUANTITIES AND TEST AGE AS FOLLOWS:
1 AT 7 DAYS
2 AT 28 DAYS
ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE
DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS
ACHIEVED, THE ADDITIONAL CYLINDER(s) MAY BE DISCARDED. ANY
ADDITIONAL CYLINDERS REQUESTED BY CONTRACTOR SHALL BE AT
CONTRACTOR'S EXPENSE.
C. CYLINDERS AND TEST REPORTS SHALL BE CLEARLY LABELED WITH
DATE SAMPLED AND WHERE CONCRETE WAS SPECIFICALLY PLACED.
D. TEST REPORTS SHALL BE KEPT AT JOB SITE, WITH COPIES SENT
DIRECLY TO ENGINEER.
PSM
KLI
PSM
11FTM245
PSM
Florida Reg. No.
_____
FOR 22x34 THE SCALE IS AS NOTED.
FOR 11x17 THE SCALE IS 50% OF THE SCALE SHOWN.
COUNTY WATER-SEWER DISTRICT
COLLIER COUNTY, FL
PUMP REPLACEMENTS
RAW BOOSTER PUMP STATION
STRUCTURAL NOTES
PAUL S MOERSCHEL
FL PE #60487
CERTIFICATE OF AUTHORIZATION NO. 27322
12550 Professional Park Drive, Suite 7
FORT MYERS, FL 33913
PHONE: (239) 939-1414
FAX: (239) 278-4289
© 2011 - TRC Worldwide Engineering, Inc.
All rights reserved.
www.trcww.com
TO THE BEST OF MY KNOWLEDGE AND
ABILITY, THE COMPLETED STRUCTURE
DEPICTED ON THESE PLANS COMPLIES
WITH THE APPLICABLE
MINIMUM BUILDING CODES.
FILE No.
11FTM245
PROJECT NO. :
DATE :
SHEET NO. :
2011054
10/2012
S1

ITEM
CONCRETE (PLAN)
CONCRETE (SECTION)
EARTH
BRICK
SECTION INDICATOR
DETAIL INDICATOR
TOP REBAR
BOTTOM REBAR
TOP OF FOOTING ELEVATION
SPOT ELEVATION TOP OF CONCRETE
STEP IN FTG., GRADE BM. OR OTHER
STRUCTURAL ELEMENT
CL BEAM SPLICE
AND
PLATE
CENTERLINE
NUMBER (PRECEEDING)
PLUS OR TENSION
MINUS OR COMPRESSION
POUNDS (FOLLOWING)
TOP OF STEEL ELEVATION
COLUMN SYMBOLS
L E G E N D
LOAD BEARING CONCRETE BLOCK (CMU)
STEP IN STRUCTURE OR DEPRESSED SLAB
INDICATES COLUMN BELOW
INDICATES COLUMN THRU
INDICATES COLUMN ABOVE
COLUMN/PILASTER MARK
FOOTING MARK
TOP OF FOOTING
ELEVATION
C1/P1
F1
-1'-4"
SYMBOL
0'-0"
+0'-0"
&
PL
8"
S
S
CL
#, NO.
+
-
#
T/STL. EL. +20'-8" or (+20'-8")
REINF SYMBOLS
BAR SIZE
BAR SPACING
BAR PLACEMENT
1"
4/12T
1
S0.3
1
S0.3
T=TOP
B=BOTTOM
C=`C'
E=`E'
ABBREVIATIONS
AR
- ANCHOR ROD
K
- KIP(s), 1000 POUNDS
ALT - ALTERNATE
KLF - KIPS PER LINEAR FOOT
APPROX - APPROXIMATELY
KJ
- CONSTRUCTION JOINT
ARCH - ARCHITECT
L
- ANGLE
ARCHL - ARCHITECTURAL
LG
- LONG
B/ - BOTTOM OF
LLH - LONG LEG HORIZONTAL
BC
- BOTTOM CHORD
LLV - LONG LEG VERTICAL
BLDG - BUILDING
LP
- LOW POINT
BM - BEAM
LW - LONG WAY
BOTT - BOTTOM
LWT - LIGHTWEIGHT
BRG - BEARING
MFR - MANUFACTURER
C/C - CENTER TO CENTER
MAS - MASONRY
CIP - CAST IN PLACE
MO - MASONRY OPENING
CJ
- CONTRACTION JOINT
MATL - MATERIAL
CL
- CENTERLINE
MAX - MAXIMUM
CLR - CLEAR
MECHL
- MECHANICAL
CMU - CONCRETE MASONRY UNIT MTL - METAL
COL - COLUMN
MIN - MINIMUM
CONC - CONCRETE
MISC - MISCELLANEOUS
CONFIG - CONFIGURATION
NS
- NEAR SIDE
CONT - CONTINUOUS
NIC - NOT IN CONTRACT
CONTR - CONTRACTOR
NTS - NOT TO SCALE
CTR - CENTER
NW - NORMAL WEIGHT
DBL - DOUBLE
OC - ON CENTER
DET - DETAIL
OH - OPPOSITE HAND
DIA - DIAMETER
OPNG - OPENING
DIM - DIMENSION
PAF - POWER ACTUATED FASTENERS
DN
- DOWN
PART - PARTITION
DR
- DRAIN
PARTL - PARTIAL
DWG - DRAWING
PCJ - PRECAST CONCRETE JOIST
EA
- EACH
PL
- PLATE
EE
- EACH END
PLF - POUNDS PER LINEAR FOOT
EF
- EACH FACE
PSF - POUNDS PER SQUARE FOOT
EJ
- EXPANSION JOINT
PSI - POUNDS PER SQUARE INCH
EL
- ELEVATION
PT
- POST TENSIONED
ELEV - ELEVATOR
PrT - PRESSURE TREATED
ENGR - ENGINEER
R
- RADIUS
EOR - ENGINEER OF RECORD REG - REGULAR
EOS - EDGE OF SLAB
REINF - REINFORCING
EQ
- EQUAL
REM - REMAINDER
EW - EACH WAY
REQD - REQUIRED
EXIST - EXISTING
REV - REVISED/REVISION
EXP - EXPANSION
RM - ROOM
EXT - EXTERIOR
RO - ROUGH OPENING
FD
- FLOOR DRAIN
RQMTS
- REQUIREMENTS
FIN - FINISH
SCHED
- SCHEDULE
FLR - FLOOR
SECT - SECTION
FND - FOUNDATION
SIM - SIMILAR
FOM - FACE OF MASONRY
SL
- SLOPE
FS
- FAR SIDE
SOG - SLAB-ON-GRADE
FT
- FOOT
SP
- SPIRAL
FTG - FOOTING
SQ
- SQUARE
GA
- GAGE
SS
- STAINLESS STEEL
GALV - GALVANIZED
STD - STANDARD
GC - GENERAL CONTRACTOR STL - STEEL
GT
- GIRDER TRUSS
STRUCTL - STRUCTURAL
HC
- HOLLOW CORE
SW# - SHEARWALL
HCP - HOLLOW CORE PLANK SW - SHORT WAY
HDG - HOT DIPPED GALVANIZED T/ - TOP OF
HG - HIP GIRDER
TB
- TIE BEAM
HK
- HOOK
TC
- TIE COLUMN
HORIZ
- HORIZONTAL
TEMP - TEMPERATURE
HP
- HIGH POINT
TJ
- TIE JOIST
HS
- HIGH STRENGTH
TR
- TRUSS
IJ
- ISOLATION JOINT
TYP - TYPICAL
INFO - INFORMATION
UNO - UNLESS NOTED OTHERWISE
INS - INSULATION
VERT - VERTICAL
INT - INTERIOR
W/ - WITH
IRR - IRREGULAR
W/O - WITHOUT
JB
- JOIST BEARING
WD - WOOD
JBE - JOIST BEARING ELEVATION WF -WALL FOOTING
JR
- JAMB REINFORCING
WP - WORK POINT
JT
- JOINT
WWR - WELDED WIRE REINFORCING
PAUL S MOERSCHEL
FL PE #60487
CERTIFICATE OF AUTHORIZATION NO. 27322
12550 Professional Park Drive, Suite 7
FORT MYERS, FL 33913
PHONE: (239) 939-1414
FAX: (239) 278-4289
© 2011 - TRC Worldwide Engineering, Inc.
All rights reserved.
www.trcww.com
FOR 22x34 THE SCALE IS AS NOTED.
FOR 11x17 THE SCALE IS 50% OF THE SCALE SHOWN.
TO THE BEST OF MY KNOWLEDGE AND
ABILITY, THE COMPLETED STRUCTURE
DEPICTED ON THESE PLANS COMPLIES
WITH THE APPLICABLE
MINIMUM BUILDING CODES.
FILE No.
11FTM245
10/2/2012 12:54:47 PM
950 Encore Way
Naples, FL 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No. 1772
DESIGN BY:
DRAWN BY:
CHECKED BY:
CAD FILE:
PSM
KLI
PSM
11FTM245
PSM
Florida Reg. No.
_____
COUNTY WATER-SEWER DISTRICT
COLLIER COUNTY, FL
PUMP REPLACEMENTS
RAW BOOSTER PUMP STATION
ABBREVIATIONS
PROJECT NO. :
DATE :
SHEET NO. :
2011054
10/2012
S2

HORIZ REINF TO HAVE
90° HOOK EA END
3/4" CHAMFER
VERT REINF
(6) 3/4"ø SS (AISI TYPE
316) ANCHOR RODS x1'-0"
EMBED ON EA SIDE OF
PUMP & MOTOR BASE
3/4" CHAMFER
PROVIDE NUT TACK WELDED
OR DAMAGED THREADS
SAW CUT 1" DEEP &
EXCAVATE EXIST SLAB FOR
NEW PUMP FOUNDATION
EXIST 7" SLAB
ON GRADE
1'-4"
4" MIN
1'-4" *
GROUT IN NEW STAINLESS STEEL (AISI
316) PLATE W/ PUMP AND MOTOR
SUBMIT SHOP DRAWINGS FOR REVIEW
PRIOR TO CONSTRUCTION.
SEE SPECIFICATION SECTION 11350
FOR ADDITIONAL INFORMATION &
REQUIREMENTS
#5@8"OC EW TOP
2" CLR
2" CLR
3"
CLR
#4@10"OC HORIZ
#5@6"OC VERT
PROVIDE 1/4" AMPLITUDE
ROUGHENED SURFACE
FOR BOND TO EXIST SOG
8"
8"
NEW 3/16"x6" SS
STRAP (AISI 316)
3/4" CHAMFER
3
S3
4'-6"
NEW PIPE
SUPPORT WALL
4
S3
7'-6"
7'-6"
7'-6"
3'-0"
3'-0"
3'-0"
NEW PUMP
FOUNDATION
(TYP 4 PLACES)
5
S3
3" TYP
ALL SIDES
3"
CLR
#5@8"OC EW BOTT
1 1/2"
6"
EXIST PIPE RADIUS
MATCH EXIST
3'-0"
5
S3
ENLARGED PLAN SECTION OF
FOUNDATION REINF
3/4" = 1'-0"
COMPACT SOIL BENEATH FTG
GEOTECH ENG TO VERIFY 2,000 PSF
MIN ALLOWABLE BEARING PRESSURE
EXIST REINF. DO NOT DAMAGE
#4@12"OC EW, FIELD VERIFY
NOTE:
ALL REINFORCING STEEL IN PUMP BASE SHALL BE CORROSION
RESISTANT ALLOY STEEL, TYPE MMFX-2 GRADE 100 AS
MANUFACTURED BY MMFX TECHNOLOGIES CORP, MEETING
THE REQUIREMENTS OF ASTMA 1035 - "STANDARD
SPECIFICATION FOR DEFORMED AND PLAIN; LOW-CARBON,
CHROMIUM, STEEL BARS FOR CONCRETE PLACEMENT".
* COORDINATE W/ EXIST & NEW, HEIGHT OF CURB W/ EXIST
PIPE & NEW/RECONDITIONED EQUIPMENT & SS PL.
4 PUMP FOUNDATION SECTION
S3
3/4" = 1'-0"
MATCH
EXIST
MATCH EXIST
PIPE RADIUS
EXIST 7" REINF SOG
(2)#4 FULL HT EA END
OF WALL, EPOXY EMBED
4" INTO EXIST SLAB
3"
3 SECTION - NEW PIPE SUPPORT WALL
S3
3/4" = 1'-0"
NEW 8" WIDE
CONCRETE WALL
NEW 1/2"ø SS RODS
(AISI 316)
REMOVE EXIST
CONCRETE PIPE
SUPPORT. DO NOT
DAMAGE EXISTING
REINF
PROVIDE NUT. TACK WELD
OR DAMAGE THREADS
(2)#4 HORIZ CENTER W/
HK EA END BELOW PIPE
2" CLR
2" CLR
2
S3
2" CLR
NEW #4 VERT EA END
EXIST
REINF
3/4" CHAMFER
NEW PIPE SUPPORT
WALL ENLARGED PLAN
3/4" = 1'-0"
NEW #4 HORIZ
8"
2
S3
7'-6"
NEW PIPE
SUPPORT WALL
1 PUMP FOUNDATION SUPPORT PLANS
S3
1/8" = 1'-0"
PLAN NOTE:
1. EXISTING PIPE SUPPORT AND PUMP SUPPORT PADS TO BE
REMOVED AND REPLACED W/ NEW PIPE SUPPORT WALLS AND
PUMP FOUNDATION SUPPORTS.
2. ALL EARTHWORK AND DEMOLITION WORK SHALL BE
EXECUTED WITH CARE TO AVOID POSSIBLE DAMAGE TO
EXISTING CONDUIT AND WIRING. LOCATE ALL CONDUITS AND
WIRING IN VICINITY OF WORK DEPICTED ON THESE DRAWINGS
PRIOR TO CONSTRUCTION.
SEE GENERAL NOTES, SHEET 2,
AND SPECIFICATION SECTION
02220, 3.02
PAUL S MOERSCHEL
FL PE #60487
CERTIFICATE OF AUTHORIZATION NO. 27322
12550 Professional Park Drive, Suite 7
FORT MYERS, FL 33913
PHONE: (239) 939-1414
FAX: (239) 278-4289
© 2011 - TRC Worldwide Engineering, Inc.
All rights reserved.
www.trcww.com
FOR 22x34 THE SCALE IS AS NOTED.
FOR 11x17 THE SCALE IS 50% OF THE SCALE SHOWN.
TO THE BEST OF MY KNOWLEDGE AND
ABILITY, THE COMPLETED STRUCTURE
DEPICTED ON THESE PLANS COMPLIES
WITH THE APPLICABLE
MINIMUM BUILDING CODES.
FILE No.
11FTM245
10/2/2012 12:54:48 PM
950 Encore Way
Naples, FL 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No. 1772
DESIGN BY:
DRAWN BY:
CHECKED BY:
CAD FILE:
PSM
KLI
PSM
11FTM245
PSM
Florida Reg. No.
_____
COUNTY WATER-SEWER DISTRICT
COLLIER COUNTY, FL
PUMP REPLACEMENTS
RAW BOOSTER PUMP STATION
PLANS & SECTIONS
PROJECT NO. :
DATE :
SHEET NO. :
2011054
10/2012
S3