26-8683_Exhibit_M3_-_Structural_Plans.pdf

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

301 NORTH CATTLEMEN ROAD, SUITE 302

SARASOTA, FL. 343232

PHONE: (941) 371-9832 FAX: (941) 371-9873

CA 00008571 39

BID DOCUMENTS

THIS ITEM HAS BEEN

DIGITALLY SIGNED AND

SEALED BY VANESSA

NEGRON-VIEIRA ON THE

DATE ADJACENT TO THE

SEAL.

THE SIGNATURE MUST BE

VERIFIED ON ANY

ELECTRONIC COPIES.

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

CE

CE

00GS01STRUCTURAL

GENERAL NOTES

204170_00GS01.dwg hv o

GEOTECHNICAL REPORT / FOUNDATION DESIGN CRITERIA:

TYPICAL STRUCTURAL MATERIALS:

CONSTRUCTION:

STRUCTURAL SYMBOLS:

STRUCTURAL ABBREVIATIONS:

DEFERRED DESIGN SUBMITTALS

STRUCTURAL DESIGN CRITERIA - GENERAL:

GENERAL NOTES:

1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH PROJECT DRAWINGS BY OTHER

DISCIPLINES AND WITH THE SPECIFICATIONS.

2. UNLESS DETAILED. SPECIFIED OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE

AS INDICATED IN THE GENERAL NOTES AND TYPICAL DETAILS.

3. PRESENTATION CONVENTIONS FOR STRUCTURAL DRAWINGS:

A. SCREENED LINE WORK INDICATES EXISTING CONDITIONS.

B.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES.

C.PLANS ARE TREATED AS HORIZONTAL SECTIONS. (I.E.: "PLAN AT ELEVATION 110''

SHOWS CONSTRUCTION AT END BELOW ELEVATION 110.)

4. VERIFY DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK. ADVISE ENGINEER

IMMEDIATELY OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DIMENSIONS,

AND INFORMATION SHOWN ON THESE DRAWINGS. CONFIRM THE FOLLOWING BEFORE

PREPARATION AND SUBMITTAL OF SHOP DRAWINGS:

A. DIMENSIONS AND WEIGHTS FOR EQUIPMENT SELECTED.

B. SIZES AND LOCATIONS OF EQUIPMENT PADS FOR EQUIPMENT SELECTED.

5. TYPICAL DETAILS ARE INCLUDED ON THE "TS" DRAWINGS.

A. TYPICAL DETAILS ARE INTENDED TO APPLY AT LOCATIONS DESCRIBED BY THEIR

TITLES, EVEN WHEN NOT SPECIFICALLY REFERENCED ON THE DRAWINGS.

B. IN STRUCTURAL TYPICAL DETAILS, ORIENTATION OF BARS IN EACH MAT OF

REINFORCEMENT (WHETHER "LINES" OR "DOTS" ARE CLOSER TO THE FACE OF THE

CONCRETE) IS GENERALLY ARBITRARY. SEE DRAWINGS OF EACH STRUCTURE FOR

ORIENTATION REQUIRED AT THAT STRUCTURE.

6. SEE CIVIL DRAWINGS FOR STRUCTURE COORDINATES. POINTS ON THE STRUCTURES

TO WHICH SITE COORDINATES REFER ARE SHOWN ON THE STRUCTURAL PLANS.

7. DRAWINGS PREPARED BY OTHER DISCIPLINES INCLUDE OPENINGS, ANCHORS, PIPES,

CONDUITS, AND OTHER ITEMS THAT EMBEDDED INTO OR PASS THROUGH

STRUCTURES.

A. CONFIRM SIZE AND LOCATIONS OF OPENINGS, PENETRATIONS AND EMBEDMENT

FOR ITEMS AND EQUIPMENT FURNISHED.

B. IN GENERAL, OPENINGS, EMBEDMENTS, AND PENETRATIONS LESS THAN 12

INCHES IN DIAMETER ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS.

C. SEE MECHANICAL DRAWINGS FOR DETAILS OF PIPE PENETRATION, PIPE

SUPPORTS AND ASSOCIATED STRUCTURAL REQUIREMENTS.

D. SEE MECHANICAL DRAWINGS FOR EQUIPMENT PADS AND PIPE SUPPORTS.

SEE DRAWINGS OF INDIVIDUAL STRUCTURES FOR SPECIFIC DESIGN CRITERIA BASED ON

THESE OVERALL CRITERIA FOR THE SITE.

1. BUILDING CODE:

A. 2023 FLORIDA BUILDING CODE, EIGHTH EDITION W/ ASCE 7-22

2. STRUCTURE RISK CATEGORY: III

3. DEAD LOADS: CALCULATED FOR STRUCTURE SELF-WEIGHT.

4. LIVE LOADS: (REDUCTIONS NOT USED)

A. FLOOR LIVE LOAD: 100 PSF

B. GRATING, PLATFORM AND STAIRS: 100 PSF (UNO).

C. EQUIPMENT LOADS: SEE PLANS.

5. FLUID PRESSURE LOADS: 63 PSF/FT (UNO).

6. SNOW LOAD DATA: N/A

7. WIND DESIGN DATA:

A. ULTIMATE DESIGN WIND SPEED, VULT (3-SECOND GUST): 174 MPH

B. NOMINAL DESIGN WIND SPEED, VASD: 135 MPH

C. TORNADO SPEED, VT: 50 MPH

D. EFFECTIVE PLAN AREA, AE: 1,000 SF

E. WIND EXPOSURE: C

F. SPECIAL WIND REGION: YES - HURRICANE

G. WIND-BORNE DEBRIS REGION: YES

8. EARTHQUAKE DESIGN DATA:

A. SITE CLASS: D (ASSUMED) 0.2 SECOND *1.0 SECOND

B. MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.075 g S1 = 0.032 g C. DESIGN SPECTRAL RESPONSE ACCELERATIONS:* Sds = 0.066 g Sd1= 0.046 g

(*5% DAMPED)

9. FLOOD LOADS:

A. REFERENCE MAP ("FIRM"): 12021C0416J

B. COASTAL HAZARD ZONE: AH

C. BASE FLOOD ELEVATION: 11.00

10. RAIN LOADS:

A. DESIGN RAINFALL INTENSITY: i = 10 INCHES/ HOUR. (200 YEAR/1 HOUR EVENT)

11. ICE LOADS: N/A

1. MATERIALS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS

OTHERWISE INDICATED ON THE DRAWINGS.

2. SEE PROJECT SPECIFICATIONS AND NOTES ON THE DRAWINGS OF SPECIFIC

STRUCTURES FOR DETAILED AND LOCATION-SPECIFIC REQUIREMENTS.

REINFORCING STEEL (FOR CONCRETE):

1. DEFORMED BARS:

A. TYPICAL: ASTM A615, GRADE 60.

B. WHERE INDICATED ON THE DRAWINGS: ASTM A706.

2. WELDED WIRE FABRIC: ASTM A064.

CONCRETE:

1. NORMAL DENSITY.

2. MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH, f'c (AT 28 DAYS UNO).

A. STRUCTURES: "CLASS A" OR "CLASS A-NA" f'c = 4500 PSI.

B. FILL AND THRUST BLOCKS: "CLASS C" f'c = 2500 PSI.

C. PIPE ENCASEMENT: "CLASS A-NA" f'c = 4000 PSI.

D. ELECTRICAL DUCT ENCASEMENT: "CLASS CE" f'c = 3000 PSI.

CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE INDICATED ON THE

DRAWINGS.

EXCAVATION AND BACKFILLING:

1. EXPOSE AND PREPARE SUBGRADE AS SHOWN ON THE DRAWINGS AND SPECIFIED.

OBTAIN ENGINEER'S OBSERVATION OF SUBGRADE SURFACES, AS EXPOSED AND AS

PREPARED, BEFORE PROCEEDING WITH FOUNDATION CONSTRUCTION.

2. DO NOT PLACE BACKFILL AGAINST WALLS UNTIL STRUCTURES SUPPORTING THE TOP

OF THE WALL ARE IN PLACE, ARE COMPLETE, AND (IN THE CASE OF CONCRETE) HAVE

CURED TO THEIR MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH.

3. WHERE BACKFILL MUST BE PLACED AGAINST WALLS BEFORE STRUCTURES ABOVE

ARE COMPLETE, PROVIDE BRACING FOR WALLS. KEEP BRACING IN PLACE UNTIL THE

STRUCTURE ABOVE IS COMPLETE AND (IN THE CASE OF CONCRETE) HAS CURED TO

ITS MINIMUM SPECIFIED 28- COMPRESSIVE STRENGTH.

CONCRETE:

1. SEE SC001/TYP FOR CONCRETE NOTES, INCLUDING CLEAR COVER AND LAP SPLICE

LENGTH REQUIREMENTS FOR REINFORCING.

2. SUBMIT LOCATIONS OF CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS

FOR ACCEPTANCE BY THE ENGINEER BEFORE FORM LAYOUT.

3. PROVIDE CHAMFER AT EXPOSED EDGES OF CAST-IN-PLACE CONCRETE. SEE

SPECIFICATIONS (03_11_07) FOR CHAMFERS.

4. PROVIDE REINFORCING:

A. AT CORNERS AND JUNCTIONS- AS INDICATED IN SC310/TYP, SUPPLEMENT WITH

ADDED BARS WHERE INDICATED ON THE DRAWINGS.

B. AT OPENINGS- AS INDICATED IN SC012/TYP.

5. WELDING OF REINFORCING IS NOT PERMITTED UNLESS DETAILED ON THE

DRAWINGS OR ACCEPTED IN ADVANCE BY THE ENGINEER.

6. MAINTAIN MINIMUM 3 INCHES CLEAR CONCRETE COVER BETWEEN REINFORCING

AND EMBEDMENTS.

7. FINISH CONCRETE AS SPECIFIED IN SECTION (03_35_29)

1. SEE DRAWING_____FOR KEY TO DRAWING TITLES AND SECTION CUTS, AND FOR

DEFINITION OF MATERIALS SHADING PATTERNS.

2. WELDING: SYMBOLS: IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY

(AWS) A2.4.

1. SEE DRAWING 00G03 FOR GENERAL LIST OF ABBREVIATIONS USED ON

DRAWINGS.

2. ABBREVIATIONS FOR NAMES OF TECHNICAL GROUPS MAY BE FOUND IN THE

PROJECT SPECIFICATIONS.

3. STRUCTURAL MEMBERS:

A. STEEL: ABBREVIATIONS AND DESIGNATIONS ARE IN ACCORDANCE WITH THE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S STEEL CONSTRUCTION

MANUAL, CURRENT EDITION.

B. ALUMINUM: ABBREVIATIONS AND DESIGNATIONS ARE IN ACCORDANCE WITH

THE ALUMINUM ASSOCIATION'S ALUMINUM DESIGN MANUAL, CURRENT

EDITION.

AS DEFINED IN THE BUILDING CODE, DEFERRED DESIGN SUBMITTALS ARE PORTIONS

OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION, AND

THAT ARE SUBSEQUENTLY SUBMITTED TO THE BUILDING OFFICIAL.

DEFERRED DESIGN SUBMITTALS FOR THE PROJECT INCLUDE:

1. DIVISION 3(03) CONCRETE.

A. 03_30_00 CONCRETE MIX

2. DIVISION 5(05) METALS.

A. (05_50_00) HANDRAILS AND GUARDRAILS.

(05_50_00) GRATING.

3. LIFTING EYES: SUBMIT DETAILS WITH CALCULATIONS DEMONSTRATING THE

SPECIFIED LOAD CAPACITY TO ENGINEER. DELIVER REMOVABLE EYES TO OWNER

AFTER INSTALLATION OF REMOVABLE PANELS.

METAL FABRICATIONS:

1. HANDRAILS AND GUARDRAILS:

A. ALUMINUM, EXCEPT WHERE OTHER MATERIALS ARE NOTED.

2. GRATING:

A. ALUMINUM WITH TYPE 316 STAINLESS STEEL FASTENERS, UNLESS OTHERWISE

NOTED.

B. GRATING AND ITS SEATS OR SUPPORTS SHALL BE THE SAME MATERIAL.

3. COVER PLATES:

A. ALUMINUM WITH TYPE 316 STAINLESS STEEL FASTENERS, UNLESS OTHERWISE

NOTED.

B. COVER PLATE AND ITS SEATS OR SUPPORTS SHALL BE THE SAME MATERIAL.

STRUCTURAL ALUMINUM:

1. SECTIONS:

A. SHAPES: ASTM B308, ALLOY 6061-T6

B. SHEET AND PLATE: ASTM B209,ALLOY 6061-T6

2. BOLTED CONNECTION-BOLTS AND ANCHOR BOLTS:

A. STAINLESS STEEL-TYPE 316, ASTM F593, GRADE B8M, CLASS 1, HEAVY HEX.

3. WELDED CONNECTIONS:

A. GAS METAL ARC (MIG) OR GAS TUNGSTEN ARC (TIG) PROCESS USING FILLER

ALLOY 4043 ELECTRODES.

STEEL, STAINLESS STEEL, AND ALUMINUM-CONNECTIONS:

1. BOLTED:

A. MADE USING 3/4 -INCH DIAMETER BOLTS.

B. HAVING A MINIMUM OF 2 BOLTS, SPACED NOT CLOSER THAN 3 INCHES ON

CENTER.

C. WITH A DISTANCE OF AT LEAST 1 1/2 INCHES FROM CENTER OF BOLT TO ANY

EDGE OF A PLATE OR STRUCTURAL ELEMENT.

2. WELDED:

A. FILLET WELDS: PER AWS CODE BASED ON THE THICKNESS OF THE MATERIALS

BEING JOINED, AND FULL LENGTH OF THE JOINT.

3. INTERFACE BETWEEN MATERIALS:

A. AT BOLTED CONNECTIONS THAT INCLUDE DIFFERENT METALS (E.G.:STEEL AND

STAINLESS STEEL. OR ALUMINUM AND STEEL) PROVIDE ISOLATING SLEEVES

AND WASHERS AS SPECIFIED IN SECTION (05_05_24).

B. WHERE ALUMINUM IS IN CONTACT WITH MASONRY OR CONCRETE, COAT

ALUMINUM SURFACES AS SPECIFIED IN SECTION (09_96_01).

4. POST-INSTALLED ANCHORS IN CONCRETE:

A. INSTALL IN FULL COMPLIANCE WITH ACCEPTED BUILDING CODE EVALUATION

REPORT AND MANUFACTURER'S INSTRUCTIONS.

B. DO NOT CUT, DAMAGE, OR INTERRUPT EXISTING REINFORCEMENT TO

INSTALL ANCHORS. USE NON-DESTRUCTIVE TESTING EQUIPMENT TO IDENTIFY

LOCATIONS OF REINFORCEMENT IN MEMBERS BEFORE DRILLING-HOLES

FOR ANCHORS.

STRUCTURAL STEEL:

1. SECTIONS

A. SHAPES W, WT: ASTM A 992 (Fy = 50 KSI) B. SHAPES S, ST, M, MT, HP, C, MC, L: ASTM A 36 (Fy = 36 KSI) C. PLATES AND BARS: ASTM A 36 (Fy = 36 KSI) D. PIPES: ASTM A 53, GRADE B (Fy = 35 KSI)

E. HOLLOW STRUCTURAL SECTION:

ROUND: ASTM A 500, GRADE C (Fy = 46 KSI)

SQUARE AND RECTANGULAR: ASTM A 500, GRADE C (Fy = 50 KSI)

2. CONNECTIONS:

A. BOLTS- STEEL TO-STEEL:

ASTM F 3125 GRADE A325 HIGH-STRENGTH BOLTS, WITH LOAD INDICATOR

WASHERS.

B. BOLTS- STEEL TO CONCRETE:

ANCHOR BOLTS WITH HEX FORGED HEAD.

ASTM F 593, STAINLESS TYPE 316 (304)

ASTM F 1554, GRADE 36 GALVANIZED.

C. WELDS- SHIELDED METAL ARC PROCESS USING E70-XX ELECTRODES.

STAINLESS STEEL:

1. ANSI TYPE 316/316L EXCEPT WHERE TYPE 304/304L IS INDICATED ON THE DRAWINGS.

2. SECTIONS: SHAPES AND BARS: ASTM A276

3. BOLTED CONNECTIONS- BOLTS AND ANCHOR BOLTS:

A. MATCH ALLOW OF THE STRUCTURAL MEMBERS CONNECTED.

B. TYPE 316/316L: ASTM F593, GRADE B8M, CLASS 1, HEAVY HEX.

C. TYPE 304/304L: ASTM F593, GRADE B8, CLASS 1, HEAVY HEX.

4. WELDED CONNECTIONS:

A. TYPE 316L: E316L- 15 ELECTRODES

B. TYPE 304L: E304L- 15 ELECTRODES.

12. CONSTRUCTION LOADS:

STRUCTURES HAVE BEEN DESIGNED FOR OPERATION LOADS ON COMPLETED

FACILITIES. UNTIL CONSTRUCTION IS COMPLETE AND MEMBERS HAVE ACHIEVED

THEIR DESIGN STRENGTH, PROTECT STRUCTURES AS REQUIRED BY SHORING,

BRACING AND BALANCING.

1. GEOTECHNICAL INVESTIGATION REPORT:

TITLE: PROPOSED SCRWTP REACTOR TANK 4

PREPARED BY: ARDAMAN & ASSOCIATES, INC.

REPORT NO: 19-33-4539 DATED: JUNE 2, 2019

2. FOUNDATION DESIGNS ARE BASED ON RECOMMENDATIONS IN THE

GEOTECHNICAL INVESTIGATION REPORT.

A. NET ALLOWABLE BEARING PRESSURE SEE PLANS: 1,500 PSF

B. GROUNDWATER EL 5.00

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

MPJ

CHK

00S01

STRUCTURAL

BLEND TANK PLANS

204170_00S01.dwg

N D ia z

204170

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

301 NORTH CATTLEMEN ROAD, SUITE 302

SARASOTA, FL. 343232

PHONE: (941) 371-9832 FAX: (941) 371-9873

SEALED BY VANESSA

NEGRON-VIEIRA ON THE

DATE ADJACENT TO THE

SEAL.

THE SIGNATURE MUST BE

VERIFIED ON ANY

ELECTRONIC COPIES.

GENERAL NOTES:

KEY NOTES:

1. SEE SHEET 00GS01 FOR STRUCTURAL GENERAL NOTES.

2. FOR PIPE SIZES AND LOCATIONS SEE MECHANICAL DRAWINGS.

3. SCJ = SLAB CONSTRUCTION JOINT PER TYPICAL DETAIL SD102/TYP

WCJ = WALL CONSTRUCTION JOINT PER TYPICAL DETAIL SD102/TYP.

4. NOT ALL STRUCTURAL PENETRATIONS ARE SHOWN OR

DIMENSIONED. COORDINATE PENETRATIONS WITH MECHANICAL

AND ELECTRICAL DRAWINGS. REINFORCE PENETRATIONS AT

CONCRETE PER DETAIL SC012/TYP UNLESS OTHERWISE NOTED.

1. PROVIDE (3) 42"X42" BILCO J-5AL WATER TIGHT HATCHES CAST

INTO THE DECK CONCRETE. DRAIN PIPES SHALL BE ROUTED TO

THROUGH THE EXTERIOR WALLS PER 08_31_14.

2. (2) #5X5'-0" AT RE-ENTRANT CORNERS (TYP).

3. 12"WX20" DP CONCRETE BEAM.

4. SAFETY GRAB BARS FOR HATCH ENTRY (TYP AT ALL ACCESS

HATCHES)

SCALE:

PLAN

1/8" = 1'-0"B

UPPER SLAB

SCALE:

PLAN

1/8" = 1'-0"A

LOWER SLAB

HPT 6.30

SUMP AREA

TOC 5.38

LPT 5.63

STAINLESS STEEL

LADDER (TYP OF 3)

SUMP AREA

TOC 5.38

HPT 6.30 HPT 6.30

SUMP AREA

TOC 5.38

(TYP)

C 00S02

SCW/WCJ

E 00S02

LPT 5.63

G 00S03

F 00S03

TYP

SC012

ALUMINUM

GUARDRAIL TYP

SR401

TYP

SR416

TYP

SR450

TYP

SR226

TOG 18.00

TYP

SR214

3 3

G 00S03

F 00S03

E 00S02

LPT 18.00 LPT 18.00

HPT 18.25

SCW/WCJ

45'-6"

1'-2" 21'-0"

1'-2"

21'-0" 1'-2"

2' (TYP)

1'-6"1'-6"

6'

(TYP)

2'-0" (TYP)

6' -0

(T

YP

9"

2' -0

" S Q

(T

YP

1 2

A

B

1' -6

'-0

1' -2

'-0

1' -2

'-4

'-6

1'

-6

10'-0"

1'-0"

10'-0"

1'-2"

10'-0" 10'-0"

9" (TYP) 9"

(T

YP

2' -0

TY

P)

'-0

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

TYP

SD602

(TYP)

1'-2" (TYP) 21'-7" 21'-7"

45'-6"

16'-6"

19'-0"

(TYP)

9"

9"

'-0

'-0

1'

-2

TY

P)

'-4

2'-0" (TYP)

A

B

1 2

1% SLOPE1% SLOPE

4'

(1 0)

T

1"

'-2

(1 1)

E Q

R

1'

2'-0" (TYP) 6'-0"

(TYP)

2'-0" (TYP)

2' -0

TY

P) 6'

-0

(T

YP

2' -0

TY

P)

2' -0

1'-0"

4'

(TYP)

(TYP)

1' -0

D 00S02

SLO

PE SLOPE D

00S02

FOR COORDINATES, SEE

MECHANICAL DRAWINGS

FOR COORDINATES, SEE

MECHANICAL DRAWINGS

4 (TYP)

(TYP)

(TYP)

(1 0)

T

1"

'-2

(1 1)

E Q

R

1' -0

4' -0

" 4'-0"

TOG 18.00

ST

S

AV

ED

B

Y:

FILE NAME:

DES

MPJ

CHK

00S02

STRUCTURAL

BLEND TANK SECTIONS

204170_00S02.dwg

N D ia z

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

301 NORTH CATTLEMEN ROAD, SUITE 302

SARASOTA, FL. 343232

PHONE: (941) 371-9832 FAX: (941) 371-9873

SEALED BY VANESSA

NEGRON-VIEIRA ON THE

DATE ADJACENT TO THE

SEAL.

THE SIGNATURE MUST BE

VERIFIED ON ANY

ELECTRONIC COPIES.

GENERAL NOTES:

KEY NOTES:

1. SEE SHEET 00GS01 FOR STRUCTURAL GENERAL NOTES.

1. PROVIDE (3) 42"X42" BILCO J-5AL WATER TIGHT

HATCHES CAST INTO THE DECK CONCRETE. DRAIN

PIPES SHALL BE ROUTED TO THROUGH THE EXTERIOR

WALLS PER 08_31_14.

SCALE:

SECTION

3/8" = 1'-0"00S01

C

SCALE:

SECTION

3/8" = 1'-0"00S01

E

ALUMINUM

GUARDRAIL

(TYP)

TYP

SR401

TYP

SR416

TYP

SR450

LPT 18.00

(TYP)

FF GRADE, SEE

CIVIL

TOC 5.45 (TYP)

ALUMINUM

GUARDRAIL TYP

SR401

TYP

SR416

TYP

SR450

#5@8" EW

T&B (TYP)

#6@6" EW EF

TYP EXT WALLS

#6@6" EW EF

#5@8" EW EF

TYP INT WALLS

U.O.N.

HPT18.25

SLOPE GROUT

TOPPING (TYP)

TYP

SD130 (TYP)

12" WX20" DP CONCRETE

BEAM W/ (3)#6 T&B AND #3

STIRRUPS @ 12" O.C. (TYP)

(TYP OF 3)

TYP

SD150

TYP

SR214

#7@12" EW

T&B (TYP)

ALUMINUM

GUARDRAIL

TYP

SV103

#5@8" EW

T&B (TYP)

#6@6" EW EF

TYP EXT WALLS

STAINLESS

STEEL LADDER

SLOPE GROUT

TOPPING (TYP)

TOC VARIES

FF GRADE, SEE CIVIL

TOC 5.45

TOC 18.00

FF GRADE, SEE CIVIL

TOC 5.45

TYP

SC102(TYP)

1 2

1'-2"1'-0" (TYP)

1'-6" (TYP)

1'-2" (TYP)

1' -6

TOC 13.70

6'-0" (TYP)

1' -6

1'

-0 " M

IN

A

1' -6

LAP (TYP)

1" M

IN

TOC 11.45

TYP

SC102

LPT 5.63 (TYP)

TOC 5.38 (TYP)

2'-0"

(TYP)

2'-0"

(TYP)

EL 9.45

EL 11.45 (TYP)

12" WX20" DP CONCRETE

BEAM W/ (3)#6 T&B AND #3

STIRRUPS @ 12" O.C. (TYP)

(TYP OF 3)

TYP

SD150

SCALE:

SECTION

3/8" = 1'-0"00S01

D

TOC 9.45

#5@8" EW EF

TYP INT WALLS

U.O.N.

EL 16.33

TYP

SV103

9" (TYP)

1 (TYP)

TYP

SD602#7@12" EW

T&B (TYP)

#5@8" EW

T&B (TYP)

TYP

SD130 (TYP)

TYP

SD602(TYP)

TOC 5.38

STAINLESS STEEL

LADDER (TYP)

1' -0

" M

IN

7" (TYP)

SUMP AREA (TYP)

ST

S

AV

ED

B

Y:

FILE NAME:

DES

MPJ

CHK

00S03

STRUCTURAL

BLEND TANK ELEVATIONS

204170_00S03.dwg

N D ia z

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

301 NORTH CATTLEMEN ROAD, SUITE 302

SARASOTA, FL. 343232

PHONE: (941) 371-9832 FAX: (941) 371-9873

SEALED BY VANESSA

NEGRON-VIEIRA ON THE

DATE ADJACENT TO THE

SEAL.

THE SIGNATURE MUST BE

VERIFIED ON ANY

ELECTRONIC COPIES.

GENERAL NOTES:

KEY NOTES:

1. SEE SHEET 00GS01 FOR STRUCTURAL GENERAL NOTES.

1. PROVIDE (3) 42"X42" BILCO J-5AL WATER TIGHT

HATCHES CAST INTO THE DECK CONCRETE. DRAIN

PIPES SHALL BE ROUTED TO THROUGH THE EXTERIOR

WALLS PER 08_31_14.

SCALE:

ELEVATION

3/8" = 1'-0"00S01

F

SCALE:

ELEVATION

3/8" = 1'-0"00S01

G

ALUMINUM

GUARDRAIL

(TYP)

TYP

SR401

TYP

SR416

TYP

SR450

LPT 18.00 (TYP)

ALUMINUM

GUARDRAIL TYP

SR401

TYP

SR416

TYP

SR450

TOC 5.45 (TYP)

TOC 13.70 (TYP)

TOC 18.00

FF GRADE, SEE CIVIL

TOC 5.45

B

TOC 13.70

1' -6

1' -6

19'-0"

(TYP)

1' -0

TY

P)

TYP

SC102

8"

12'-0" 2'-0"

FF GRADE, SEE CIVIL

2'-0 1/8"

(TYP)

8" (T

YP

SC001 REINFORCED CONCRETE - NOTES

TYP

SHEET 1 OF 3 12/18/2023

FORMED CONCRETE SURFACES FOR DRY CONDITIONS:

FORMED CONCRETE SURFACES EXPOSED TO WEATHER,

STIRRUPS AND TIES................................................2"

FORMED CONCRETE SURFACES EXPOSED TO WEATHER,

FORMED CONCRETE SURFACES FOR DRY CONDITIONS:

C. WALLS:

B. BEAMS AND COLUMNS:

FORMED CONCRETE SURFACES AND UNFORMED TOP SURFACES

7.

6.

5.

EXPOSED TO WEATHER, IN CONTACT WITH SOIL OR FLUIDS,

3.

2.

1.

A. SLABS AND JOISTS:

#7 BARS AND SMALLER..........................................1"

#8 BARS AND LARGER............................................1 1/2"

#8 BARS AND LARGER............................................1 1/2"

#7 BARS AND SMALLER..........................................1"

PRINCIPAL REINFORCEMENT................................2 1/2"

PRINCIPAL REINFORCEMENT................................2"

STIRRUPS, SPIRALS, AND TIES..............................1 1/2"

SEE DIVISION 03 SPECIFICATION FOR REQUIREMENTS FOR CONCRETE CONSTRUCTION.

WALL REINFORCEMENT AT CORNERS OR JUNCTIONS OF WALLS SHALL BE CONTINUOUS,

OR LOCATED OVER FLUIDS..........................................2"

IN CONTACT WITH SOIL OR FLUIDS, OR IN BEAMS LOCATED

OVER FLUIDS:

OR IN CONTACT WITH SOIL OR FLUIDS.......................2"

SLAB, BEAM AND COLUMN REINFORCING BARS SHALL HAVE A MINIMUM EXTENSION OR

ANCHORAGE INTO SUPPORTS IN ACCORDANCE WITH ACI 318 AND ACI 350.

DISPLACEMENT AS REQUIRED.

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, CONCRETE COVER OVER #11 AND

SMALLER REINFORCING BARS SHALL BE AS FOLLOWS:

FORMED CONCRETE SURFACES AND UNFORMED TOP SURFACES FOR DRY CONDITIONS

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, MINIMUM REINFORCEMENT OF

CONCRETE WALLS OR SLABS SHALL BE AS FOLLOWS. CONTACT ENGINEER FOR

LOCATIONS INSIDE CONCRETE.

MORE THAN 10" THICK: ..........................................#5 @ 12" EACH WAY, EACH FACE.

PROVIDE STIRRUP SUPPORT BARS SHALL BE TO SECURE TOP BARS AGAINST

10" THICK OR LESS: ................................................#5 @ 12" EACH WAY.

4. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, DOWELS BETWEEN ADJACENT CONCRETE

PLACEMENTS SHALL BE THE SAME SIZE AND SPACING AS THE REINFORCEMENT WHICH IS

SPLICED TO THE DOWELS.

LAP SPLICED, OR TERMINATED IN AN ACI STANDARD 90 DEGREE HOOK. SEE DETAIL SC310/TYP.

SC001 REINFORCED CONCRETE - NOTES

TYP

SHEET 2 OF 3 12/18/2023

SPLICE SHALL BE IN CONTACT WITH EACH OTHER.

WHEN MULTIPLE BARS ARE SPLICED AT THE SAME SECTION, THE "CLEAR

D.

C.

B.

FORMED VERTICAL CONCRETE SURFACES.............................2"

11. LAP SPLICES:

D. FOOTINGS AND SLABS ON GRADE:

OR CONCRETE WORK MATS.......................................................3"

AT UNFORMED CONCRETE SURFACES CAST AGAINST SOIL, ROCK,

TOP SURFACE OF FOOTINGS AND SLABS................................SAME AS SLABS

8. WATERSTOPS:

A SLAB WITHOUT WATERSTOPS, CONTINUE WATERSTOP TO WALL/SLAB JOINT. WHERE

B. END WATERSTOPS 3" BELOW TOP OF WALLS. WHERE TOP OF WALL IS COVERED BY

TOP OF WALL IS COVERED BY A SLAB WITH WATERSTOPS, MAKE WATERSTOPS

ADEQUATE SYSTEMS TO PROVIDE WATER CURING WHERE REQUIRED.

10. DO NOT PLACE BACKFILL AGAINST WALLS UNTIL:

HAS REACHED THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c).

BAR SPACING" IS DEFINED AS THE MINIMUM CLEAR DISTANCE BETWEEN THE BARS

OUTSIDE THE SPLICE LENGTH MINUS ONE BAR DIAMETER.

"TOP BARS" ARE HORIZONTAL REINFORCEMENT AT LOCATIONS WHERE MORE

9. CURE CONCRETE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. WHERE WATER

CURING IS SPECIFIED, MEMBRANE CURING IS NOT ALLOWED.

A. THE CONTRACTOR IS WARNED THAT WATER CURING IS DIFFICULT AT TIMES DUE TO

WIND AND DRY CONDITIONS. STUDY SPECIFICATION REQUIREMENTS AND FURNISH

B. KEEP WATER CURED SURFACES VISIBLY MOIST AT ALL TIMES. FLOOD TOPS OF WALLS

NOT LESS THEN 3 TIMES DAILY.

ELEMENTS HAS REACHED THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c).

B. CONNECTING SLABS AND BEAMS HAVE BEEN CAST AND CONCRETE IN THOSE

12. FORM EXPOSED CONCRETE CORNERS AND EDGES WITH 3/4" CHAMFER UNLESS

A. PROVIDE WATERSTOPS AT JOINTS IN SLABS AND WALLS OF LIQUID-CONTAINING

CONTINUOUS, SPLICING WATERSTOPS IN WALLS WITH WATERSTOPS IN SLAB.

A. WALLS HAVE BEEN CAST TO FULL HEIGHT OF STRUCTURE AND CONCRETE

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, BARS AT A LAP

THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

OTHERWISE INDICATED ON THE DRAWINGS.

STRUCTURES, AND PORTIONS OF STRUCTURES BELOW THE DESIGN GROUNDWATER

LEVEL. MAKE WATERSTOPS CONTINUOUS THROUGH STRUCTURE, SPLICING

A.

WATERSTOPS IN SLABS WITH WATERSTOPS IN WALLS.

SEE TABLE 1 OF THIS DETAIL FOR LAP SPLICE LENGTHS.

SC001 REINFORCED CONCRETE - NOTES

TYP

SHEET 3 OF 3 12/18/2023

MORE THAN 2#4

MORE THAN 2

#11

MORE THAN 2

MORE THAN 2

#10

#9

MORE THAN 2

MORE THAN 2

#8

#7

MORE THAN 2

MORE THAN 4

#6

#5

MORE THAN 1

MORE THAN 2

MORE THAN 1

MORE THAN 2

MORE THAN 1

MORE THAN 2

MORE THAN 1

MORE THAN 2

MORE THAN 1

MORE THAN 2

MORE THAN 1

MORE THAN 1

MORE THAN 1

MORE THAN 4

MORE THAN 4

MORE THAN 4

MORE THAN 4

MORE THAN 4

MORE THAN 4

MORE THAN 2

MORE THAN 4 5469MORE THAN 2

MORE THAN 2

MORE THAN 2

* *88114

104*

*32

BAR

SIZE

LAP SPLICE LENGTH (INCHES)

TOP BARS OTHER BARS

MINIMUM CLEAR

BAR SPACING

(BAR DIA)

MINIMUM

COVER

(BAR DIA)

TABLE 1: REINFORCING BAR LAP SPLICES: f'c = 4000 PSI, Fy = 60,000 PSI

REINFORCING BAR LAP SPLICE TABLE NOTES:

1. TABULATED SPLICE LENGTHS ARE APPLICABLE ONLY WHEN BOTH REQUIREMENTS FOR

MINIMUM COVER AND FOR MINIMUM CLEAR BAR SPACING ARE SATISFIED.

2. = IF THE CLEAR BAR SPACING IS LESS THAN OR EQUAL TO TWO BAR DIAMETERS, OR THE

COVER IS LESS THAN OR EQUAL TO ONE BAR DIAMETER, THE LAP SPLICE LENGTH SHALL BE

INCREASED BY 50 PERCENT.

SC012 CONCRETE - REINFORCEMENT - ADDITIONAL

REINF AT OPENINGS - SLABS AND WALLSTYP

N 12/18/2023

"S" (TYP)

"S"/2 (TYP)

IN

TE

R R

U

PT

ED

(T

YP

(TYP)

"X"/2 (TYP)

"X" (TYP)

ADD BARS ON EACH

SIDE OF OPENING (TYP)

BARS AS INDICATED

ON THE DRAWINGS

BA

R

S (T

YP

INTERRUPTED

BARS (TYP)

C

IR

C U

LA

R

O

PE

N

IN

G R

EC

TA

N G

U

LA

R O

PE

N

IN

G

NOTES:

NOTE 6

(TYP)

NOTE 6

(TYP)

ADD 4 - #5 x 5'-0" DIAGONAL CORNER BARS.

PROVIDE 1 SET OF DIAGONAL BARS FOR WALLS

AND SLABS 12" THICK OR LESS. PROVIDE 1 SET

EACH FACE FOR WALLS AND SLABS GREATER

THAN 12" THICK.

1. AREA OF ADD BARS AT EACH EDGE OF OPENING IN EACH DIRECTION SHALL BE EQUAL TO OR

GREATER THAN 1/2 THE CROSS SECTIONAL AREA OF THE INTERRUPTED BARS.

2. PROVIDE STANDARD ACI HOOKS ON BARS IF STRAIGHT EXTENSION PAST THE OPENING, CANNOT

BE ACHIEVED.

3. PLACE ADD BARS IN SAME PLANES AS INTERRUPTED REINFORCING.

4. PLACE #5 DIAGONAL BARS ON INSIDE OF INTERRUPTED REINFORCING.

5. DIMENSION EQUALS OPENING DIMENSION MEASURED PERPENDICULAR TO ADD BARS PLUS LAP

SPLICE LENGTH.

6. 2" CLEAR TO CONCRETE OPENINGS OR OUTSIDE FACE OF PIPES AND PIPE SLEEVES. DO NOT

OVERCUT REINFORCEMENT FOR EASIER PLACEMENT OF WEEP RINGS AND FLANGES.

7. ADD BARS ARE NOT REQUIRED AT SIDES OF OPENINGS PARALLEL TO AND WITHIN 6" OF A WALL

OR BEAM.

SC040 CONCRETE REINFORCEMENT - ADHESIVE-BONDED

BARS AND ALL-THREAD RODSTYP

N 03/17/2025

REINFORCING BARS

ALL-THREAD RODS

EX

IS

TI

N

G C

O N

C R

ET

E

EXISTING CONCRETENEW CONCRETE

NOTE:

1. INSTALLATION OF REINFORCING BARS AND ALL THREAD RODS AS INDICATED IN THE

SPECIFICATIONS.

ADHESIVE (EPOXY UNO)

ADHESIVE (EPOXY UNO)

LAP SPLICE, UNLESS

OTHERWISE INDICATED

ON THE DRAWINGS

SEE DRAWINGS FOR

EMBEDMENT LENGTH

SEE DRAWINGS FOR

REINFORCING BAR

SIZE AND SPACING

ROUGHEN CONCRETE TO 1/4"

AMPLITUDE AND COAT WITH

EPOXY RESIN/PORTLAND

CEMENT BONDING AGENT

SEE DRAWINGS FOR ALL

THREAD ROD SIZE AND SPACING

SEE DRAWINGS FOR

EMBEDMENT LENGTH

SC310 CONCRETE - REINFORCEMENT - WALL CORNERS

AND INTERSECTIONSTYP

SHEET 1 OF 2 12/18/2023

ALTERNATE

DIRECTION

OF HOOKS

0"

0"

0" LA

P

SP

LI

C E

LA

P

SP

LI

C E

A

0"

STD 90°

HOOK

DETAIL - CORNER:

DOUBLE MAT

CHAMFER

CHAMFER

B

DETAIL - CORNER:

SINGLE MAT

0" 0"

NOTE 2

STD 90° HOOK

2" C

LR

C

- DOUBLE MAT

D

- SINGLE MAT

DETAIL - INTERSECTION: DETAIL - INTERSECTION:

NOTE 2

STD 90°

HOOK

NOTE 2

NOTE 4

NOTE 4

NOTE 2

NOTES:

1. BAR SIZE, SPACING, AND ORIENTATION OF BAR LAYERS SHALL BE AS INDICATED ON THE

DRAWINGS.

2. AT INTERSECTION, MAKE BAR SIZE THE LARGER OF BAR SIZES IN CONNECTING WALLS. PLACE

BARS IN SAME LAYERS AS AT CONNECTING WALLS (TYP).

3. BAR TAILS: 12 BAR DIAMETERS PLUS 12".

4. EXTERIOR VERTICAL BARS SHALL BE PROVIDED AT A SPACING THAT DOES NOT EXCEED THE

SPACING SPECIFIED ON THE DRAWINGS REGARDLESS OF THE WALL THICKNESS.

SC066 ANCHOR BOLT - SLEEVE FULL HEIGHT

TYP

N 12/18/2023

1 1/2" NON-SHRINK GROUT

SST LOCK NUT

1/8

DETAIL

1/4" 1/4"

"D" x

"D " M

IN

3"

M

IN

C O

VE

R

A

SST AB WITH 2 TO 4 THREADS EXPOSED.

SEE NOTE 3.

1/8" MIN WALL THICKNESS

SST PIPE SLEEVE.

ID = BOLT DIA + 2" MIN.

FILL SLEEVE WITH POLYURETHANE FOAM.

SEE NOTE 4.

A

SST PL 1/2" x SLEEVE DIA + 2"

SQ FOR BOLTS 1 1/8" DIA AND

SMALLER. PL 3/4" x SLEEVE DIA

+ 2" FOR BOLTS LARGER THAN

1 1/8" DIA.

EQUIPMENT BASE, BASE PLATE,

SOLE PLATE, OR SKID

SYNTHETIC RUBBER SEALING

COMPOUND BEAD CONTINUOUS

ALL AROUND EQUIPMENT BASE,

BASE PLATE, SOLE PLATE, OR SKID

NOTES:

1. "D" = DIAMETER OF ANCHOR BOLT.

2. ANCHOR BOLT DIAMETER AS INDICATED ON THE DRAWINGS. IF NOT INDICATED ON THE

DRAWINGS, THE ANCHOR BOLT SIZE SHALL BE AS RECOMMENDED BY THE EQUIPMENT

MANUFACTURER.

3. DO NOT USE ALL THREAD RODS AS A SUBSTITUTE FOR BOLTS WITH A BOLT HEAD.

4. COMPLETELY REMOVE ANY POLYURETHANE FOAM FROM CONCRETE, EQUIPMENT BASE,

BASE PLATE, SOLE PLATE, OR SKID, AND ANCHOR BOLTS ABOVE TOP OF CONCRETE.

5. DO NOT USE LEVELING NUTS TO SUPPORT AND LEVEL EQUIPMENT BASE, BASE PLATE, SOLE

PLATE, OR SKID.

SC064 ANCHOR BOLT - SLEEVE PLUS EMBED

TYP

N 03/27/2024

SE

E

N O

TE

1/8

SST LOCK NUT

1 1/2" NON-SHRINK GROUT

1/4" SST PLATE

DETAIL

x

"D

1/4" 1/4" x

"D " M

IN

SST AB WITH 2 TO 4 THREADS EXPOSED"D"

FILL SLEEVE WITH POLYURETHANE FOAM.

SEE NOTE 6.

A

A

1/8" MIN WALL THICKNESS

SST PIPE SLEEVE.

ID = BOLT DIA + 2" MIN.

EQUIPMENT BASE, BASE PLATE,

SOLE PLATE OR SKID

SYNTHETIC RUBBER SEALING

COMPOUND BEAD CONTINUOUS

ALL AROUND EQUIPMENT BASE,

BASE PLATE, SOLE PLATE, OR SKID

NOTES:

1. "D" = DIAMETER OF ANCHOR BOLT.

2. ANCHOR BOLT DIAMETER AS INDICATED ON THE DRAWINGS. IF NOT INDICATED ON THE

DRAWINGS, THE ANCHOR BOLT SIZE SHALL BE AS RECOMMENDED BY THE EQUIPMENT

MANUFACTURER.

3. WHERE CONCRETE SLAB OR BEAM THICKNESS WILL NOT ACCOMMODATE THE ANCHOR BOLT,

PROVIDE EXTRA THICKNESS OF SLAB OR BEAM.

4. DO NOT USE ALL THREAD RODS AS A SUBSTITUTE FOR BOLTS WITH A BOLT HEAD. SMOOTH

RODS THREADED AT THE ENDS MAY BE USED IF ACCEPTABLE TO THE ENGINEER. DO NOT

WELD NUTS TO THE THREADED RODS.

5. COMPLETELY REMOVE ANY POLYURETHANE FOAM FROM CONCRETE, EQUIPMENT BASE, BASE

PLATE, SOLE PLATE, OR SKID, AND ANCHOR BOLTS ABOVE TOP OF CONCRETE.

6. DO NOT USE LEVELING NUTS TO SUPPORT AND LEVEL EQUIPMENT BASE, BASE PLATE, SOLE

PLATE, OR SKID.

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

CE

CE

CHK

STRUCTURAL

TYPICAL DETAILS 1

204071_00TS01.dwg hv o

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

301 NORTH CATTLEMEN ROAD, SUITE 302

SARASOTA, FL. 343232

PHONE: (941) 371-9832 FAX: (941) 371-9873

SEALED BY VANESSA

NEGRON-VIEIRA ON THE

DATE ADJACENT TO THE

SEAL.

THE SIGNATURE MUST BE

VERIFIED ON ANY

ELECTRONIC COPIES.

00TS01

SC310 CONCRETE - REINFORCEMENT - WALL CORNERS

AND INTERSECTIONSTYP

SHEET 2 OF 2 12/18/2023

0"

G

DETAIL - INTERSECTION:

LAP SPLICE

STD 90° HOOK

CHANGE IN WALL THICKNESS

E

DETAIL - INTERSECTION:

DOUBLE MAT

F

DETAIL - INTERSECTION:

SINGLE MAT

NOTE 3

NOTE 30"

0"

LA

P

SP

LI

C E

1 BAR DIA CLR

2" C

LR

0"

NOTE 3

LA

P

SP

LI

C E

NOTE 2

STD 90° HOOK

0"

BAR AT BEND

SEE NOTE 2

LAP

SPLICE

LENGTH

BAR AT BEND

SEE NOTE 2

NOTE 4

SD130 CONCRETE JOINTS - CONSTRUCTION JOINT -

WALLS - STARTER WALL AT PVC WATERSTOPTYP

N SHEET 2 OF 2 12/18/2023

1. "S" EQUALS TYPICAL BAR SPACING INDICATED ON THE DRAWINGS.

2. PLACE AND ALIGN BARS BEFORE PLACING DOWELS. BAR SIZE TO MATCH SLAB BARS.

3. WATER-BLAST JOINT FACE AND PROJECTING REINFORCEMENT BEFORE PLACING CONCRETE.

4.

5.

6.

7.

8. 6" PVC WATERSTOP CENTERED VERTICALLY ON JOINT. PROVIDE WIRE TIES MAX 2'-0" OC.

HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS. THOROUGHLY CLEAN WATERSTOP

BEFORE PLACING CONCRETE.

NOTES:

10.

9. STANDARD 90° HOOK UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

DOWELS: SAME SIZE AND SPACING AS VERTICAL WALL BARS, UNLESS OTHERWISE NOTED.

PLACE NEAT CEMENT GROUT OVER JOINT FACE IMMEDIATELY BEFORE PLACING

CONCRETE. (SEE SPECIFICATIONS.)

STANDARD 90° HOOK WHERE INDICATED ON THE DRAWINGS. (ALTERNATE: PROVIDE 180°

HOOK WHERE REQUIRED BY SLAB THICKNESS.)

WHERE DRAWINGS INDICATE "W/ STRIP WSTP" PROVIDE LOW EXPANSION HYDROPHILIC

WATERSTOP AT TOP SURFACE OF JOINT AND CENTERED BETWEEN VERTICAL BARS.

CONSTRUCTION JOINT WHERE INDICATED ON THE DRAWINGS. WHERE WALL SURFACE IS

EXPOSED TO VIEW IN THE FINISHED WORK, PROVIDE V-GROOVE PER DETAIL SD050/TYP.

SD130 CONCRETE JOINTS - CONSTRUCTION JOINT -

WALLS - STARTER WALL AT PVC WATERSTOPTYP

N SHEET 1 OF 2 12/18/2023

2" C

LR

A

B

NOTE 7

NOTES 3 & 4

LA

P

SP

LI

C E

(T

YP

NOTE 5

NOTE 7

NOTES 3 & 4

NOTE 6

SECTION

NOTE 5

NOTES 3 & 4

NOTE 7

NOTE 8

NOTES 3 & 4

NOTE 7

NOTE 6

NOTE 8

2" C

LR

BA

R

S

AT

"S

4" 4"

(T

YP

) BA

R

S

AT

"S

4"

4"LA

P

SP

LI

C

E

0" (TYP AT LAPS)

LA

P

SP

LI

C E

(T

YP

) BA

R

S

AT

"S

4" 4"

0" (TYP AT LAPS)

(T

YP

BA

R

S

AT

"S

4"

4"LA

P

SP

LI

C

E

SECTION - "W/ WSTP"

NOTE 2 NOTE 2

NOTE 9NOTE 9

3"

NOTE 10

WALL AND SLAB REINF

SIZE AND SPACING AS

INDICATED ON THE

DRAWINGS

NOTE 10

SEE DETAIL SD150/TYP

FOR SLABS AT TOP OF

WALLS AND AT

INTERMEDIATE

ELEVATIONS ALONG

WALL HEIGHT

SD102 CONCRETE JOINTS - CONSTRUCTION JOINT -

WALL OR SLABTYP

SHEET 2 OF 2 12/18/2023

LAP SPLICE

LAP SPLICE (TYP)

NOTES:

1.

2.

3.

4.

WATER BEARING SLAB OR WALL

WATER BEARING SLAB LESS THAN 12" THICK

1 1/2 1 1/2

CL CONSTRUCTION JOINT

NOTE 2

NOTE 3

NOTE 4

(T

YP

0"

MIN 9"

EQ

EQ

" U

N O

NOTE 4 NOTE 3

CL CONSTRUCTION JOINT

0" (T

YP

CONTINUE REINF

THROUGH JOINT

"T "/2

"T

JOINT EDGES:

A. FOR WALLS AND BOTTOM OF EXPOSED SLABS: FORM EDGES WITH 1/2" CHAMFER.

B. FOR SLABS: EDGE TOP AND ENDS WITH 1/4" RADIUS.

"S" EQUALS TYPICAL BAR SPACING INDICATED ON THE DRAWINGS.

"T" EQUALS SLAB OR WALL THICKNESS.

MIN 9"

NOTE 2

CONTINUE REINF THROUGH JOINT

5. STOP REINFORCING 2" CLEAR OF JOINT.

WATER-BLAST EXPOSED JOINT FACE AND PROJECTING REINFORCEMENT BEFORE

PLACING CONCRETE.

NOTE 5

NOTE 5

6" WATERSTOP CENTERED ON JOINT - SEE DETAIL SD004/TYP. PROVIDE WIRE TIES MAX 2'-0" OC.

HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS. THOROUGHLY CLEAN WATERSTOP BEFORE

PLACING CONCRETE IN SECOND POUR.

SD102 CONCRETE JOINTS - CONSTRUCTION JOINT -

WALL OR SLABTYP

SHEET 1 OF 2 12/18/2023

NON-WATER BEARING WALL OR SLAB

SINGLE LAYER REINFORCEMENT

NON-WATER BEARING WALL OR SLAB

DOUBLE LAYER REINFORCEMENT

CL CONSTRUCTION JOINT

CL CONSTRUCTION JOINT

BARS @ "S" 2 1/2" 2 1/2" BARS @ "S"

BARS @ "S" 2 1/2" 2 1/2" BARS @ "S"

CONTINUE REINF

THROUGH JOINT

TYP SPACING OF

REINF WHERE "S" > 8"_

TYP SPACING OF

REINF WHERE "S" < 8"

NOTE 2

0" (T

YP

CONTINUE REINF

THROUGH JOINT

LAP SPLICE

NOTE 2 NOTE 3

0" (T

YP

LAP SPLICE NOTE 3

NOTE 2

TYP FOR ALL

FIGURES

THIS

DETAIL

4" 4"

NOTE 5

NOTE 5

SD050 CONCRETE JOINTS - V-GROOVE

TYP

N 12/18/2023

JOINT

3/ 4"

3/ 4"

3/4"

SD008 CONCRETE JOINTS - PVC WATERSTOPS -

PREFABRICATED JOINTSTYP

10/17/2025

BOND BOND

BOND

BOND

VERTICAL CROSS

EXPANSION JOINT.

EXPANSION JOINT

NOTES:

1. MAKE WELDS AS SPECIFIED AND IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

2. CROSSES AND TEES SHALL BE FACTORY PREFABRICATED BY THE

MANUFACTURER. FIELD WELDS SHALL BE BUTT WELDS ONLY.

CROSS TEE

IN-PLANE JOINTS

CROSS

TEE WALL TO FOOTING AT EXPANSION JOINT

OUT-OF-PLANE JOINTS

VERTICAL / WALL

HORIZONTAL / SLAB

WALL TO FOOTING /

SLAB CONSTRUCTION

JOINT

SD004 CONCRETE JOINTS - PVC WATERSTOPS - SCHEDULE

TYP

12/18/2023

3/8"

3/8"

3/8"1"

3/8" -

1/4"

"D""C""B"TYPE

"E" = NUMBER OF

"F""E"

RIBS PER SIDE

3/8"3/8" 7 9/32"7/8"

7 1/4"2" 3/8" 3/8"

"A"

"B"

"D"

"C"

"F"

9"

"A"

6"

9"

6"

APPLICATION

(MINIMUM)

CONSTRUCTION AND

FOR USE WITH

EXPANSION JOINTS

1" AND NARROWER

EXPANSION JOINTS

TENSION/COMPRESSION

NOTES:

1. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

2. DIMENSIONS ARE MINIMUM, UNLESS OTHERWISE NOTED.

CONTROL JOINTS

WIDER THAN 1" AND

RING BEAM AT DIGESTERS

DETAIL EM071/TYP ONLY

W/O CENTER BULB

CENTER BULB

CENTER BULB

CENTER BULB

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

CE

CE

CHK

STRUCTURAL

TYPICAL DETAILS 2

204071_00TS02.dwg hv o

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

301 NORTH CATTLEMEN ROAD, SUITE 302

SARASOTA, FL. 343232

PHONE: (941) 371-9832 FAX: (941) 371-9873

SEALED BY VANESSA

NEGRON-VIEIRA ON THE

DATE ADJACENT TO THE

SEAL.

THE SIGNATURE MUST BE

VERIFIED ON ANY

00TS02

SD602 CONCRETE - EQUIPMENT - PROCESS -

SLIDE GATE W/ FACE MOUNTED FRAMETYP

S 12/18/2023SHEET 2 OF 2

D

M

IN

AD

D

L R

EI

N

F

AT

O

PN

G

VERT REINF

AT OPNG

WALL

2"CLR

2" C

LR

1/

2"

1/ 2"

GATE FRAME

WALL GASKET

SIDE SEAL

(TYP)

GATE SLIDE

BA

C

K

ED

G E

O F

VE

R

T R

EI

N

F:

1/ 2"

M

AX

GATE ANCHORS.

NOTE 1 & 2.

TYP HORIZ

WALL REINF

PLAN: SIDE - WALL MOUNTED

M

IN

SC

2/

TY

P U

N O

NOTES:

1. CAST-IN ANCHOR BOLTS OR POST-INSTALLED MECHANICAL CONCRETE ANCHORS.

CONFIRM SIZE AND MINIMUM EFFECTIVE EMBEDMENT OF ANCHORS AFTER APPROVAL

OF PROPOSED GATES, AND BEFORE CONSTRUCTION OF CONCRETE WALLS.

2. IF UNSEATING HEAD CONDITIONS REQUIRE SUPPLEMENTARY CONCRETE REINFORCEMENT

FOR ANCHORS AT VERTICAL EDGES OF GATE OPENING, ADVISE ENGINEER BEFORE

SUBMITTAL OF WALL REINFORCEMENT SHOP DRAWINGS. INDICATE REQUIRED

SUPPLEMENTARY REINFORCEMENT SIZE AND SPACING.

3. REINFORCEMENT LOCATION AT ANCHORS: 3 1/2 INCHES MAX (TO PROVIDE 1 INCH BETWEEN

OUTSIDE DIAMETER OF BAR AND CENTERLINE OF ANCHOR).

4. POST-INSTALLED ANCHORS: DRILLING FOR INSTALLATION OF POST-INSTALLED

ANCHORS MUST NOT DAMAGE WALL REINFORCEMENT.

WHERE POST-INSTALLED ANCHORS ARE REQUIRED OR PROPOSE, SUBMIT

PROPOSED METHODS TO CONFIRM THAT LOCATIONS OF REINFORCEMENT

WILL NOT CONFLICT WITH DRILLING LOCATIONS BEFORE PLACING

REINFORCEMENT AND CONCRETE.

SD602 CONCRETE - EQUIPMENT - PROCESS -

SLIDE GATE W/ FACE MOUNTED FRAMETYP

S 12/18/2023SHEET 1 OF 2

1.5 x "T" BLOCKOUT 1.5 x "T"

"T

1/

2"

H

1.5

"T

A

- BOTTOM - FLUSH INVERT

B

M

IN

M

IN

C

2" C

LR

WALL

WALL VERT

REINF

TOP SEAL

TOP OF

GATE

OPNG

BOTTOM - WALL MOUNTED

SECTION: SECTION:

TOP - WALL MOUNTED

WALL

GASKET

BOTTOM

SEAL

WALL

GASKET

GATE

FRAME

WALL

GASKET

GATE SLIDE

BOTTOM

SEAL

NON-SHRINK

CEMENT

GROUT

WALL AS REQ'D FOR ANCHOR

INSTALLATION

(6" MIN/12" MAX)

SL

AB

"T

GROUTED

(TYP)

SECTION:

WALL GATE SLIDE

1/

2" M

AX

SL

AB

SEE DWGS FOR

JOINT DETAILS

GATE ANCHORS.

NOTE 1.

GATE ANCHORS.

NOTE 1.

1/

2"

1/ 2"

M

IN

GATE ANCHORS.

NOTE 1.

M

IN

1/

2"

1/ 2"

M

IN

GATE SLIDE

N O

TE

N O

TE

SD174 CONCRETE JOINTS - CONSTRUCTION JOINT -

BEAM POCKET AT CONCRETE WALLTYP

12/18/2023

"T"

(12" MIN)

A SECTION

T/2

CONC SLAB

BEAM POCKET DEPTH

(WIDTH = BEAM WIDTH)

NOTES:

1. COAT BACK, SIDES & BOTTOM OF BEAM POCKET WITH BOND BREAKER BEFORE PLACING SLAB AND

BEAM.

CONTINUE HORIZONTAL

WALL REINFORCEMENT

THROUGH POCKET

UNO

WALL

REINFORCEMENT

PER DETAIL SD150/TYP

CONSTRUCTION JOINT

SEE DRAWINGS

FOR DETAILS

CONCRETE WALL

BEAM DROP

BEAM

REINFORCEMENT.

SEE DRAWINGS.

NOTE 1

SD150 CONCRETE JOINTS - CONSTRUCTION JOINT -

WALLS AT ELEVATED SLABSTYP

N SHEET 3 OF 3 12/18/2023

1. "S" EQUALS TYPICAL BAR SPACING INDICATED ON THE DRAWINGS.

2.

3. WATER-BLAST JOINT FACE AND PROJECTING REINFORCEMENT BEFORE PLACING CONCRETE.

4.

5.

6.

8. 6" PVC WATERSTOP CENTERED VERTICALLY ON JOINT. PROVIDE WIRE TIES MAX 2'-0" OC.

HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS. THOROUGHLY CLEAN WATERSTOP

BEFORE PLACING CONCRETE.

9.

AT INTERSECTION, MAKE BAR SIZE THE LARGER OF BAR SIZES IN ADJACENT SLAB OR

WALL. PLACE BARS AT SAME LAYERS AS IN ADJACENT SLAB OR WALL.

NOTES:

PLACE NEAT CEMENT GROUT OVER JOINT FACE IMMEDIATELY BEFORE PLACING CONCRETE.

(SEE SPECIFICATIONS)

1 BAR DIAMETER CLEAR.

STANDARD 90° HOOK UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

WHERE DRAWINGS INDICATE "W/ STRIP WSTP" PROVIDE LOW EXPANSION HYDROPHILIC

WATERSTOP AT TOP SURFACE OF JOINT AND CENTERED BETWEEN VERTICAL BARS.

CONSTRUCTION JOINT WHERE INDICATED ON THE DRAWINGS. WHERE WALL SURFACE IS

EXPOSED TO VIEW IN THE FINISHED WORK, PROVIDE V-GROOVE PER DETAIL SD050/TYP.

10.

7.

STANDARD 180° HOOK WHERE INDICATED ON THE DRAWINGS.11.

STANDARD 180° HOOK (ALTERNATE: 90° HOOK ROTATED OUT OF VERTICAL PLANE IF

APPROVED BY ENGINEER.)

SD150 CONCRETE JOINTS - CONSTRUCTION JOINT -

WALLS AT ELEVATED SLABSTYP

N SHEET 2 OF 3 12/18/2023

B

0"

NOTE 6

(T

YP

) BA

R

S

AT

"S

4" 4"

LA

P

SP

LI

C E

NOTE 6

NOTE 9

T.O. SLAB

NOTE 5

NOTES 3 & 4

LAP

SPLICE

NOTE 5

T.O. SLAB

NOTE 5

NOTES 3 & 4

SLAB AT 1 SIDE SLAB AT 2 SIDES

NOTES 3 & 4(T

YP

LA

P

SP

LI

C

E

BA

R

S

AT

"S

4" 4"

SECTION - "W/ WSTP"

NOTE 8

NOTE 8

NOTE 8

NOTES 3 & 4 NOTE 6

0" (T

YP

)NOTE 2

NOTE 9

NOTE 8

NOTE 8

NOTES 3 & 4

T.O. SLAB

(TYP)

NOTE 2

(TYP)

3"

NOTES 3 & 4

NOTE 2 (TYP)

3"3"

3"

3"

NOTE 2 (TYP)

NOTE 8

NOTE 11

WALL AND SLAB

REINF SIZE AND

SPACING AS

INDICATED ON THE

DRAWINGS

SEE DETAIL

SD130/TYP FOR

SLABS AT BOTTOM

OF WALL

SD150 CONCRETE JOINTS - CONSTRUCTION JOINT -

WALLS AT ELEVATED SLABSTYP

N SHEET 1 OF 3 12/18/2023

NOTE 5

0"

NOTE 6

4" MAX

0" (T

YP

A

SECTION

(T

YP

) BA

R

S

AT

"S

4" 4"

LA

P

SP

LI

C E

NOTE 6

NOTE 9

T.O. SLAB

NOTES 3 & 4

NOTE 2 NOTE 2

NOTE 9

LAP

SPLICE

NOTE 5 T.O. SLAB

NOTES 3 & 4

NOTE 5

NOTES 3 & 4

SLAB AT 1 SIDE SLAB AT 2 SIDES

NOTES 3 & 4

NOTES 3 & 4

(T

YP

LA

P

SP

LI

C

E

BA

R

S

AT

"S

4" 4"

NOTES 3 & 4 NOTE 6

T.O. SLAB

NOTE 10

NOTE 10

NOTE 10

NOTE 10

NOTE 7

NOTE 10

(TYP)(TYP)

NOTE 2 (TYP)

NOTE 2 (TYP)

NOTE 11

WALL AND SLAB

REINF SIZE AND

SPACING AS

INDICATED ON THE

DRAWINGS

SEE DETAIL

SD130/TYP FOR

SLABS AT BOTTOM

OF WALL

SD546 CONCRETE - EQUIPMENT GROUTING

TYP

N 12/18/2023

JACK SCREW

(TYP)

HEAD BOX ON ONE

SIDE OF FORMS

EQUIPMENT

SEE NOTE 5

"T

GROUT

FORMS

CONCRETE

EQUIPMENT

FOUNDATION

POUR GROUT

HERE

NON-SHRINK GROUT.

SEE NOTE 6.

CIRCULAR STEEL WASHER.

EPOXY BOND TO CONCRETE.

SEE NOTE 7

EQUIPMENT BASE,

BASEPLATE,

SOLEPLATE,

OR SKID

SEE NOTE 4

"T"

(TYP)

EQUIPMENT ANCHORS

AS INDICATED ON DRAWINGS

NOTES:

1. "T" = EQUALS GROUT THICKNESS INDICATED ON THE DRAWING. 1" MINIMUM GROUT

THICKNESS.

2. FILL ANCHOR SLEEVES WITH POLYURETHANE FOAM BEFORE GROUTING.

3. DO NOT USE LEVELING NUTS ON EQUIPMENT ANCHORS.

4. PREPARE SURFACE OF EQUIPMENT BASES, BASE PLATES, SOLE PLATES, AND SKIDS IN

CONTACT WITH GROUT AS SPECIFIED IN SECTION 15050 (46_05_10).

5. PREPARE SURFACES OF CONCRETE FOUNDATION IN CONTACT WITH GROUT AS

SPECIFIED IN SECTION 15050 (46_05_10).

6. PLACE NON-SHRINK GROUT AS SPECIFIED IN SECTION 15050 (46_05_10).

7. AFTER GROUT SETS, TRIM GROUT TO 45 DEGREE CHAMFER.

SD512 CONCRETE - EQUIPMENT BASE -

DEEP ANCHORSTYP

N 12/18/2023

1:1 SLOPE (TYP)

LAP SPLICE

CL ANCHOR BOLT

3" CLR FOR SLABS ON GRADE.

2" CLR FOR ALL OTHER SLABS.

H

EI

G H

T

SEE NOTE 2

4" MIN ALL

AROUND

"D"

TYP

SC064

2" CLR (TYP 4 SIDES)

#5 @ 12" H1E (TYP 4 SIDES)

3/4" CHAMFER 2"

C

LR

ROUGHEN CONCRETE TO

1/4" AMPLITUDE AND

COAT WITH EPOXY RESIN/

PORTLAND CEMENT

BONDING AGENT

N O

TE

(OPT)

EQUIPMENT BASE, BASE

PLATE, SOLE PLATE, OR

SKID

#5 @ 12" (TYP 4 SIDES)

NOTE 6

ANCHOR BOLTS

NOTE 5

NOTES:

1. "D" = DIAMETER OF ANCHOR BOLT.

2. THE EDGE DISTANCE ON THE ANCHOR BOLTS SHALL NOT BE LESS THAN 6" OR 8 x "D".

3. PAD DIMENSIONS AND ANCHOR BOLT SIZE SHALL CONFORM TO EQUIPMENT MANUFACTURER'S

REQUIREMENTS.

4. HEIGHT TO SUIT EQUIPMENT FURNISHED OR AS INDICATED ON THE DRAWINGS.

5. WHERE CONCRETE SLAB OR BEAM THICKNESS WILL NOT ACCOMMODATE THE ANCHOR BOLT,

PROVIDE EXTRA THICKNESS FOR SLAB OR BEAM.

6. PROVIDE HOOPS OR CORNERS PER DETAIL SC310/TYP.

1 1/2" NON-SHRINK

GROUT. SEE

DETAIL SD546/TYP

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

CE

CE

CHK

STRUCTURAL

TYPICAL DETAILS 3

204071_00TS03.dwg hv o

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

301 NORTH CATTLEMEN ROAD, SUITE 302

SARASOTA, FL. 343232

PHONE: (941) 371-9832 FAX: (941) 371-9873

SEALED BY VANESSA

NEGRON-VIEIRA ON THE

DATE ADJACENT TO THE

SEAL.

THE SIGNATURE MUST BE

VERIFIED ON ANY

00TS03

SR226 STAIR - FLUSH TOP TREAD - ALUMINUM LANDING

N SHEET 1 OF 8 09/11/2024

TYP FLANGES

G

AND WEB

D

G

B

M

C

B

A PLAN - TOP LANDING

SEE DRAWINGS.

9"

DOWN

AL GRATING

AL CS10

T

TOP TREAD

FLUSH WITH

TOP OF

LANDING

TYP

SR605 GRATING SEAT

MIN = MATCH

STAIR WIDTH

CONC STRUCTURE

CONC STRUCTURE

12" MIN

1'-4"

MIN

H (TYP EA CS10 TO

WALL CONNECTION)

ST

AI

R W

ID

TH

SE

E D

R

AW

IN

G

S.

6"

AL CS10 x 6.14 (TYP 3 SIDES

AROUND LANDINGS)

(SIM - L BRACE

ON FAR SIDE

OF PLATE)

ELEVATION - TOP LANDING

AL L 3 x 3 x 3/8

BRACE (TYP BOTH

SIDES OF LANDING)

AL HANDRAIL

AL GUARDRAIL

AL GRATING

AL L 3 x 3 x 3/8 (UNDER TOP

FLANGES OF CS10)

AL GUARDRAIL

T.O. GRATING =

T.O. STRUCTURE

5/8" AL PL

AL L 3 x 3 x 3/8

(TYP)

BRACE (TYP BOTH

SIDES OF LANDING)

L

D

C

D

DETAIL

2"

2"

AL GRATING

SECTION - TOP LANDING

1"

(TYP)

CONC STRUCTURE

TYP

SR605

BED PLATE IN EPOXY

GEL FOR UNIFORM

BEARING

AL L 3 x 3

H

(TYP EA CS10

TO WALL CONN)

3"

NOTES:

1/2"

1. BEFORE DRILLING CONCRETE FOR ANCHORS, LAY OUT ALL ANCHOR PLATES AND HOLES.

FIELD LOCATE REINFORCEMENT WITHIN 6" OF EACH HOLE. ADJUST PLATE LOCATIONS

HORIZONTALLY TO AVOID MAXIMUM NUMBER OF BARS.

2. COAT ALUMINUM SURFACES IN CONTACT WITH CONCRETE, AND INSTALL ISOLATION SLEEVES

AND WASHERS AT DISSIMILAR METALS, AS SPECIFIED.

AL L3x3 BRACE

AL HANDRAIL (TYP

BOTH SIDES)

1/2"

AL GUARDRAIL

(4) 3/4"Ø SST CA

(2) 3/4"Ø SST BOLTS (TYP)

SR226 STAIR - FLUSH TOP TREAD - ALUMINUM LANDING

TYP

N SHEET 2 OF 8 09/11/2024

CONC WALL

(TYP)

AL CS10 x 6.14

CONC WALL

AL L 3 x 3 x 3/8

G

BRACE (TYP BOTH

SIDES OF LANDING)

D

Q

P

F -M

C

F

E

SECTION - INTERMEDIATE LANDING

PLAN - INTERMEDIATE LANDING

6"

AND WEB

TYP FLANGES

DOWN

UP

AL GRATING

AL CS10

TYP

SR605 GRATING SEAT

SIM

TOP TREAD

FLUSH WITH

TOP OF

LANDING

AL GUARDRAIL

U

N

T

9"

SEE DRAWINGS

MIN = MATCH

STAIR WIDTH

ST

AI

R W

ID

TH

SE

E

D R

AW

IN

G S

(TYP 3 SIDES AROUND

LANDING)

AL L 3 x 3 x 3/8

(UNDER TOP

FLANGES OF CS10S)

AL HANDRAIL

AL GUARDRAIL

SR226 STAIR - FLUSH TOP TREAD - ALUMINUM LANDING

TYP

N SHEET 3 OF 8 09/11/2024

4"5/8" AL PL

1/4 1/4

(4) 3/4"Ø SST CA

AL BAR 1/4" x

5/8" AL PL

HEIGHT OF GRATING

J

H

K 5J

G

DETAIL

DETAIL DETAIL

2"

5/8" AL PL

AL L 3 x 3

AL CS10

AL L 3 x 3

AL GRATING

AL CS10

AL GRATING

AL CS10

1/

2"

AL BAR (TYP 3

SIDES AROUND

LANDING)

x CONT (TYP 3 SIDES

AROUND LANDING)

1/

2"

1 1/2"

TO CS10

3"

G

1" 2"

2"

1/2"

TYP BAR

CJP:

1/

2"

BED WALL PLATE

IN EPOXY GEL FOR

UNIFORM BEARING

1"(TYP)

1/ 2"

(2) 3/4"Ø SST

BOLTS (TYP)

(2) 3/4"Ø SST

BOLTS (TYP)

(2) 3/4"Ø SST BOLTS

G

R

AT

IN

G

TH

IC

KN

ES

S

SR226 STAIR - FLUSH TOP TREAD - ALUMINUM LANDING

TYP

N SHEET 4 OF 8 09/11/2024

G

1/4

5/16 5/16

TYP FLANGES

AND WEB

TYP

L

K

M

SECTION

SECTION

DETAIL

1 1/2"1 1/2"

5/8" AL PL

5/16 5/16

1 1/2"1 1/2"

1 1/2"

1 1/2"

5/8" AL PL

AL CS10

AL CS10

8"

8"

1/

2"

4" T.O. CONC

8"

4"

1 1/2"

7"

3"

1/2"

1/2"

1/2"

AL CS10

SEE DRAWINGS.

CONNECTION PER

DETAIL V/8 (TYP)

STAIR STRINGER.

AL L 3 x 3 HORIZ BRACE

(SEE DETAIL D/2 FOR CA'S)

/2

/2

BOLTS

13/16"Ø HOLES

FOR 3/4"Ø

SST CA (TYP 4)

13/16"Ø HOLES

FOR 3/4"Ø

SST CA (TYP 4)

SR226 STAIR - FLUSH TOP TREAD - ALUMINUM LANDING

TYP

N SHEET 5 OF 8 09/11/2024

STRINGER

CUT ANGLE LEG

TO CLEAR STAIR

SLOTTED HOLE

N STAIR STRINGER TO PLATFORM CONNECTION

AL CS10

AL GRATING

AL CS10

AL GRATING

STAIR TREAD

AL STAIR

STRINGER

3/4"Ø SST BOLT. SEE DETAIL U/8

AL L 4 x 3 x 3/8" LLV

AL L 4 x 3 x 3/8" - VERT

SR226 STAIR - FLUSH TOP TREAD - ALUMINUM LANDING

TYP

N SHEET 6 OF 8 09/11/2024

1 1/2" 8" 1 1/2"

1/

2"

1/ 2"

7" 2"

2"

1/4 1/41/4

AL BAR 1/4" x

1/4 1/4

AL 3 x 3

TYP

HEIGHT OF GRATING

S

R

Q DETAIL

P

R

2"

2"

DETAIL

DETAIL

AL L 4 x 3 x 3/8

1"

(TYP)

AL CS10

AL CS10

AL L 3 x 3

5/8" AL PL

AL GRATING

AL CS10

AL CS10

8"

5/16 5/16

S DETAIL

AL L 4 x 3 x 3/8

AL CS10

3" x CONT (TYP 3 SIDES

AROUND LANDING)

1/2"

G

1 1/2" 1" 2"

BED PLATE IN

EPOXY GEL FOR

UNIFORM BEARING

1/4

1/4 1/4

SST BOLTS

(SEE DETAIL P/-)

2" 2"

3"

5/8" AL PL

1/ 2"

CJP:

TYP BAR

TO CS10

13/16"Ø HOLES FOR

3/4"Ø CA (TYP 4)

(2) 3/4"Ø SST BOLTS

(2) 3/4"Ø SST

BOLTS

(4) 3/4"Ø SST CA

SR226 STAIR - FLUSH TOP TREAD - ALUMINUM LANDING

TYP

N SHEET 7 OF 8 09/11/2024

SR220 STAIR - FLUSH TOP TREAD - CONNECTIONS

TYP

N 12/23/2024

= T.O. TREAD

T.O. PLATFORM

1" (TYP)

"T" + 1"

FULL TREAD

= T.O. TREAD

T.O. PLATFORM

1" (TYP)

TYP T&B

EA ANGLE 3/16

3/16

NOTES:

"T" (11" MIN)

(TYP)

BEAM. SEE DRAWINGS

FOR DETAILS

(2) 3/4"Ø

SST BOLTS.

TYP EA

CHANNEL

TO BEAM

A

CONNECTION TO BEAM

1" MAX

"T" + 1"

FULL TREAD

"T" (11" MIN)

(TYP)

1" MAX

B

CONNECTION TO CHANNEL

CHANNEL.

SEE DRAWINGS

FOR DETAILS

(2) 3/4"Ø SST BOLTS.

TYP EA CHANNEL

TO BEAM

1. INSTALL ISOLATION SLEEVES AND DIELECTRIC BREAKS BETWEEN DISSIMILAR METALS.

SEE SPECIFICATIONS.

M

IN3"

3"

3" 3"

M

IN

FITTED ANGLE W/ O.F.

LEG WIDTH T = 1/4" MIN TO

MATCH STRINGER END PLATE.

TYP AT EA CHANNEL

PROJECT NO.

LA

ST

S

AV

ED

B

Y:

FILE NAME:

CE

CE

CHK

STRUCTURAL

TYPICAL DETAILS 4

204071_00TS04.dwg hv o

DATEREV BY DESCRIPTION

DATE

CHECKED

DRAWN

DESIGNED

204170

JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

OFAPRIL 2026

COLLIER COUNTY

SCRWTP LIME SOFTENING IMPROVEMENTS

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

F

G G

301 NORTH CATTLEMEN ROAD, SUITE 302

SARASOTA, FL. 343232

PHONE: (941) 371-9832 FAX: (941) 371-9873

SEALED BY VANESSA

NEGRON-VIEIRA ON THE

DATE ADJACENT TO THE

SEAL.

THE SIGNATURE MUST BE

VERIFIED ON ANY

00TS04

V SECTION

AL CS10V

T SECTION

1" (TYP)

AL CS10

4" 2"

1"

STAIR STRINGER

3/4"Ø SST BOLT.

U

1" NOSING

AL L 4 x 3 x 3/8

SECTION

TIGHTEN FINGER

TIGHT AND DOUBLE

NUT (TYP)

12" AL

GRATING

BRACE

AL CS10

AL STAIR

STRINGER

AL BAR~

T.O GRATING

1/4

1/4

5/8" AL END

PLATE

AL BAR 1/4" x

HEIGHT GRATING

x CONT (TYP 3 SIDES

AROUND LANDING)

G

G

AL CS STRINGER

AL L 4 x 3 x3/8 LLV

(2) 3/4Ø SST BOLTS

SR226 STAIR - FLUSH TOP TREAD - ALUMINUM LANDING

TYP

N SHEET 8 OF 8 09/11/2024

SR401 GUARDRAILS & HANDRAILS - NOTES

TYP

N 09/25/2024

NOTES:

1. PROVIDE GUARDRAILS AT STAIRS AND AT OPEN SIDED WALKING SURFACES THAT ARE ELEVATED

MORE THAN 30" ABOVE GRADE OR ADJACENT CONSTRUCTION.

2. WHERE EQUIPMENT IS LOCATED LESS THAN 10' FROM EDGE OF ROOF AND ELEVATED MORE THAN

30" ABOVE GRADE OR ADJACENT CONSTRUCTION, PROVIDE 42" HIGH GUARDRAIL FORMING A

PROTECTIVE BARRIER. PARAPET WALL 42" OR MORE IN HEIGHT MAY BE THE GUARDRAIL AT ROOF

LOCATIONS.

3. SEE DRAWINGS AND SPECIFICATIONS FOR GUARDRAIL MATERIAL TYPE(S).

4. PROVIDE HANDRAIL AT BOTH SIDES OF EVERY STAIR HAVING 2 OR MORE RISERS.

5. PROVIDE CONTINUOUS HANDRAIL GRIPPING SURFACES FOR THE FULL LENGTH OF THE STAIR.

6. PROVIDE HANDRAIL EXTENSIONS AT BOTH SIDES OF STAIRS AT TOP AND BOTTOM. HANDRAIL

EXTENSION ON STAIR MOUNTED GUARDRAIL MAY BE OMITTED WHERE IT IS PERPENDICULAR TO

AND IMPEDES EXIT FLOW.

7. MAKE INSIDE HANDRAIL ON SWITCHBACK STAIRS CONTINUOUS.

8. FOR WALL MOUNTED HANDRAILS, PROVIDE SINGLE RAIL WITH TOP OF RAIL AT 2'-10" HEIGHT

ABOVE LANDINGS OR TREAD NOSINGS. PROVIDE MATCHING HANDRAIL ON OPPOSITE SIDE.

9. GUARDRAIL SHALL BE FIXED UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

10. PLACE CENTER OF EMBEDDED POSTS 6" FROM EDGE OF CONCRETE AND 6" FROM FRONT EDGE

OF CONCRETE STAIR NOSINGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

11. PLACE GUARDRAIL POSTS OPPOSITE EACH OTHER WHERE RAILINGS ARE PARALLEL.

12. FOR GUARDRAIL POSTS MOUNTED TO BEAM OR STAIR CHANNEL, PROVIDE MANUFACTURERS

REINFORCED CONNECTION FROM POST TO PLATE. PLATE AND REINFORCED INSERTS SHALL BE

ALUMINUM OR STAINLESS STEEL.

13. PROVIDE SLIDING JOINTS AT 24' MAX SPACING FOR EXPANSION OF RAIL AND KICKPLATE. LOCATE

SLIDING JOINTS NEAR FACE OF POST. GAP AT TIME OF INSTALLATION SHALL BE BASED ON

TEMPERATURE OF GUARDRAIL. PROVIDE 1/4" GAP AT 100°F AND 5/8" GAP AT 0°F. INTERPOLATE

GAP FOR OTHER INSTALLATION TEMPERATURES. AT CONCRETE EXPANSION JOINTS, PROVIDE

MINIMUM 1" GAP IN SLIDING JOINTS BUT NOT LESS THAN WIDTH OF CONCRETE EXPANSION JOINT.

MAKE INSERT SLEEVES IN RAILS LONG ENOUGH TO ALLOW FOR THE FULL RANGE OF MOVEMENT.

14. MATERIAL FOR KICKPLATE CHANNEL SLIDING JOINT PLATES, SHALL BE OF THE SAME MATERIAL AS

THE GUARDRAIL.

15. JOINTS FOR WELDED STAINLESS STEEL GUARDRAIL AND HANDRAIL SHALL BE COPED, WELDED, AND GROUND SMOOTH.

16. PROVIDE KICKPLATE AT ALL LOCATIONS EXCEPT AT SLOPING GUARDRAIL ON STAIRS AND WHERE GUARDRAIL IS MOUNTED ON A 4" MIN CURB. KICKPLATE MAY BE EXTRUDED OR BENT PLATE AND SHALL BE ATTACHED WITH SST BOLTS IN 5/16" x 3/4" SLOTTED HOLES. BOLT KICKPLATE TO POST

WITH BOTTOM 1/4" CLEAR ABOVE FLOOR. FOR SIDE MOUNTED GUARDRAIL, PROVIDE STANDARD

SPACER BLOCK BETWEEN POST AND KICKPLATE TO MAINTAIN 1/4" MAX CLEAR SPACING. HAND

TIGHTEN AND CENTER PUNCH BOLT THREADS TO LOCK.

17. COAT ALUMINUM SURFACES IN CONTACT WITH CONCRETE AS SPECIFIED. PROVIDE NEOPRENE

GASKET BETWEEN ALUMINUM AND STEEL.

SR416 GUARDRAIL - 3 RAIL

TYP

N SHEET 1 OF 3 05/29/2025

HANDRAIL

GUARDRAIL

KICKPLATE

4"R (TYP)

GUARDRAIL

HANDRAIL

SLIP JOINT

AT RAILS AND

KICKPLATE

METAL BEAM

WALKING

SURFACE

KICKPLATE

CURB

HEIGHT

PER DWGS

(NOTE 5)

3' -6

" 3' -6

6'-0" MAX

6"

MAX

3' -6

4"

TYP

SR450

TYP

SR450

TYP

SR450

KICKPLATE

NOT SHOWN

FOR CLARITY

KICKPLATE

NOT SHOWN

FOR CLARITY

1'-0 1/2"

1'-0 1/2"

1' -5

1'-2"

1'-2" EA WAY

PAST CORNER

KICK-

PLATE

KICKPLATE

12" (MIN)

GUARDRAIL ELEVATIONA

GUARDRAIL CORNERS & ENDSB

- SEE DRAWINGS FOR POST MOUNTING CONDITIONS

TOP OF STAIR ENDCORNER

BEAM TOP MOUNT

BOTTOM OF STAIR

SIDE MOUNT EMBED MOUNT CURB MOUNT TOP MOUNT

1 1/2"Ø

PIPE (TYP)

1" GAP

4" R

(TYP)

ALUMINUM GUARDRAIL UNLESS OTHERWISE NOTED.

1" GAP

12" (MIN)

12" (MIN) 12" (MIN)STAIR

SR416 GUARDRAIL - 3 RAIL

TYP

N SHEET 2 OF 3 05/29/2025

STAIR GUARDRAIL/HANDRAIL ELEVATION

1 1/2"Ø PIPE (TYP)

KICKPLATE

GUARDRAIL

HANDRAIL

3' -6

3' -6

2' -1

0"

5'-0" MAX

3' -6

2' -1

0"

6" (TYP)

6"

1' -5

3' -6

12" HANDRAIL

EXTENSION

12" HANDRAIL

EXTENSION (MIN)

NOTES:

1. DETAIL IS APPLICABLE AT PRIVATE STAIRS IN F, H, AND S OCCUPANCIES FOR "OPERATOR ONLY"

ACCESS. DETAILS AND INSTALLATION SHALL COMPLY WITH THE BUILDING CODE.

2. SEE SPECIFICATIONS AND DETAIL SR401/TYP FOR ADDITIONAL REQUIREMENTS.

3. VARIOUS POST MOUNTING DETAILS ARE ILLUSTRATED. SEE DRAWINGS AND DETAIL SR450/TYP

FOR SPECIFIC MOUNTING REQUIREMENTS.

4. HANDRAIL EXTENSIONS ARE REQUIRED ON BOTH SIDES OF STAIR, EXCEPT WHERE INSIDE

HANDRAIL IS CONTINUOUS AT SWITCHBACK STAIR.

5. AT CURB, USE EMBEDDED OR TOP MOUNTED POST AS INDICATED ON THE DRAWINGS.

4"

POST BRACKET

GUARDRAIL

SUPPORT POST

GUARDRAIL

MOUNTED HANDRAIL

GUARDRAIL POST

ELEVATION PLAN

1 1/2" CLEAR

4 1/2" MAX

TERMINATION AT POST

MFR DETAIL FOR

CONCEALED FASTENING

MFR POST

BRACKET (TYP)

SECTION

D

E

(SEE DRAWINGS FOR POST MOUNTING CONDITIONS)

C

(TYP)

1' -5

1'

-0

/2

1' -0

/2

SR416 GUARDRAIL - 3 RAIL

TYP

N SHEET 3 OF 3 05/29/2025

GUARDRAIL

1/4" PL GATE STOP.

SLEEVE FULL HEIGHTSELF CLOSING HINGE

HINGE RINGS 4" R (TYP)

3' -6

AS INDICATED ON THE DRAWING

OR TO SUIT EQUIP FURNISHED

(2'-0" MIN/4'-0" MAX)

SST GATE LATCH

TO SUIT HINGE PROVIDED

WITH SST RIVETS

REINFORCE WITH INTERNAL

WELD TO VERTICAL GATE

0.74"Ø SST PIN (TYP)

ELEVATION

PLAN

GATE

1' -5

2'

-1

NYLON WASHER

BEARINGS (TYP)

WALKING SURFACE

1/8 1/2T&B

1 1/4"

2 1/2"

GATE…