Y22-780_Drawings.pdf

Orange County South Water Reclamation Facility North Plant Effluent Pump Station

CONSTRUCTION DOCUMENTS

APRIL 20, 2020

482 SOUTH KELLER ROAD

ORLANDO, FLORIDA 32810

ORANGE COUNTY MAYOR

JERRY DEMINGS

DISTRICT 1 COMMISSIONER

BETSY VANDERLEY

DISTRICT 2 COMMISSIONER

CHRISTINE MOORE

DISTRICT 3 COMMISSIONER

MAYRA URIBE

DISTRICT 4 COMMISSIONER

MARIBEL GOMEZ CORDERO

DISTRICT 5 COMMISSIONER

EMILY BONILLA

DISTRICT 6 COMMISSIONER

VICTORIA P. SIPLIN

Pre-Engineered Electrical Building

ORANGE COUNTY, FLORIDA

ORANGE COUNTY UTILITIES DEPARTMENT

ENGINEERING DIVISION

PLANS PREPARED BY:

6965 PIAZZA GRANDE AVE., STE. 412

ORLANDO, FLORIDA 32835

BOARD OF COUNTY COMMISSIONERS

N.T.S.

N

PROJECT

LOCATION

KEY WEST

MIAMI

WEST PALM BEACH

OKEECHOBEE

FT. PIERCE

LAKE

OKEECHOBEE

MELBOURNEHAINES CITY

KISSIMMEE

ORLANDO

LEESBURG

LAKELAND

TAMPA

BRADENTON

FT. MYERS

DAYTONA BEACHOCALA

GAINESVILLE

ST. AUGUSTINE

JACKSONVILLE

LA

KE

C

IT

Y

PERRY

TALLAHASSEE

APALACHICOLA

PANAMA

CITY

MARIANNA

P E

N S

A C

O L

A

LOCAL OFFICE:

482 SOUTH KELLER RD

ORLANDO, FL 32810

TEL. 407.647.7275

FAX. 407.806.4500

CORPORATE OFFICE:

4030 W. BOY SCOUT BLVD

TAMPA, FLORIDA 33607

FBPR CERTIFICATE OF

AUTHORIZATION NO.24

www.atkinsglobal.com

SHEET NO. REV.

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APPROVED:

CHECKED:

DRAWN:

PROJECT ENG:

JOB NO.:

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TJF

DLH

G-001

DLH

100061852

DRAWING INDEX

SHEET

NUMBER SHEET NAME SCALE

G-000 COVER SHEET AND SHEET INDEX NO SCALE

S-001 GENERAL NOTES & WIND DESIGN CRITERIA NO SCALE

S-101

EFFLUENT PUMPING STATION - DEMOLITION

PLAN & TYPICAL DETAILS

VARIES

S-102

EFFLUENT PUMP STATION ELECTRICAL

BUILDING - FOUNDATION PLANS & DETAILS

VARIES

LS-001 LIFE SAFETY 1/4" = 1'-0"

VARIES

C-300 GRADING PLAN 1" = 10'-0"

M-001 HVAC SYMBOLS, LEGEND & GENERAL NOTES NO SCALE

M-101 HVAC PLAN 1/4" = 1'-0"

C-001 GENERAL NOTES & ABBREVIATIONS NO SCALE

C-100 DEMOLITION AND EROSION CONTROL PLAN 1'' = 10'-0"

C-190 EROSION CONTROL NOTES AND DETAILS NO SCALE

C-200 SITE PLAN 1" = 10'-0"

A-101.1 FLOOR PLAN & ELEVATIONS 1/4" = 1'-0"

A-301 ROOF PLANS AND SECTIONS VARIES

A-871 DETAILS

C-500 SITE DETAILS NO SCALE

A-131 REFLECTED CEILING PLAN - LEVEL 01 1/4" = 1'-0"

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C-501 SITE DETAILS NO SCALE

DRAWING INDEX

SHEET

NUMBER SHEET NAME SCALE

E-001 SYMBOLS, NOTES & ABBREVIATIONS NO SCALE

E-002 OVERALL SITE PLAN 1" = 80'-0"

E-003

12.47KV MAIN SWITCHGEAR SINGLE LINE

DIAGRAM

NO SCALE

E-004

EFFLUENT PUMPING STATION EXISTING

SINGLE LINE DIAGRAM

NO SCALE

E-005

EXISTING MCC-USFA & MCC-USFB

SINGLE LINE DEMOLITION DIAGRAMS

NO SCALE

E-006

EFFLUENT PUMPING STATION PROPOSED

SINGLE LINE DIAGRAM

NO SCALE

E-007 MCC-USFA PROPOSED SINGLE LINE DIAGRAM NO SCALE

E-008 MCC-USFB PROPOSED SINGLE LINE DIAGRAM NO SCALE

E-009 5K SWITCHGEAR FRONT ELEVATIONS NO SCALE

E-010 MCC-USFA & MCC-USFB FRONT ELEVATIONS NO SCALE

E-012

EFFLUENT PUMPING STATION

DEMOLITION PLAN

3/16" = 1'-0"

E-013

EFFLUENT PUMPING STATION

PROPOSED PLAN

3/16" = 1'-0"

E-014

EFFLUENT PUMP STATION ELECTRICAL

BUILDING GROUNDING & LIGHTING PLAN

1/4" = 1'-0"

E-015

PANEL AND LIGHTING SCHEDULES

NO SCALE

E-016

ELECTRICAL DETAILS I

NO SCALE

E-011 ELEMENTARY DIAGRAMS NO SCALE

E-018

ELECTRICAL DETAILS III

NO SCALE

E-019

4160 SWITCHGEAR BREAKER CONTROL

CONSOLE AND ELEVATIONS

NO SCALE

E-020

4160 SWITCHGEAR BREAKER CONTROL

CONSOLE SCHEMATIC

NO SCALE

FA-001

INSTRUMENTATION SYMBOLS &

ABBREVIATIONS

NO SCALE

FA-002

INSTRUMENTATION P&ID

NO SCALE

I-001

INSTRUMENTATION PLC SYSTEM RISER SHEET

NO SCALE

E-017

ELECTRICAL DETAILS II

NO SCALE

CONSTRUCTION

DOCUMENTS

JUNE 2021

E-021

EFFLUENT PUMP STATION ELECTRICAL

BUILDING GROUNDING & LIGHTING RISER

NO SCALE

E-022

EFFLUENT PUMP STATION ELECTRICAL

BUILDING GROUNDING & LIGHTING PLAN

NO SCALE

FIBER OPTIC SITE PLAN

SWRF SURGE FACILITY ELECTRICAL PLAN

I-002

I-003

I-004

SWITCHGEAR PROTECTIVE RELAY & POWER

MONITOR NETWORK ARCHITECTURE

NO SCALE

NO SCALE

NO SCALE

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FEBRUARY 2022

JWS

LOCAL OFFICE:

482 SOUTH KELLER RD

ORLANDO, FL 32810

TEL. 407.647.7275

FAX. 407.806.4500

CORPORATE OFFICE:

4030 W. BOY SCOUT BLVD

TAMPA, FLORIDA 33607

FBPR CERTIFICATE OF

AUTHORIZATION NO.24

www.atkinsglobal.com

SHEET NO.

REV.

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APPROVED:

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OEB

100061852

GENERAL NOTES:

1. COORDINATE CONSTRUCTION UNDER THIS CONTRACT WITH ALL OTHER SITE CONSTRUCTION

AND/OR ADJACENT OFF SITE CONSTRUCTION.

2. PROVIDE EROSION AND SEDIMENTATION CONTROL MEASURES CONSISTING OF STAKED SILT

FENCES ALONG THE PROPOSED LIMITS OF CONSTRUCTION OR AS INDICATED ON THE

DRAWINGS. PROVIDE ADDITIONAL MEASURES AS NECESSARY TO AVOID ADVERSE IMPACTS TO

JURISDICTIONAL AREAS (WETLANDS OR WATER BODIES) AND OFF SITE LANDS AND WATER

BODIES. MAINTAIN THESE MEASURES DAILY UNTIL CONSTRUCTION ACCEPTANCE BY THE

OWNER'S AUTHORIZED AGENT AND THEN REMOVE AND LEGALLY DISPOSE OF SAID MEASURES.

3. FIELD SURVEY THE CLEARING LIMITS AND INSTALL STAKES WITH COLORED RIBBONS FOR

OWNER'S AUTHORIZED AGENT REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. AFTER

APPROVAL, INSTALL ALL REQUIRED EROSION AND SEDIMENTATION CONTROL MEASURES

PRIOR TO CLEARING.

4. DURING CONSTRUCTION, THE OWNER'S AUTHORIZED AGENT SHALL REVIEW THE ENTIRE AREA

WITHIN THE CLEARING LIMITS AND MAY IDENTIFY EXISTING TREES TO REMAIN OR BE

RELOCATED. AT THE OWNER'S AUTHORIZED AGENT DIRECTION, REVISE THE CLEARING LIMITS

TO EXCLUDE THESE DESIGNATED AREAS AND PROVIDE EROSION CONTROL AND TREE

PROTECTION MEASURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

5. CLEAR, GRUB AND STRIP ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION UNLESS

OTHERWISE NOTED.

6. SURVEYOR: WOOD ENVIRONMENTAL AND INFRASTRUCTURE SOLUTIONS, INC. DATE OF

SURVEY 02/07/19.

7. GEOTECH ENGINEER: INTERTEK PSI. DATE: 05/28/19

8. HORIZONTAL DATUM IS RELATIVE TO THE NORTH AMERICAN DATUM OF 1983, 2011

ADJUSTMENT WITH COORDINATES EXPRESSED IN FLORIDA STATE PLANE COORDINATE

SYSTEM, EAST ZONE (901), U.S. SURVEY FEET. ELEVATIONS ARE RELATIVE TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED ON THE FOLLOWING ORANGE COUNTY

ENGINEERING DEPARTMENT BENCHMARKS.

9. PROTECT ANY PUBLIC LAND CORNER MONUMENT LOCATED WITHIN THE LIMITS OF

CONSTRUCTION. IF IN DANGER OR IF DAMAGED, NOTIFY THE CONSTRUCTION MANAGER

IMMEDIATELY.

10.THE LOCATION OF ALL EXISTING UTILITIES AND DRAINAGE STRUCTURES SHOWN ARE BASED

ON AVAILABLE INFORMATION. PRIOR TO CONSTRUCTION, FIELD LOCATE ALL EXISTING

FACILITIES WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION.

11. ALL FLORIDA DEPARTMENT OF TRANSPORTATION PLANS REFER TO THE LATEST EDITION OF

THE FDOT STANDARD PLANS FOR ROAD CONSTRUCTION.

12.MAINTAIN DAILY RECORD DRAWINGS AT ALL TIMES DURING CONSTRUCTION. RECORD

DRAWINGS INFORMATION SHALL INCLUDE (AT A MINIMUM) HORIZONTAL LOCATIONS AND

INVERT ELEVATIONS (AND TOP ELEVATION IF APPLICABLE) OF ALL DRAINAGE AND UTILITY PIPE

SYSTEMS INCLUDING IRRIGATION SLEEVES. INFORMATION SHALL BE LEGIBLY HAND WRITTEN

ON THE MOST CURRENT SET OF CONSTRUCTION DRAWINGS, AS WELL AS TYPE WRITTEN IN

TABULAR FORMAT. UPON COMPLETION OF THE PROJECT SUBMIT ONE COMPLETE SET OF

RECORD DRAWINGS CERTIFIED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE

STATE OF FLORIDA, AND TWO SETS ON COMPACT DISK.

13.PRIOR TO THE START OF ALL APPLICABLE CONSTRUCTION ACTIVITIES, THE CONTRACTOR IS TO

COORDINATE WITH ALL JURISDICTIONAL AGENCIES AND UTILITY PROVIDERS.

14.IF HISTORICAL OR ARCHEOLOGICAL ARTIFACTS, SUCH AS INDIAN CANOES, ARE DISCOVERED

AT ANY TIME WITHIN THE PROJECT SITE, IMMEDIATE NOTIFICATION SHALL BE PROVIDED TO

THE FOLLOWING:

A. THE OWNER'S AUTHORIZED AGENT.

B. THE OWNER.

C. THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT OFFICE (407-858-6100).

D. THE BUREAU OF HISTORIC PRESERVATION, DIVISION OF HISTORICAL RESOURCES, R.A.

GRAY BUILDING, 500 S. BRONOUGH ST., TALLAHASSEE, FL 32399-0250.

15.NO DISCHARGE OF CONTAMINANTS ONTO THE SITE OR INTO THE STORMWATER MANAGEMENT

SYSTEM SHALL BE PERMITTED AT ANY TIME.

16.DAMAGE TO PROPERTIES ADJACENT TO CONSTRUCTION AREAS SHALL BE PREVENTED BY

DELINEATING THE LIMITS OF CONSTRUCTION, AND INSTALLING SEDIMENT BARRIERS PRIOR TO

THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, THEREBY RETAINING SEDIMENT WITHIN

THE CONSTRUCTION AREA. CONTRACTORS SHALL BE REQUIRED TO ADEQUATELY MAINTAIN

THESE PROTECTION MEASURES AT ALL TIMES.

17.EROSION CONTROL SHALL BE MAINTAINED WITHIN CONSTRUCTION AREAS BY QUICKLY

STABILIZING DISTURBED AREAS TO PREVENT THE RELEASE OF SEDIMENT. THIS SHALL BE

ACCOMPLISHED USING GRASS COVER, SILT FENCES, AND OTHER MEANS ACCEPTABLE TO

OWNER'S AUTHORIZED AGENT, ENGINEER AND REGULATORY AGENCIES.

18.DURING CONSTRUCTION THE CONTRACTOR SHALL MODIFY OR RELOCATE THE SILT FENCE

(WITH OWNER'S AUTHORIZED AGENT PRIOR APPROVAL) TO ALLOW FOR ITS ACCESS AND TO

COMPLETE CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN

ADEQUATE EROSION CONTROL AT ALL TIMES.

19. ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND APPROVED BY

ORANGE COUNTY COMPLIANCE PERSONNEL PRIOR TO ANY CONSTRUCTION ACTIVITIES.

REMOVAL OF THESE SAME EROSION CONTROLS AND PREVENTION MEASURES MAY BE DONE

ONLY AFTER AUTHORIZATION BY COUNTY COMPLIANCE PERSONNEL IS OBTAINED.

20.DURING CONSTRUCTION THE CONTRACTOR WILL PROVIDE TEMPORARY SEEDING AND

MULCHING FOR AREAS THAT HAVE BEEN CLEARED AND NOT REWORKED WITHIN 7 CALENDAR

DAYS DURING THE WET SEASON (APRIL THROUGH SEPTEMBER) AND 14 CALENDAR DAYS

DURING THE DRY SEASON (OCTOBER THROUGH MARCH). ALSO, ALL SIDE SLOPES SHALL BE

SODDED OR SEEDED AND MULCHED WITHIN 7 DAYS DURING WET SEASON AND 14 DAYS

DURING THE DRY SEASON. ALL DISTURBED EARTH AREAS SHALL BE SODDED OR SEEDED AND

MULCHED UPON ACCEPTANCE BY THE OWNER AT THE COMPLETION OF CONSTRUCTION.

21.ALL SURFACE WATER DISCHARGE FROM SITE, INCLUDING DEWATERING DISCHARGE, SHALL

MEET ALL STATE WATER QUALITY STANDARDS PRIOR TO REACHING ANY WATERS OF THE

STATE, INCLUDING WETLANDS. ALL FINES FOR NON-COMPLIANCE WILL BE THE CONTRACTOR'S

RESPONSIBILITY.

22.IN THE EVENT THAT THE EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THESE

DRAWINGS PROVE NOT TO BE EFFECTIVE, ALTERNATE METHODS FOR MAINTAINING STATE

WATER QUALITY STANDARDS FOR DISCHARGE FROM THE CONSTRUCTION SITE WILL BE

REQUIRED. ONE EFFECTIVE ALTERNATIVE METHOD INCLUDES THE INTRODUCTION OF

ALUMINUM SULFATE (ALUM) INTO DISCHARGE FROM THE CONSTRUCTION SITE. PLEASE NOTE

THAT ANY ALTERNATIVE EROSION PREVENTION AND CONTROL DEVICES MUST BE APPROVED

BY ORANGE COUNTY COMPLIANCE PERSONNEL PRIOR TO PLACEMENT.

23.ALL EXISTING UNSUITABLE SOIL MATERIAL ENCOUNTERED (ORGANICS, MUCK, CONFINING CLAY

LAYERS, ETC.), SHALL BE REMOVED AND REPLACED WITH SUITABLE CLEAN FILL MATERIAL AT

THE CONTRACTOR'S EXPENSE.

SIDEWALK/RAMPS:

1. CLASS 'I' CONCRETE MINIMUM COMPRESSIVE STRENGTH SHALL BE 3,000 PSI AT 28 DAYS.

2. COMPLETE CONSTRUCTION WITHOUT IMPACTING THE NORMAL OPERATION OF TRAFFIC.

3. LEADING EDGE OF RAMP SHALL ALIGN WITH SIDEWALK OR RAMP ON OPPOSITE SIDE OF

CROSSING.

4. WHERE A CURB CUT RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB AND GUTTER

AND/OR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER SHALL BE REMOVED TO THE

NEAREST JOINT BEYOND THE DROP CURB OR TO THE EXTENT THAT NO REMAINING SECTION

OF CURB OR CURB AND GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE

REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE OR WALK AROUND OR THE

EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5' LONG.

5. THE EXISTING GRADES SHOWN ON THE DRAWINGS (IN PLAN OR IN SECTION) ARE

APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR GRADING, INCLUDING

PLACEMENT OR REMOVAL OF FILL MATERIAL AS APPROPRIATE, TO PROVIDE PROPER

RELATIONSHIP BETWEEN WALKS/RAMPS AND ADJACENT ROADWAYS, CURBS, LOTS, UTILITIES,

AND OTHER APPURTENANCES, AS INDICATED ON THE DRAWINGS.

6. ALL RAMPS SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 12:1. ALL CROSS WALKS AND

SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% AND MAXIMUM LONGITUDINAL

SLOPE OF 5%.

7. EXISTING SIDEWALKS SHALL BE MAINTAINED OPEN DURING CONSTRUCTION, OR A SAFE,

TEMPORARY, APPROVED PEDESTRIAN PATH SHALL BE PROVIDED UNTIL SIDEWALK CAN BE

REOPENED.

SIGNING AND PAVEMENT MARKINGS:

1. ALL FINAL PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC. ALL TEMPORARY

PAVEMENT MARKINGS SHALL BE PAINT.

2. CONTRACTOR TO RELOCATE EXISTING SIGNAGE WHERE INDICATED ON THE DRAWINGS.

3. SIGNING AND PAVEMENT MARKINGS ARE TO BE PLACED IN ACCORDANCE WITH THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE FDOT STANDARD PLANS AND THE

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.

4. PAVEMENT MARKINGS AT ALL EXISTING/PROPOSED INTERFACE LOCATIONS ARE TO MATCH IN

TERMS OR ALIGNMENT AND COLOR.

5. CAUTION SHOULD BE EXERCISED IN THE INSTALLATION OF POST MOUNTED SIGNS IN ORDER

TO PREVENT POSSIBLE DAMAGE TO BURIED UTILITIES.

6. SIGN ASSEMBLY LOCATIONS SHOWN ON THE DRAWINGS WHICH ARE IN CONFLICT WITH

LIGHTING, UTILITIES, DRIVEWAYS, WHEELCHAIR RAMPS, ETC., MAY BE ADJUSTED SLIGHTLY AS

DIRECTED BY THE OWNER'S AUTHORIZED AGENT. EXTREME LOCATION CHANGES MUST BE

APPROVED BY THE ENGINEER OF RECORD.

7. ALL EXISTING SIGNS ARE TO REMAIN UNLESS OTHERWISE NOTED. ANY SIGNS TO REMAIN THAT

ARE DAMAGED DURING THE CONSTRUCTION PROCESS SHALL BE REPLACED IN KIND AT THE

CONTRACTOR'S EXPENSE.

8. ANY EXISTING PAVEMENT MARKINGS SCHEDULED TO REMAIN WHICH ARE DAMAGED DURING

CONSTRUCTION SHALL BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE.

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LEGEND

1. SEE GENERAL NOTES SHEETS C001 FOR ADDITIONAL EROSION CONTROL,

SEDIMENTATION, AND DEMOLITION NOTES THAT APPLY TO THIS PLAN.

2. IN ALL DISTURBED AREAS, INSTALL SILT FENCE ALONG PERIMETER PRIOR TO

DEMOLITION.

3. CONTRACTOR SHALL TAKE DUE CARE WHEN INSTALLING SILT FENCE ACROSS

EXISTING UNDERGROUND UTILITIES.

3. CONTRACTOR MAY ADJUST SILT FENCE LOCATIONS WITHIN INDICATED LIMITS

OF CONSTRUCTION AS NEEDED TO PERFORM WORK.

4. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL FOR ALL EXISTING

DRAINAGE STRUCTURES AS NOTED.

5. A TURBIDITY CONTROL PLAN/MEANS AND METHODS PLAN SHALL BE

SUBMITTED BY THE CONTRACTOR IN ADDITION TO THE SWPPP PLAN FOR

REVIEW AND APPROVAL BY ORANGE COUNTY UTILITIES COMPLIANCE PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

6. EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM

REQUIRED. CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL

MEASURES AS NECESSARY.

7. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL OR BETTER

CONDITION.

8. DEMOLISHED SITE WILL REQUIRE STABILIZATION WITHIN 7 DAYS OF

COMPLETION. CONTRACTOR TO COORDINATE WITH ORANGE COUNTY

COMPLIANCE.

9. ANY FILL REMOVED FOR UNDERGROUND UTILITY CONSTRUCTION WILL BE

PLACED ON PLASTIC AND COVERED TO PREVENT WASHOUT DURING RAIN

EVENTS.

10. ALL UNSUITABLE MATERIALS, INCLUDING ORGANICS AND MUCK, MUST BE

EXCAVATED AND REMOVED FROM THE SITE PRIOR TO GRADING THE SITE WITH

CLEAN SAND.

11. ALL DISTURBED AREAS SHALL BE STABILIZED WITH ARGENTINE BAHIA GRASS

SOD UNLESS SPECIFIED OTHERWISE.

LIMITS OF WORK

SINGLE ROW OF SILT FENCE

EXISTING CONTOUR ELEVATION

EXISTING TREE TO BE REMOVED

EXISTING TREE TO BE PROTECTED

EROSION CONTROL NOTES

SF SF SF

APPROXIMATE SOIL BORING

LOCATION BASED ON

GEOTECHNICAL REPORT.

B-1

1. HORIZONTAL DATUM IS RELATIVE TO THE NORTH AMERICAN DATUM OF 1983,

2011 ADJUSTMENT WITH COORDINATES EXPRESSED IN FLORIDA STATE

PLANE COORDINATE SYSTEM, EAST ZONE (901), U.S. SURVEY FEET.

ELEVATIONS ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88) BASED ON THE FOLLOWING ORANGE COUNTY ENGINEERING

DEPARTMENT BENCHMARKS.

2. CONTRACTOR’S DESIGNATED PARKING AREA SHALL BE LOCATED IN THE

PARKING SPACES FOUND EAST OF THE EXISTING FUEL TANK, WHICH IS

LOCATED NORTH OF THE EFFLUENT PUMP STATION. IF ADDITIONAL PARKING

SPACES ARE NEEDED, THE CONTRACTOR SHALL SUBMIT A REQUEST FOR

ADDITIONAL CONTRACTOR’S DESIGNATED PARKING AREA TO ORANGE

COUNTY UTILITIES FOR APPROVAL.

GENERAL NOTES

R W

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BE

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B E

B E

AMECFW Nail: TRAVERSE

Elevation =88.64

TH1 HUB

Elevation =89.28

TH2 HUB

Elevation =89.10

WPB

TRNF

TRNF

MH

FFE: 89.3

30" Oak

34" Oak

20" Oak

18" Oak

18" Oak

20" Oak

WPB

24" Oak

H

Y D

BE

BE

BE

BE

BE

BE

B G

V

B G

V

B G

V

B G

V

BE BE

BE

BE

BE

SRVC

SRVC

ukn ukn

89 88

88 89

90 90

89 88 88

TRNF

TRNF

EFFLUENT PUMPING

STATION

ELECTRICAL

BUILDING

(TO REMAIN)

EXISTING

TRANSFORMER

(TO REMAIN)

EFFLUENT PUMP

STATION

(TO REMAIN)

SINGLE ROW SILT

FENCE (TYP).

EXISTING

MANHOLE TO

REMAIN

EXISTING

SIDEWALK TO

REMAIN

E

X

I S

T

I

P

H

A

L

T

R

O

A

D

M

A

I N

EXISTING PVC

PIPE TO REMAIN

LIMITS OF

WORK (TYP)

EXISTING

BOLLARD TO

REMAIN (TYP)

EXISTING BURIED

ELECTRICAL CONDUITS

TO REMAIN (TYP).

EXISTING BELOW

GRADE VAULT TO

REMAIN (TYP).

EXISTING AC

EQUIPMENT

PAD TO REMAIN

EXISTING SPEED

LIMIT SIGN TO

REMAIN

EXISTING TRANSFORMER

ON CONCRETE PAD TO

REMAIN (TYP)

EXISTING BELOW

GRADE ELECTRICAL

VAULT TO REMAIN

(TYP)

S

F

S

F

S

F

S

F

EXISTING BUILDING

OVERHANG

CONTRACTOR

STAGING AREA

B-2

B-1

S

F

S

F

S

F

S

F

S

F

S F

S F

SF

SF

SF

SF

SF

S F

S F

SF

S F

S F

S F

S

F

S

F

S F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S F

S F

S F

S F

S F

S F

S F

S

F

S

F

S

F

S F

S

F

S

F

S F

S

F

S

F

S

F

S F

S

F

S

F

S F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

JWS

LOCAL OFFICE:

482 SOUTH KELLER RD

ORLANDO, FL 32810

TEL. 407.647.7275

FAX. 407.806.4500

CORPORATE OFFICE:

4030 W. BOY SCOUT BLVD

TAMPA, FLORIDA 33607

FBPR CERTIFICATE OF

AUTHORIZATION NO.24

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FULL SCALE: 1"=10'

HALF SCALE: 1"=20'

B

ID

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T

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482 SOUTH KELLER RD

ORLANDO, FL 32810

TEL. 407.647.7275

FAX. 407.806.4500

CORPORATE OFFICE:

4030 W. BOY SCOUT BLVD

TAMPA, FLORIDA 33607

FBPR CERTIFICATE OF

AUTHORIZATION NO.24

www.atkinsglobal.com

SHEET NO.

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SCALE:

NTS

EROSION CONTROL NOTES

SURFACE INLET SEDIMENT FILTER

FILTERED WATER

ROCK / SAND BAGS

OR BIOFILTER BAGS

(PLACED END TO END)

SECTION

PLAN

PAVEMENT (TYP)

GRATE

1" TYP1" TYP

ROCK / SAND BAGS OR BIOFILTER BAGS

(PLACED END TO END)

WRAP GRATE WITH FILTER FABRIC

WITH OVERLAPPING TOP FLAPS

WRAP GRATE WITH FILTER FABRIC

WITH OVERLAPPING TOP FLAPS

SPECIFIC APPLICATION

CURB INLET

FILTERED WATER

SAND BAG

RUNOFF

THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN

FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO

ADJACENT STRUCTURES AND UNPROTECTED AREAS.

PERFORATED 6" ADS PIPE

WITH FILTER SOCK

CURB INLET SEDIMENT FILTER

1.

6.

ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND APPROVED

BY COMPLIANCE PERSONNEL PRIOR TO ANY CONSTRUCTION ACTIVITIES. REMOVAL

OF THESE SAME EROSION CONTROLS AND PREVENTION MEASURES MAY BE DONE ONLY

AFTER AUTHORIZATION BY COMPLIANCE PERSONNEL IS OBTAINED.

7.

DURING CONSTRUCTION THE CONTRACTOR SHALL MODIFY OR RELOCATE THE SILT FENCE (WITH

OWNER'S PRIOR APPROVAL) TO ALLOW FOR ITS ACCESS AND TO COMPLETE CONSTRUCTION. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ADEQUATE EROSION CONTROL AT ALL TIMES.

2.

3.

4.

ALL SURFACE WATER DISCHARGE FROM SITE, INCLUDING DEWATERING DISCHARGE,

SHALL MEET STATE WATER QUALITY STANDARDS (LESS THAN 29 NTU ABOVE

BACKGROUND) PRIOR TO REACHING ANY WATERS OF THE STATE INCLUDING

WETLANDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMAIN IN COMPLIANCE

WITH THE FDEP GENERAL PERMIT TO DISCHARGE PRODUCED GROUNDWATER OFFSITE.

IN THE EVENT THAT THE EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THESE

DRAWINGS PROVE NOT TO BE EFFECTIVE, ALTERNATE METHODS FOR MAINTAINING STATE

WATER QUALITY STANDARDS FOR DISCHARGE FROM THE CONSTRUCTION SITE WILL BE

REQUIRED. ONE EFFECTIVE ALTERNATIVE METHOD INCLUDES THE INTRODUCTION OF

ALUMINUM SULFATE (ALUM) INTO DISCHARGE FROM THE CONSTRUCTION SITE. PLEASE

NOTE THAT ANY ALTERNATIVE EROSION PREVENTION AND CONTROL DEVICES MUST BE

APPROVED BY COMPLIANCE PERSONNEL PRIOR TO PLACEMENT.

EROSION AND DUST CONTROL SHALL BE MAINTAINED WITHIN CONSTRUCTION AREAS

BY QUICKLY STABILIZING DISTURBED AREAS TO PREVENT THE RELEASE OF SEDIMENT.

THIS SHALL BE ACCOMPLISED USING GRASS COVER, TURBIDITY FENCES, PERIODIC

WATERING, AND OTHER BEST MANAGEMENT PRACTICES FOUND IN THE STORMWATER

POLLUTION PREVENTION PLAN, WHICH ARE ACCEPTABLE TO CONSTRUCTION

MANAGER, ENGINEER, AND REGULATORY AGENCIES.

5.

8.

9.

PROVIDE EROSION AND SEDIMENTATION CONTROL MEASURES CONSISTING OF STAKED SILT

FENCES ALONG THE PROPOSED LIMITS OF CONSTRUCTION OR AS INDICATED ON THE

DRAWINGS. PROVIDE ADDITIONAL MEASURES AS NECESSARY UTILIZING INDUSTRY STANDARD

BEST MANAGEMENT PRACTICES TO AVOID ADVERSE IMPACTS TO JURISDICTIONAL AREAS

(WETLANDS OR WATER BODIES) AND OFF SITE LANDS AND WATER BODIES. MAINTAIN THESE

MEASURES DAILY UNTIL CONSTRUCTION ACCEPTANCE BY THE OWNER AND THEN REMOVE

AND LEGALLY DISPOSE OF SAID MEASURES.

EROSION CONTROL SHALL BE MAINTAINED WITHIN CONSTRUCTION AREAS BY QUICKLY

STABILIZING DISTURBED AREAS TO PREVENT THE RELEASE OF SEDIMENT. THIS SHALL BE

ACCOMPLISHED USING GRASS COVER, TURBIDITY FENCES, AND OTHER MEANS ACCEPTABLE TO

OWNER, ENGINEER AND REGULATORY AGENCIES.

ALL STORM DRAINAGE INLETS AND PIPES SHALL BE PROTECTED FROM SILT, SAND AND DEBRIS

DURING CONSTRUCTION. ANY ACCUMULATION WITHIN THE STORM DRAINAGE PIPE SYSTEM

SHALL BE REMOVED WITHOUT PUMPING OR FLUSHING INTO THE PONDS. STORM DRAINAGE

SYSTEM SHALL BE CLEANED AND FREE OF DEBRIS PRIOR TO CONSTRUCTION MANAGER'S

ACCEPTANCE.

PROVIDE SOCK DRAIN IN FRONT OF ALL DRAINAGE CURB INLETS AND PROVIDE FILTER FABRIC

UNDER THE GRATE OF ALL DITCH BOTTOM INLETS AFTER INITIAL COMPLETION OF THE

DRAINAGE STRUCTURES. MAINTAIN THESE MEASURES DAILY (WHICH MAY INCLUDE FULL

REPLACEMENT AT THE DISCRETION OF THE CONSTRUCTION MANAGER) TO MINIMIZE SILT

ACCUMULATION IN THE STORM DRAINAGE SYSTEM. UPON CONSTRUCTION ACCEPTANCE BY

THE OWNER, REMOVE AND LEGALLY DISPOSE OF SAID MEASURES.

NOTES:

1. PRIOR TO ANY DISTURBANCE OF PROPERTY, THE ENTIRE SILT FENCE MUST BE IN PLACE.

2. THE EROSION CONTROL PROVISIONS DELINEATED ON THE PLANS ARE THE MINIMUM

REQUIRED. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE NEEDED

DEPENDENT UPON ACTUAL SITE CONDITIONS AND CONSTRUCTION OPERATIONS.

3. ENSURE THAT POSTS AT CONNECTIONS ARE ROLLED AND WRAPPED PER FDOT INDEX 102,

2010 EDITION.

ELEVATION

T

O

M

I N

M I N

POST OPTIONS:

SOFTWOOD 2-1/2" DIA

SOFTWOOD 2"x4"

HARDWOOD 1-1/2"x1-1/2"

STEEL 1.33 LBS/FT MIN)

6' MAX

FILTER FABRIC (IN

CONFORMANCE WITH

SEC. 985 FDOT SPEC.)

SECTION

S

I

O

W

FILTER FABRIC

V E

R T

I C

A L

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

OPTIONAL POST

POSITIONS

3.0'

DOUBLE ROW

ONLY WHERE

SHOWN ON PLAN

SCALE:

NTS

SILT FENCE DETAIL

SCALE:

NTS

INLET SEDIMENT FILTER DETAILS

C190

E R

O S

I O

N

C

O N

T R

T

T

A I L

S

B

ID

S E

T

/2

LIMITS OF WORK

PROPOSED CONCRETE SIDEWALK

LEGEND

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

BE

B E

B E

B E

B E

B E

B E

RW

R W

R W

R W

R W

RW

RW

BE

BE

BE

BE

B E

B E

B E

B E

B E

B E

BE BE

BE

B E

B E

B E

B E ukn ukn ukn ukn ukn ukn

BEBE

BEBE

BE

BEBE

B E

B E

BE

BE

BE

BE

BEBEBEBEBEBEBEBEBEBE

BEBEBEBEBEBE

B E

B E

B E

B E

B E

B E

BE

BE

BE

B E

B E

BE

BE

BEBEBEBEBEBEBEBE

BE

BEBE

BE

BE

B E

B E

B E

BE

BE

BE

BE

BE

BE BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BEBE

BE

BE

B E

B E

B E

B E

B E

AMECFW Nail: TRAVERSE

Elevation =88.64

WPB

TRNF

TRNF

MH

FFE: 89.3

34" Oak

20" Oak

18" Oak

18" Oak

20" Oak

WPB

24" Oak

H

Y D

BE

BE

BE

BE

BE

BE

B G

V

B G

V

B G

V

B G

V

BE BE

BE

BE

BE

SRVC

SRVC

ukn ukn

TRNF

TRNF

EFFLUENT PUMPING

STATION

ELECTRICAL

BUILDING

(TO REMAIN)

EXISTING

TRANSFORMER

(TO REMAIN)

EFFLUENT PUMP

STATION

(TO REMAIN)

E

X

I S

T

I

P

H

A

L

T

R

O

A

D

M

A

I N

PROPOSED

BUILDING

FFE:89.3

30'

8'

LIMITS OF WORK

PROPOSED 5' CONCRETE

SIDEWALK (TYP)

EXISTING SPEED

LIMIT SIGN

EXISTING

BOLLARD

(TYP)

EXISTING

ELECTRICAL

VAULT (TYP)

EXISTING

CONCRETE

SIDEWALK

17.8'

24'

10.3'

CONNECT TO

EXISTING SIDEWALK

CONNECT TO

EXISTING SIDEWALK

PROPOSED

BUILDING

900 SF

EXISTING

ELECTRICAL

VAULT (TYP)

CONTRACTOR

STAGING AREA

24'

EXPANSION JOINT

(TYP)

SEE FDOT DESIGN

STANDARDS 2017-18

INDEX 522-003

EQUIPMENT PAD

N:1496021.62

E:515168.81

N:1495981.62

E:515169.09

N:1495981.79

E:515193.09

N:1496021.79

E:515192.81

N:1495986.07

E:515223.05

N:1496029.66

E:515176.75

N:1496030.05

E:515222.76

N:1495985.92

E:515205.26

N:1495978.82

E:515195.34

N:1495980.94

E:515206.88

N:1495973.83

E:515196.97

N:1495979.29

E:515170.28

N:1495971.62

E:515170.34

N:1495997.07

E:515152.31

N:1495960.55

E:515151.96

N:1495971.50

E:515153.87

N:1495993.19

E:515166.01

N:1495985.14

E:515158.07

N:1495985.06

E:515146.82

N:1496060.37

E:515139.83

N:1495992.52

E:515139.26

N:1496066.27

E:515161.10

N:1496073.50

E:515159.19

N:1496067.02

E:515138.00

R

R

N:1496064.63

E:515134.55

N:1496059.66

E:515135.79

N:1496073.24

E:515163.36

N:1496068.58

E:515164.74

A/C PAD

A/C PAD

EQUIPMENT

PAD

10'

R

N:1496047.11

E:515169.09

Y

P

EARTHEN WEIR

REINFORCED WITH GEOCELL

(SEE SHEET C501 FOR DETAIL)

2'X4'X4" CONCRETE.

PER SIDEWALK DETAIL

FFE 86.5

1.5'X4'X4" CONCRETE.

PER SIDEWALK DETAIL

FFE 85.5

JWS

LOCAL OFFICE:

482 SOUTH KELLER RD

ORLANDO, FL 32810

TEL. 407.647.7275

FAX. 407.806.4500

CORPORATE OFFICE:

4030 W. BOY SCOUT BLVD

TAMPA, FLORIDA 33607

FBPR CERTIFICATE OF

AUTHORIZATION NO.24

www.atkinsglobal.com

SHEET NO.

REV.

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PROJECT ENG:

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100061852

S I T

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N

C200

0 10' 20'

FULL SCALE: 1"=10'

HALF SCALE: 1"=20'

B

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96.00

LIMITS OF WORK

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED CONTOUR LINE

EXISTING CONTOUR LINE

GRADE BREAK LINE

PROPOSED SURFACE FLOW

LEGEND

HP

KEYNOTES

MATCH EXISTING PAVEMENT/SIDEWALK GRADE

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

BE

B E

B E

B E

B E

B E

B E

RW

R W

R W

R W

R W

RW

RW

BE

BE

BE

BE

B E

B E

B E

B E

B E

B E

BE BE

BE

B E

B E

B E

B E ukn ukn ukn ukn ukn ukn

BEBE

BEBE

BE

BEBE

B E

B E

BE

BE

BE

BE

BEBEBEBEBEBEBEBEBEBE

BEBEBEBEBEBE

B E

B E

B E

B E

B E

B E

BE

BE

BE

B E

B E

BE

BE

BEBEBEBEBEBEBEBE

BE

BEBE

BE

BE

B E

B E

B E

BE

BE

BE

BE

BE

BE BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BE

BEBE

BE

BE

B E

B E

B E

B E

B E

AMECFW Nail: TRAVERSE

Elevation =88.64

TH1 HUB

Elevation =89.28

TH2 HUB

Elevation =89.10

WPB

TRNF

TRNF

MH

FFE: 89.3

WPB

H

Y D

BE

BE

BE

BE

BE

BE

B G

V

B G

V

B G

V

B G

V

BE BE

BE

BE

BE

SRVC

SRVC

ukn ukn

89 88

88 89

90 90

89 88 88

TRNF

TRNF

EFFLUENT PUMPING

STATION

ELECTRICAL

BUILDING

(TO REMAIN)

EXISTING

TRANSFORMER

(TO REMAIN)

EFFLUENT PUMP

STATION

(TO REMAIN)

E

X

I S

T

I

P

H

A

L

T

R

O

A

D

M

A

I N

PROPOSED

BUILDING

FFE:89.3

89.2089.20

89.2089.20

89.05

89.15

89.15

88.40

88.65

88.31

88.56

88.40

88.31

88.70

89.00

89.20

89.00

89.90

89.90

85.50

85.50

89.00

89.00

EARTHEN WEIR

REINFORCED WITH GEOCELL

INV: 87.12

(SEE SHEET C500 FOR

CROSS-SECTION)

29 LF-12"x18" ERCP

CLASS III

CONST. SIDE DRAIN MES

FDOT PLAN 430-022

FL 86.00

CONST. SIDE DRAIN MES

FDOT PLAN 430-022

FL 87.20

A

A

B

B

3" PVC ORIFICE

INV. 86.00

(SEE DETAIL ON SHEET C500)

3" PVC ORIFICE

INV. 85.70

(SEE DETAIL ON SHEET C500)

3" PVC @ 1.0% MIN.

JWS

LOCAL OFFICE:

482 SOUTH KELLER RD

ORLANDO, FL 32810

TEL. 407.647.7275

FAX. 407.806.4500

CORPORATE OFFICE:

4030 W. BOY SCOUT BLVD

TAMPA, FLORIDA 33607

FBPR CERTIFICATE OF

AUTHORIZATION NO.24

www.atkinsglobal.com

SHEET NO.

REV.

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100061852

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FULL SCALE: 1"=10'

HALF SCALE: 1"=20'

B

ID

S E

T

/2

482 SOUTH KELLER RD

ORLANDO, FL 32810

TEL. 407.647.7275

FAX. 407.806.4500

CORPORATE OFFICE:

4030 W. BOY SCOUT BLVD

TAMPA, FLORIDA 33607

FBPR CERTIFICATE OF

AUTHORIZATION NO.24

www.atkinsglobal.com

SHEET NO.

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SCALE:

CONCRETE (3000 PSI)

WITH LIGHT BROOM

FINISH

8" SUBGRADE COMPACTED TO MIN DENSITY

OF 95% MODIFIED PROCTOR MAXIMUM DRY

DENSITY (ASTM D-1557, AASHTO T-180)

EXISTING COMPACTED SOIL

W

6"

2.0% MAX.

NOTES:

1. SAWCUT CONTROL JOINTS @ 5' O.C.

2. CONTRACTOR TO INSTALL EXPANSION JOINT

AT PROPOSED AND EXISTING SIDEWALKS.

3. CONTRACTOR TO INSTALL EXPANSION JOINT

AT PROPOSED SIDEWALK AND BUILDING.

4. SIDEWALK SLAB THICKNESS = D = 4"

5' CONCRETE SIDEWALK

SIDEWALK DETAIL

SCALE:

NTS

SINGLE-COMPONENT

POLYURETHANE SEALANT 3/4"

THICK

CLOSED CELL SEMI-RIGID

PLASTIC JOINT FILLER

D

1/2"

1/4"

D/4

D

EXPANSION JOINT

CONTROL JOINT

CONCRETE JOINT DETAILS

D

CROSS-SECTION A-A

N.T.S

10' 15.6' VARIES 4.5' VARIES

4:1 SLOPE

EARTHEN WEIR

INV.: 87.12

ELEV: 86.00

ELEV: 89.70

PROPOSED

DRIVEWAY

12'

4:1 SLOPE

4:1 SLOPE

ELEV: 87.12

ELEV: 89.00

7.4'21.5' VARIESVARIES

S L O

P E

V A

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IE

S

S L O

P E

V A

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IE

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CROSS-SECTION B-B

N.T.S

" CONTRACTION JOINT

T

Y P

6" X 6" #10 MESH

NOTE:

1. 4000 PSI CONCRETE SPECIFIED

3" ORIFICE DETAIL

N.T.S

PLAN

SECTION

EARTHEN WEIR

" CONTRACTION JOINT

CONCRETE

APRON

T.O.B. ELEV: 89.00

12" STABILIZED & COMPACTED SUBGRADE

TO A MIN. DENSITY OF 98% OF THE MAX.

DENSITY VALUE AS DETERMINED BY

AASHTO T-180 (MODIFIED) MIN. LBR=40

12" 12"

7.4'

GEOCELL

(SEE SHEET C501 FOR DETAIL)

GEOCELL

(SEE SHEET C501 FOR DETAIL)

3" PVC ORIFICE

3" PVC ORIFICE

INV = 86.00

3" PVC ORIFICE

INV = 85.70

1.5'

85.5

4:1 SLOPE

3" PVC TEE

3" PVC @ 1.0% MIN.

POND BOTTOM @ 86.00

2'

1.5'X4'X4" CONCRETE.

PER SIDEWALK DETAIL

POND SIDE

SLOPE

3" PVC @ 1.0% MIN.

4:1 SLOPE

2'

85.70

DRIVEWAY DETAIL

N.T.S

INV. = 86.00

3" PVC @ 1.0%

2'X4'X4" CONCRETE.

PER SIDEWALK DETAIL

FIBER REINFORCED PER

THE SPECIFICATIONS

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482 SOUTH KELLER RD

ORLANDO, FL 32810

TEL. 407.647.7275

FAX. 407.806.4500

CORPORATE OFFICE:

4030 W. BOY SCOUT BLVD

TAMPA, FLORIDA 33607

FBPR CERTIFICATE OF

AUTHORIZATION NO.24

www.atkinsglobal.com

SHEET NO.

REV.

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Geocell GS Fixing Pin

Scale : N.T.S.

Notes:

The cellular system is normally suitable for slopes up to 45 deg. (1:1 Slope)

Slope Direction

Geocell GS Cellular Confinement System: Typical Pinning Diagram

Scale : N.T.S.

Geocell GS Cellular Confinement System: Typical Slope Construction Profile

Scale : N.T.S.

Note 1: Where weak and / or erosive conditions exist, these must be improved prior to placement of Geocell. Level the existing surface prior to applying Geocell.

Note 2: Use additional pins/pegs to secure as needed.

Note 3: For gravel applications, a

Note 4: After Geocell has been anchored in place, in-filling of the cells may be carried out. For general convenience, it is advisable to fill from the edge inward, or from the toe (bottom) of slope upward. Aggregate may be compacted into place using an appropriate method which will not damage the fabric of Geocell.

Note 5: Ensure Geocell is completely covered, prolonged exposure to sunlight will effect the products longevity.

Note 6: Do Not drive on surface prior to filling with crushed aggregate

Note 7: Advice on suitability for specific applications including the use of a geogrid layer is available from Polymer Group Inc.'s technical team.

DESIGN NOTES:

Cell Wall Tensile Strength: 20.7 kN/m - Cell Wall Permeability: 45 l/m.sec - Material: 70% Polypropylene & 30% Polyethylene

1:1 or 45° (Light Vehicle Load Capacity)

No.

Slope Recommendation (Typ.)

10.39In

Cell Length (Nominal)

14No.

Number of Cells in Width (W)

44No.

Number of Cells in Length (L)

9.84Ft

Panel Width (Nominal)

19.69Ft

Panel Length (Nominal)

6In

Cell Depth

10InCell Nominal Diameter

250/150Unit of Measurement

Physical Properties

Table 1 : Geocell Cellular Confinement System Product Specifications

4" or 6"

(Table 2)

10" typ.

Geocell Cellular Confinement System

(see Table 1)

Fixing Pins Installed on Downslope Side of Geotextile Wall (see Table 2 & Detail 1)

Existing Soil Profile

150 / PanelEa.22"x4"x0.32"dia.Steel Rod

Fixing Pins

Installation (Recommended)Qty/Pack

SizeMaterialProduct

Table 2 : Geocell Cellular Confinement System Fixing Pins

23'

Geocell Cellular Confinement System

(see Table 1)

3'

16.4'

Geocell .3" dia. Fixing Pins (seeTable 2

& Detail 3) Tension Cellular Confinement System and Anchor Panels in Place during the filling process

Gravel (see Note 5)

2"

Geocell .32" dia. Steel Rebar Fixing Pin

(see Table 2)

Fixing Pins remain after Geocell are filled

1'-9"

3'

10"

10"

Fixing Pin Head Oriented over

Geocell Wall (see Detail 2)

Gravel meeting the retirements of FDOT

Section 907 Coarse Aggregate, of the

Standard Specifications for Road and

Bridge Construction, Latest Edition.

Type D-2 Geo-textile Fabric, installed and meting the requirements of FDOT

Section 985 Geosynthetic Materials, of the Standard Specifications for Road and Bridge Construction, Latest

Edition.

Typar Geocell GS 250/150 or owner approved equivalent.

suitable geotextile, such asType D-2 Geo-textile Fabric, installed and meeting the requirements of FDOT Section 985 Geosynthetic Materials, of the Standard Specifications for Road and Bridge Construction, Latest Edition.

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STRUCTURAL GENERAL NOTES

GENERAL STRUCTURAL CRITERIA

1. STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE

ONCE IN SERVICE. NO CONSIDERATION FOR STABILITY AND SHORING

IS ASSUMED BY THE ENGINEER DURING THE BUILDING PROCESS. IT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE

STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENTS BY

DETERMINING AND IMPLEMENTING ERECTION PROCEDURES AND

SEQUENCE OF CONSTRUCTION. THIS INCLUDES TEMPORARY

BRACING AND SHORING AS WELL AS SOIL STABILIZATION AND

PROTECTIVE MEASURES FOR ADJACENT EXISTING CONSTRUCTION.

2. STRUCTURAL DRAWINGS SHALL BE UTILIZED CONCURRENTLY WITH

DRAWINGS OF OTHER DISCIPLINES TO CONSULT INFORMATION NOT

EXPLICITLY INDICATED ON STRUCTURAL DRAWINGS.

3. CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS

PRIOR TO PROCEEDING WITH PROCUREMENT OF MATERIALS AND

LABOR, FABRICATION, AND CONSTRUCTION WORK. WHERE

DISCREPANCIES EXIST, NOTIFY ENGINEER OF SUCH DISCREPANCIES

IN WRITING VIA A REQUEST FOR INFORMATION / INTERPRETATION

(RFI) BEFORE PROCEEDING WITH THE WORK IN THE AFFECTED AREA

IN QUESTION.

4. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED,

OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY

STRUCTURAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ANY AND ALL COSTS INCURRED BY STRUCTURAL ENGINEER FOR

REVIEW OF SUCH DEVIATIONS AND IMPLEMENTATION OF

APPROPRIATE SOLUTIONS.

5. PRIOR TO COMMENCING WORK, THE GENERAL CONTRACTOR SHALL

BE RESPONSIBLE FOR REVIEWING AND COORDINATING WITH THE

SUB-CONTRACTORS WORK INDICATED ON STRUCTURAL DRAWINGS

WITH DRAWINGS OF OTHER DISCIPLINES.

6. THE STRUCTURAL DRAWINGS ARE REPRESENTATIVE OF THE

FINISHED STRUCTURE. THE STRUCTURAL ENGINEER SHALL NOT BE IN

RESPONSIBLE CHARGE AND CONTROL OF CONSTRUCTION MEANS,

METHODS, PROCEDURES AND CONSTRUCTION TECHNIQUES, AND

JOBSITE SAFETY. THIS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

7. THE STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS HAVING

CONTROL, CHARGE, AND RESPONSIBILITY FOR THE ACTS AND

OMISSIONS AND FOR FAILURE OF THE CONTRACTOR, SUB-

CONTRACTOR, AND OTHER PERSONS PERFORMING THE WORK TO

CARRY OUT SUCH WORK IN ACCORDANCE WITH THE STRUCTURAL

DRAWINGS AND COLLECTIVE CONTRACT DOCUMENTS.

8. PERIODIC SITE OBSERVATION BY THE STRUCTURAL ENGINEER AND

HIS / HER REPRESENTATIVES IS SOLELY FOR THE PURPOSE OF

DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN

GENERAL ACCORDANCE WITH THE STRUCTURAL DRAWINGS AND

SPECIFICATIONS. THIS LIMITED SITE OBSERVATION SHALL NOT BE

CONSTRUED AS AN INSPECTION, EXHAUSTIVE, OR CONTINUOUS

OBSERVATION TO VERIFY THE QUALITY AND QUANTITY OF THE WORK.

DESIGN CRITERIA

1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH:

FLORIDA BUILDING CODE 2017 EDITION 6 AS ADOPTED AND

SUPPLEMENTED BY LOCAL REGULATIONS AND ASCE 7-10 MINIMUM

DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

2. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR DIMENSIONS AND

ELEVATIONS NOT INDICATED ON STRUCTURAL DRAWINGS. NOTIFY

ENGINEER OF DISCREPANCIES PRIOR TO EXECUTION OF WORK.

3. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS,

WALLS AND ROOFS WITH DRAWINGS OF OTHER DISCIPLINES.

4. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR MATERIALS,

COMPONENTS, AND CONNECTIONS NOT SHOWN HEREIN, AND FOR

ANCHORED, SUPPORTED AND EMBEDDED ITEMS WHICH AFFECT THE

STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH

EQUIPMENT PURCHASED.

5. NO PROVISIONS HAVE BEEN MADE FOR FUTURE VERTICAL AND/OR

HORIZONTAL ADDITIONS, MODIFICATIONS, AND/OR EXPANSIONS

EXCEPT AS SHOWN ON THE STRUCTURAL DRAWINGS.

6. STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE DESIGN OF

PREFABRICATED STAIRS, HANDRAILS, CURTAIN WALL / WINDOW WALL

SYSTEMS, COLD-FORMED STEEL FRAMING, OR OTHER SYSTEMS

DELEGATED OR NOT SHOWN IN THE STRUCTURAL DRAWINGS. SUCH

SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY

OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

7. REFERENCED DATUM FOR THE PROJECT SHALL BE TAKEN AS 0'-0"

ESTABLISHED FROM SLAB ON GRADE FINISH FLOOR. VERIFY ACTUAL

ELEVATIONS WITH CIVIL DRAWINGS.

ELECTRICAL ROOM

GRAVITY LOADS

LOCATION

UNIFORM

DEAD LOAD

(PSF)

CONC.

DEAD LOAD

(LBS)

UNIFORM

LIVE LOAD

(PSF)

200 --- 80

CONC.

LIVE LOAD

(PSF)

ROOF 20 --- 20 ---

DESIGN LOADING

ULTIMATE DESIGN WIND SPEED: Vult

RISK CATEGORY

WIND EXPOSURE

INTERNAL PRESSURE COEFFICIENT (ENCLOSED)

WIND LOADS

149 MPH

III

C

±0.18

EQUIVALENT ALLOWABLE WIND SPEED: Vasd 116 MPH

CAST-IN-PLACE CONCRETE

1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

FOLLOWING CODES AND STANDARDS (LATEST EDITIONS):

A. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE."

2. CONCRETE SHALL BE NORMAL WEIGHT UNO AND SHALL CONFORM TO

ASTM C-94 IN ADDITION TO THE FOLLOWING:

A. PORTLAND CEMENT SHALL MEET ASTM C-150 TYPEI/II.

B1. AGGREGATES FOR SLAB ON GRADE SHALL MEET ASTM C-33

(1" MAX).

B2. AGGREGATES ELSEWHERE SHALL MEET ASTM C-33 (3/4" MAX).

C. AIR ENTRAINING AGENT SHALL MEET ASTM C-260.

D. WATER REDUCING AGENT SHALL MEET ASTM C-494.

E. CALCIUM CHLORIDE SHALL NOT BE USED IN THE MIX.

G. CURING COMPOUND SHALL MEET ASTM C309 TYPE 1 UNO.

3. CONCRETE SHALL HAVE THE MINIMUM ULTIMATE COMPRESSIVE

STRENGTH AT 28 DAYS AS INDICATED BELOW. MIX DESIGNS SHALL BE

APPROVED BY THE ENGINEER BEFORE USE.

CONCRETE MIX REQUIREMENTS

COMPONENT 28-DAY STRENGTH

4,000 PSI

4. FLY ASH, SUBSTITUTING FOR CEMENT, SHALL NOT EXCEED 25% BY

WEIGHT.

5. FOR MASS CONCRETE PLACEMENT AS DEFINED BY ACI 207 FLY ASH,

SUBSTITUTING FOR CEMENT, SHALL NOT EXCEED 30% BY WEIGHT.

6. REINF BARS USED IN CONCRETE SHALL BE GRADE 60 KSI

DEFORMED BAR CONFORMING TO ASTM SPECIFICATION A-615.

REINFORCEMENT SHALL BE RUST,OIL, AND SCALE FREE AND SHALL

BE PLACED AND BENT IN ACCORDANCE WITH THE REFERENCED

STANDARDS INDICATED IN NOTE 1 OF THIS SECTION. SHOP DWGS

FOR REINFORCEMENT LAYOUT, DETAILING, AND PLACING SHALL BE

APPROVED BY THE STRUCT ENGINEER PRIOR TO FABRICATION, SITE

DELIVERY, AND INSTALLATION.

7. WELDED WIRE FABRIC TO BE USED FOR CONCRETE REINFORCEMENT

WHERE INDICATED SHALL CONFORM TO ASTM A-185 AND SHALL BE

FURNISHED IN FLAT SHEETS (RATHER THAN ROLLS). FABRIC SHALL BE

SUPPORTED ON CHAIRS TO MAINTAIN THE PROPER LOCATION WITHIN

THE CONCRETE AND SHALL BE PLACED IN ACCORDANCE WITH THE

REFERENCED STANDARDS INDICATED IN NOTE 1 OF THIS SECTION.

MINIMUM LAP SHALL BE TWO PANELS.

8. CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI STANDARDS

THE CONTRACTOR SHALL BEGIN CONCRETE CURING IMMEDIATELY

AFTER FINISHING OPERATIONS ARE COMPLETED.

9. CONCRETE ADMIXTURES SHALL BE UTILIZED ONLY WITH PRIOR

APPROVAL FROM THE STRUCT ENGINEER.

10. CONCRETE ADDITIVES SHALL BE COORDINATED BY THE

CONTRACTOR TO INSURE COMPATIBILITY WITH FLOOR COVERINGS,

EXPOSED, POLISHED, AND STAINED FINISHES AS SPECIFIED BY THE

ARCH.

11. CONCRETE TESTING SHALL BE REQUIRED FOR CIP CONCRETE

ELEMENTS AND SHALL BE PERFORMED BY A QUALIFIED,

INDEPENDENT TESTING LAB. MINIMUM TESTING SHALL BE FOR SLUMP

IN ACCORDANCE WITH ASTM C143 AND FOR COMPRESSIVE STRENGTH

IN ACCORDANCE WITH ASTM C39.

12. COMPRESSIVE STRENGTH TESTING SHALL BE CONDUCTED FOR EACH

CLASS, FOR EVERY FIFTY CUBIC YARDS OF CONCRETE PLACED PER

DAY. PLACEMENTS LESS THAN FIFTY CUBIC YARDS SHALL ALSO BE

TESTED PER DAY FOR EACH CLASS. A MINIMUM OF FOUR LAB-CURED

AND SIX FIELD-CURED CYLINDERS SHALL BE COLLECTED. TWO

CYLINDERS SHALL BE KEPT IN RESERVE AND TESTED, IF NECESSARY,

WITH PRIOR APPROVAL FROM THE STRUCT ENGINEER.

13. MIX DESIGN SUBMITTALS SHALL BE SENT TO THE STRUCT

ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONCRETE

PLACEMENT AND SHALL BE UNIQUELY IDENTIFIED WITH MIX NUMBER

AND EXACT LOCATION WHERE MIX WILL BE PLACED ON THE

STRUCTURE. SUBMITTALS SHALL INCLUDE DATA FROM RECENT FIELD

AND LAB CYLINDER TESTS AND STATISTICAL, TESTED BACK-UP DATA

PER ACI 318.

14. CONCRETE TICKETS FOR CONCRETE MIXES DELIVERED TO THE SITE

SHALL IDENTIFY THE EXACT TIME THAT THE MIX IS BATCHED.

CONCRETE PLACEMENT SHALL OCCUR WITHIN ONE AND A HALF

HOURS FROM THE TIME THE PROPORTIONED MIXING WATER IS

ADDED TO THE MIX FOR PLACEMENT. MIXES SHALL BE DISCARDED IF

THIS TIMEFRAME IS EXCEED. IT SHALL BE THE RESPONSIBILITY OF THE

INDEPENDENT TESTING LAB TO ASSURE COMPLIANCE WITH PLACING

TIME AND TO NOTIFY THE CONTRACTOR AND OWNER OF NON-

COMPLIANCE.

15. CONCRETE FORMS SHALL NOT BE STRIPPED UNTIL CONCRETE HAS

ATTAINED A MINIMUM 70% OF THE SPECIFIED 28-DAY COMPRESSIVE

STRENGTH AS INDICATED BY TESTING SAMPLES.

16. LAP SPLICE LENGTHS SHALL BE A MINIMUM OF 48 BAR DIA UNO.

17. CONCRETE CLEAR COVER OVER REINF SHALL BE IN

ACCORDANCE WITH ACI 318 AS LISTED BELOW, UNLESS NOTED

OTHERWISE.

LOCATION CLEAR COVER

CAST AGAINST EARTH 3"

EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2"

EXPOSED TO EARTH OR WEATHER #5 AND SMALLER 1 1/2"

SLABS AND WALLS NOT EXPOSED TO WEATHER 3/4"

BEAMS AND COLUMNS NOT EXPOSED TO WEATHER 1 1/2"

SLABS ON GRADE (COVER FROM TOP OF SLAB) 1 1/2"

18. VERT AND HORIZ REINF INDICATED ON THE DWGS SHALL BE

DOWELED OUT OF THE FOUNDATION OR THE ELEMENT WHERE THE

REINF ORIGINATES, (SLAB BEAM, THE BEAM, WALL, ETC.) UTILIZING AN

ACI STANDARD HOOK EMBEDDED TO DEVELOP THE FULL ULTIMATE

TENSILE STRENGTH OF THE BAR.

19. FORMWORK REMOVAL IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. REMOVE FORMS IN SUCH A MANNER AS TO INSURE

JOB SAFETY AND TO PREVENT DAMAGE TO, AND CREEP DEFLECTION

OF THE STRUCTURE.

20. IMMEDIATELY AFTER REMOVAL OF FORMS, REPAIR HONEYCOMBED

OR DEFECTIVE AREAS WITH HIGH STRENGTH CEMENT GROUT. GROUT

SHALL BE APPROVED BY THE STRUCT ENGINEER. WHEN REINF IS

VISIBLE IN DEFECTIVE AREA, CONTACT THE STRUCT ENGINEER

IMMEDIATELY.

SLAB-ON-GRADE 4,000 PSI

PRECAST 5,000 PSI

FOUNDATION

EXISTING STRUCTURE

1. INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE

DRAWINGS WAS TAKEN FROM THE FOLLOWING:

PREPARED BY: THIGPEN & TREON INC

ENTITLED: SOUTHWEST ORANGE COUNTY, REGIONAL WASTEWATER

TREATMENT PLANT

DATE: JUNE 1989

2. WORK SHOWN ON THESE DRAWINGS 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

NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR

CONFLICTS.

DEMOLITION NOTES

1. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY

SCAFFOLDING, PLATFORMS, BARRICADES, RAILINGS, SCREENING,

ETC. NECESSARY TO PROTECT EXISTING FACILITIES, STRUCTURES

AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE NEW

CONSTRUCTION, AS WELL AS FOR JOB SAFETY. JOB SAFETY,

CONSTRUCTION AND DEMOLITION PROCEDURES ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS

REQUIRED TO TAKE ALL PRECAUTIONS TO MINIMIZE VIBRATION,

NOISE, DUST AND DEBRIS IN ALL AREAS ADJACENT TO AREAS OF

DEMOLITION.

2. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE OWNER

FOR THE TEMPORARY SUSPENSION OF USE OF ANY FACILITY OR

PORTION THEREOF, AND THE ASSOCIATED BARRICADING

REQUIREMENTS WITHIN A MINIMUM OF 7 DAYS PRIOR TO

COMMENCING WORK.

3. THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A

MANNER, WHICH WILL NOT CONFLICT WITH ANY OPERATION, WHICH

IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT,

UNTIL SUCH OPERATION IS SCHEDULED TO BE SHUT DOWN.

4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH OWNER FOR

THE TEMPORARY SUSPENSION OF USE OF ANY UTILITY SYSTEM, A

MINIMUM OF 3 DAYS PRIOR TO COMMENCING WORK.

5. AT ALL LOCATIONS WHERE NEW CONSTRUCTION WILL INTERFACE

WITH EXISTING ELEMENTS, CUT THROUGH EXISTING STRUCTURE IN

STRAIGHT AND TRUE LINES TO INSURE A NEAT INTERFACE.

6. AT ALL LOCATIONS WHERE THE DEMOLITION OF A CONCRETE

MEMBER LEAVES THE ENDS OF REINF STEEL EXPOSED, PROVIDE THE

FOLLOWING:

A. CHIP CONCRETE FROM AROUND THE STEEL TO A DEPTH OF 1”.

B. CUT OFF REINF STEEL NOT LESS THAN 3/4” BELOW THE

CONCRETE SURFACE.

C. FILL THE CAVITY FLUSH WITH A HIGH MODULUS GEL EPOXY.

7. BEFORE DEMOLISHING ANY STRUCT ELEMENT, INSTALL ALL

REQUIRED TEMPORARY AND/OR PERMANENT BRACING AND

SUPPORTS.

8. PROVIDE TEMPORARY CLOSURE OF ALL ROOF FASCIA, WALL AND

OTHER OPENINGS TO PROTECT BUILDING FROM EXPOSURE TO

UNDESIRABLE ELEMENTS UNTIL NEW CONSTRUCTION IS

WEATHERPROOFED, AT WHICH TIME SUCH TEMPORARY

CONSTRUCTION SHALL BE REMOVED. ALL TEMPORARY EXTERIOR

WALLS THAT ARE SUBJECT TO WIND LOADS ARE TO BE DESIGNED BY

A DELEGATED ENGINEER.

9. UPON COMPLETION OF NEW CONSTRUCTION UNDER EACH PHASE,

ALL DEMOLISHED AREAS SHALL BE RESTORED TO ACCEPTABLE

USAGE ACCORDING TO THE CONTRACT DOCUMENTS AS DETERMINED

BY THE ENGINEER.

10. REMOVE COMPLETELY FROM THE SITE AND LEGALLY DISPOSE ALL

DEBRIS GENERATED BY THE DEMOLITION WORK AS THE WORK

PROGRESSES. STOCKPILING OF DEBRIS AND BURNING OF DEBRIS

ON THE PREMISES IS STRICTLY PROHIBITED.

MISCELLANEOUS

1. CONTRACTOR SHALL SUPPLY ALL ITEMS FOR ATTACHING MECHANICAL

AND ELECTRICAL EQUIPMENT TO THE BUILDING STRUCTURE TO

RESIST ALL LOADS INCLUDING WIND FORCES. ATTACHMENT SHALL BE

MADE SO AS NOT TO OVERSTRESS STRUCTURAL MEMBERS.

COORDINATE THE ATTACHMENTS AND LOCATIONS OF THE EQUIPMENT

WITH THE STRUCTURAL SHOP DRAWINGS. REFER TO THE

MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

2. SUBSTITUTION OF EXPANSION ANCHORS FOR ADHESIVE ANCHORS OR

EMBEDDED ANCHORS SHOWN ON THE DRAWINGS WILL NOT BE

PERMITTED UNLESS APPROVED BY THE STRUCTURAL ENGINEER IN

ADVANCE.

3. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SERVICES AS

PART OF THE CONSTRUCTION SCOPE OF WORK:

A. VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, OPENING

SIZES, MECHANICAL EQUIPMENT WEIGHTS PRIOR TO

STARTING WORK.

B. REMOVE ALL ABANDONED FOUNDATIONS, UTILITIES,

PIPELINES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION.

C. REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO

SUBMITTAL, NOTING CHANGES MADE WHICH DO NOT COMPLY

WITH DESIGN DRAWINGS.

D. PROVIDE TEMPORARY BRACING AND SHORING TO PREVENT

EXCESSIVE DEFLECTIONS AND DAMAGE DURING

CONSTRUCTION. DESIGN OF TEMPORARY BRACING AND

SHORING SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

E. SUPPORT OF CEILING SYSTEMS, FOLDING PARTITIONS, TOILET

PARTITIONS, COUNTERS, MISCELLANEOUS EQUIPMENT, AND

WINDOW SYSTEMS AS DEFINED IN THE ARCHITECTURAL

PLANS.

DEFLECTION CRITERIA

1. DEFLECTION CRITERIA SHALL BE IN ACCORDANCE WITH DEFLECTION

AND DRIFT LIMITS SET HEREIN.

2. THE DEFLECTION LIMITS SHALL BE COORDINATED WITH THE

ARCHITECTURAL DRAWINGS BASED ON THE MATERIALS SPECIFIED BY

THE ARCHITECT. MATERIALS THAT REQUIRE DEFLECTION CRITERIA

THAT EXCEED THE LIMITS INDICATED HEREIN PER THE

MANUFACTURER'S AND/OR ARCHITECT'S RECOMMENDATIONS SHALL

MEET THE CRITERIA RECOMMENDED BY THE MANUFACTURER AND/OR

THE ARCHITECT.

3. DEFLECTION AND DRIFT LIMITS SHALL BE THE MORE STRINGENT OF

THE RATIO OR ABSOLUTE VALUES INDICATED HEREIN.

4. THE CONSTRUCTION OF THE BUILDING AND IT'S COMPONENTS SHALL

BE CONFIGURED TO ACCOMMODATE THESE MOVEMENTS.

LIVE LOAD/WIND LOAD

TOTAL DEAD & LIVE LOAD

DEFLECTION AND DRIFT LIMITS

ROOF STRUCTURE

EXTERIOR WALLS

WALLS RECEIVING STUCCO FINISH

OTHER WALLS NOT OTHERWISE SPECIFIED

WIND LOAD

DRIFT REQUIREMENTS

L/360

L/240

L/360

L/240

H/400

RATIO

3/4"

1"

ABSOLUTE

SHOP DRAWING SUBMITTALS

1. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL STRUCTURAL

FRAMING, ELEMENTS, COMPONENTS, AND SYSTEMS INDICATED ON

THE STRUCTURAL DRAWINGS. SHOP DRAWING SUBMITTALS INCLUDE

BUT ARE NOT LIMITED TO THE FOLLOWING:

A. CONCRETE MIX DESIGNS

B. CONCRETE FOUNDATION REINFORCING

C. PRE-ENGINEERED CONCRETE BUILDING (*)

D. ANCHORAGE OF EQUIPMENT (*),(#)

SHOP DRAWING SUBMITTALS FOR ITEMS NOT LISTED ABOVE SHALL BE

SUBMITTED FOR REVIEW UPON REQUEST BY THE STRUCTURAL

ENGINEER.

ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.

ITEMS MARKED (#) SHALL BE SUBMITTED FOR ENGINEERS RECORD

ONLY.

2. SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL

ENGINEER FOR COMPLIANCE WITH DESIGN INTENT AND FOR

GENERAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.

CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS SHALL

NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE

STRUCTURAL DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR CONFORMING AND CORRELATING

QUANTITIES, DIMENSIONS, ELEVATIONS, AND LENGTHS, FOR

SELECTING FABRICATION PROCESSES, FOR SELECTING METHODS OF

CONSTRUCTION, FOR COORDINATING SUB TRADES AND FOR

PERFORMING WORK IN A SAFE MANNER.

3. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND

MARKED "APPROVED" PRIOR TO SUBMITTING THE DRAWINGS TO THE

ARCHITECT…