14-Drawings and Plans.pdf

PROJECT MAP

SCALE: 1" = 600'

SECTION, TOWNSHIP, RANGE:

S32, T47S, R42E

SITE LOCATION:

NORTH END OF NW 39TH AVE

COCONUT CREEK, FLORIDA, 33073

COORDINATES:

LAT: 26.327161, LONG: -80.177338

PROJECT OWNER

BROWARD COUNTY WATER

MANAGEMENT DIVISION

2555 WEST COPANS ROAD

POMPANO BEACH, FLORIDA 33069

PERMIT STATUS

AGENCY PERMIT No. STATUS

BROWARD COUNTY ENVIRONMENTAL RESOURCE LICENSE DF24-1206 APPROVED

BROWARD COUNTY SURFACE WATER MANAGEMENT GENERAL LICENSE GL2024-070 APPROVED

CITY OF COCONUT CREEK ENGINEERING PERMIT 22003862 APPROVED (CONTRACTOR TO SUBMIT FINAL)

CITY OF COCONUT CREEK BUILDING PERMIT CONTRACTOR TO SUBMIT

SOUTH FLORIDA WATER MANAGEMENT DISTRICT WATER USE 06-00837-W APPROVED

SOUTH FLORIDA WATER MANAGEMENT DISTRICT RIGHT-OF-WAY 06-00416-R APPROVED

SHEET INDEX

SHEET No. DESC. SHEET TITLE

01 CV COVER SHEET

02 GN-01 GENERAL NOTES, ABBREVIATIONS AND LEGEND

03 EC-01 EXISTING CONDITIONS PLANS

04 DM-01 DEMOLITION PLANS

05 - 10 C-01 THRU C-06 CIVIL PLANS, SECTIONS AND DETAILS

11 - 15 S-01 THRU S-05 STRUCTURAL PLANS, NOTES AND DETAILS

16 - 22 E-00 THRU E-06 ELECTRICAL PLANS, NOTES AND DETAILS

23 RP-01 RESTORATION PLANS

24 SW-01 STORM WATER POLLUTION PREVENTION PLANS

25 SW-02 STORM WATER POLLUTION PREVENTION NOTES AND DETAILS

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BID SET

THOMPSON & ASSOCIATES

412 S.E. 18TH STREET, FORT LAUDERDALE, FL 33316

BROWARD (954) 761.1073

MIAMI-DADE (305) 714.2510

PALM BEACH (561) 923.1668

CV

SHEET:

COUNTY COMMISSION

NAN H. RICH MAYOR, DISTRICT 1

BEAM FURR VICE MAYOR, DISTRICT 6

MARK D. BOGEN DISTRICT 2

MICHAEL UDINE DISTRICT 3

LAMAR P. FISHER DISTRICT 4

STEVE GELLER DISTRICT 5

TIM RYAN DISTRICT 7

ROBERT MCKINZIE DISTRICT 8

HAZELLE P. ROGERS DISTRICT 9

COUNTY ADMINISTRATION

MONICA CEPERO

CONSULTANT

THOMPSON & ASSOCIATES, INC. CIVIL ENGINEERING

SUB-CONSULTANTS

CRAVEN THOMPSON & ASSOCIATES, INC. MAPPING AND SURVEYING

TIERRA SOUTH FLORIDA GEOTECHNICAL ENGINEERING

SMITH ENGINEERING CONSULTANTS, INC. ELECTRICAL ENGINEERING

MUENGINEERS, INC. STRUCTURAL ENGINEERING

BROWARD COUNTY CANAL PUMP

STATION (S-45) IMPROVEMENTS

COCONUT CREEK, FLORIDA

PROJECT LIMITS

DATE:

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C

SHEETS: 16-22

JAMES F. THOMPSON, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. 54731

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES F.

THOMPSON, PE, ON THE DATE INDICATED HERE.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

DATE:

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C

SHEETS: 11-15

DATE:

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C

SHEETS: 01-10, 23-25

LARRY M. SMITH, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. 45997

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY LARRY M.

SMITH, PE, ON THE DATE INDICATED HERE.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

RICARDO A. MADRIZ, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. 68444

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY RICARDO A.

MADRIZ, PE, ON THE DATE ADJACENT TO THE SEAL.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

RMadriz Stamp

LEGEND

THE FOLLOWING NOTES AND

SPECIFICATIONS ARE FOR REFERENCE ONLY.

CONTRACTOR TO REFER TO VOLUMES 1

AND 2 FOR CONTRACT REQUIREMENTS. IF

THERE IS CONFLICTING INFORMATION,

VOLUMES 1 AND 2 PREVAIL.

APPLICABLE CODES

A. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO

THE STANDARDS AND SPECIFICATIONS OF BROWARD

COUNTY AND ALL OTHER LOCAL, STATE AND NATIONAL

CODES WHERE APPLICABLE.

B. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER

AND IN STRICT COMPLIANCE WITH ALL THE REQUIREMENTS

OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT

OF 1970, AND ALL STATE AND LOCAL SAFETY AND HEALTH

REGULATIONS.

C. ALL ELEVATIONS SHOWN ON THE CONSTRUCTION

DRAWINGS ARE BASED ON THE NORTH AMERICAN

VERTICAL DATUM OF 1988, (N.A.V.D. 1988), UNLESS

OTHERWISE NOTED.

D. THIS PROJECT IS LOCATED WITHIN THE COCONUT CREEK

LIMITS AND RIGHT-OF-WAYS OF COCONUT CREEK. ROAD

RESTORATION WILL BE COMPLETED ACCORDING TO THE

STANDARDS OF THE RIGHTS-OF-WAY OWNER.

E. PLANS SHALL COMPLY WITH ALL REQUIREMENTS OF THE

FLORIDA FIRE PREVENTION CODE, LATEST EDITION. THE

BROWARD COUNTY AMENDMENTS TO THE FLORIDA FIRE

PREVENTION CODE LATEST EDITION. N.F.P.A. 101 (LIFE

SAFETY CODE), LATEST EDITION, AND N.F.P.A. 1 (UNIFORM

FIRE CODE), LATEST EDITION.

PRECONSTRUCTION RESPONSIBILITIES

A. UPON THE RECEIPT OF THE "NOTICE TO PROCEED", THE

CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD

AND ARRANGE A PRECONSTRUCTION CONFERENCE TO

INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES,

UTILITY OWNERS AND THE ENGINEER OF RECORD.

B. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE

CALL CERTIFICATION NUMBER AND FIELD MARKINGS AT

LEAST 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION,

CALL 1-800-432-4770.

C. LOCATION OF EXISTING FACILITIES AS SHOWN ON

CONSTRUCTION DRAWINGS ARE DRAWN FROM AVAILABLE

RECORDS. THE ENGINEER ASSUMES NO RESPONSIBILITY

FOR THE ACCURACY OF THE FACILITIES SHOWN OR FOR

ANY FACILITY NOT SHOWN. THE CONTRACTOR SHALL

VERIFY THROUGH VACUUM EXCAVATION & TEST HOLE

METHODS, THE SIZE, MATERIAL, ELEVATIONS AND

LOCATIONS OF EXISTING FACILITIES PRIOR TO

CONSTRUCTION. IF AN EXISTING FACILITY IS FOUND TO

CONFLICT WITH THE PROPOSED CONSTRUCTION DURING

THE CONTRACTOR'S INVESTIGATION OR EXCAVATION PRIOR

TO CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE ENGINEER OF RECORD.

INSPECTIONS

A. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF

RECORD, B.C.W.M.D. PROJECT MANAGER, COCONUT CREEK

AND ANY OTHER GOVERNMENTAL AGENCIES HAVING

JURISDICTION AT LEAST 24 HOURS PRIOR TO BEGINNING

CONSTRUCTION AND PRIOR TO THE INSPECTION/TESTING

OF THE FOLLOWING ITEMS, WHERE APPLICABLE:

1. CLEARING AND FILLING 6. LIMEROCK BASE

2. MECHANICAL 7. LANDSCAPING

3. ELECTRICAL & SCADA 8. SUBSTANTIAL

SYSTEMS COMPLETION

4. ASPHALTIC CONCRETE 9. FINAL COMPLETION

5. SUBGRADE

SHOP DRAWINGS

A. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP

DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY

THE ENGINEER OF RECORD FOR THE FOLLOWING: PUMP

STATION EQUIPMENT, VALVES, PIPE MATERIAL AND ALL

REQUIRED ACCESSORIES. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS

IF REQUIRED.

TEMPORARY FACILITIES

A. GENERAL:

1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

ARRANGE FOR OR SUPPLY TEMPORARY WATER

SERVICE FROM THE CITY OF COCONUT CREEK,

SANITARY FACILITIES AND ELECTRICITY.

B. TRAFFIC REGULATION:

1. MAINTENANCE OF TRAFFIC IN THE PUBLIC

RIGHTS-OF-WAY SHALL BE IN ACCORDANCE WITH THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(M.U.T.C.D.) AND FDOT. A MAINTENANCE OF TRAFFIC

PLAN MUST BE APPROVED BY THE CORRESPONDING

ENTITY HAVING JURISDICTION OVER THE

RIGHTS-OF-WAY BEFORE STARTING WORK IN THE

PUBLIC RIGHTS-OF-WAY.

2. ALL OPEN TRENCHES AND HOLES ADJACENT TO

ROADWAYS OR WALKWAYS SHALL BE PROPERLY

MARKED AND BARRICADED TO ASSURE THE SAFETY OF

BOTH VEHICULAR AND PEDESTRIAN TRAFFIC.

3. NO TRENCHES OR HOLES NEAR WALKWAYS, IN

ROADWAYS OR THEIR SHOULDERS ARE TO BE LEFT

OPEN DURING NIGHTTIME HOURS, UNLESS IN

ACCORDANCE WITH METHODS APPROVED BY THE

ENGINEER OF RECORD AND BROWARD COUNTY

WATER MANAGEMENT DIVISION (B.C.W.M.D.).

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

MAINTAIN ALL TRAFFIC CONTROL DEVICES DURING

CONSTRUCTION AND ANY DEVICE DAMAGED DURING

CONSTRUCTION SHALL BE PROPERLY RESTORED AT

THE CONTRACTOR'S EXPENSE. ALL RESTORED TRAFFIC

CONTROL DEVICES SHALL BE IN ACCORDANCE WITH

BROWARD COUNTY TRAFFIC ENGINEERING

STANDARDS.

PROJECT COORDINATION

A. CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO

ALL DRIVEWAYS, INCLUDING THE ADIOS GOLF COURSE.

B. CONTRACTOR IS ONLY ALLOWED TO BLOCK THE CANAL

FROM THE BEGINNING OF MARCH TO THE END OF MAY.

C. A CANAL BY-PASS SYSTEM SHALL BE AVAILABLE TO ENSURE

DRAINAGE CAPABILITIES WHEN NECESSARY DURING

CONSTRUCTION ACTIVITIES THAT BLOCK DISCHARGE FLOW.

D. THE CONTRACTOR SHALL SCHEDULE PAVING OPERATIONS

BETWEEN MAY 26 - JUNE 10, JULY 20 - AUGUST 4, AND

SEPTEMBER 8 - SEPTEMBER 15, 2026, WHEN THE GOLF

COURSE IS EXPECTED TO BE CLOSED. CONTRACTOR SHALL

CONFIRM THE CLOSURE DATES PRIOR TO SCHEDULING ANY

PAVING OPERATIONS.

PROJECT CLOSEOUT

A. CLEANING UP:

1. DURING CONSTRUCTION, THE PROJECT SITE AND ALL

ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT

AND CLEAN MANNER, AND UPON FINAL CLEAN-UP,

THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL

SURPLUS MATERIAL OR TRASH. THE PAVED AREAS

SHALL BE BROOM SWEPT CLEAN.

2. THE CONTRACTOR SHALL RESTORE OR REPLACE TO

ORIGINAL OR BETTER CONDITION, WHEN AND AS

DIRECTED BY THE ENGINEER OF RECORD (BUT WITHIN

THE TIME FRAME SPECIFIED IN THE CONTRACT

DOCUMENTS), ANY PUBLIC OR PRIVATE PROPERTY

DAMAGED BY THEIR WORK, EQUIPMENT, OR

EMPLOYEES, TO A CONDITION AT LEAST EQUAL TO

THAT EXISTING IMMEDIATELY PRIOR TO THE

BEGINNING OF OPERATIONS. TO THAT END, THE

CONTRACTOR SHALL DO, AS REQUIRED, ALL

NECESSARY HIGHWAY, DRIVEWAY, WALK AND

LANDSCAPING WORK. SUITABLE MATERIALS AND

METHODS SHALL BE USED FOR SUCH RESTORATION.

3. WHERE MATERIAL OR DEBRIS HAS WASHED OR

FLOWED INTO OR HAS BEEN PLACED IN WATER

COURSES, DITCHES, DRAINS, CATCH BASINS, OR

ELSEWHERE AS A RESULT OF THE CONTRACTOR'S

OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE

REMOVED AT THE END OF THE WORK, AND THE AREA

KEPT IN A CLEAN AND NEAT CONDITION.

B. ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES,

REMOVED OR DESTROYED BY THE CONTRACTOR DURING

CONSTRUCTION SHALL BE RESTORED BY A STATE OF

FLORIDA REGISTERED LAND SURVEYOR AT THE

CONTRACTOR'S EXPENSE. CONTRACTOR SHALL SUBMIT

G.I.S. SURVEY DOCUMENTATION OF RESTORED PROPERTY

MONUMENTS WITH PERMANENT REFERENCE.

C. ALL UNPAVED SURFACES DISTURBED AS A RESULT OF

CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A

CONDITION EQUAL TO OR BETTER THAN THAT WHICH

EXISTED BEFORE THE CONSTRUCTION WITH A MINIMUM

OF SOD OR ASPHALT.

D. PROJECT RECORD DOCUMENTS:

1. DURING THE DAILY PROGRESS OF THE JOB, THE

CONTRACTOR SHALL RECORD ON THEIR SET OF

CONSTRUCTION DRAWINGS THE EXACT LOCATION,

LENGTH, MATERIAL AND ELEVATION OF ANY FACILITY

NOT BUILT EXACTLY ACCORDING TO PLANS.

2. UPON COMPLETION OF THE LIMEROCK BASE

CONSTRUCTION (AND BEFORE PLACING ASPHALT

PAVEMENT, TOPSOIL/SOD, CONCRETE), THE

CONTRACTOR SHALL FURNISH THE ENGINEER OF

RECORD "AS-BUILT" PLANS FOR THESE

IMPROVEMENTS, SHOWING THE LOCATIONS AND

PERTINENT GRADES OF THE FINISHED ROCK GRADES

OF THE ROAD CROWN AND EDGES OF PAVEMENT AT

50 FOOT INTERVALS, INCLUDING LOCATIONS AND

ELEVATIONS OF ALL HIGH AND LOW POINTS AND

DESIGN GRADES DEPICTED ON THE PLANS.

3. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER

OF RECORD THREE COMPLETE SETS OF ALL "AS-BUILT"

CONTRACT DRAWINGS WITH EACH PAY REQUEST.

THESE DRAWINGS SHALL BE MARKED TO SHOW

"AS-BUILT" CONSTRUCTION CHANGES AND

DIMENSIONS, LOCATIONS, AND ELEVATIONS OF ALL

IMPROVEMENTS, SUITABLE FOR CERTIFICATION TO

REGULATORY AGENCIES. UPON FINAL COMPLETION,

CONTRACTOR SHALL SUBMIT FINAL RECORD

"AS-BUILT" SHOWING ALL IMPROVEMENTS PER

B.C.W.M.D. REQUIREMENTS AND FOR FINAL PAYMENT

QUANTITIES.

4. RECORD DRAWINGS ARE TO SHOW AS CONSTRUCTED

INFORMATION, NOT DOCUMENT CHANGES BETWEEN

THE DESIGN AND CONSTRUCTION. ANY B.C.W.M.D.

FACILITIES CONSTRUCTED IN A HORIZONTAL OR

VERTICAL LOCATION DIFFERENT (ONE-TENTH FOOT

HORIZONTAL, ONE-TENTH FOOT VERTICAL) THAN THE

DESIGN LOCATION WILL HAVE THEIR DESIGN LOCATION

ERASED AND WILL BE REDRAFTED AT THE

CONSTRUCTED LOCATION. ALL INFORMATION THAT IS

INCORRECT DUE TO CHANGES DURING CONSTRUCTION

WILL BE CORRECTED. INCORRECT INFORMATION WILL

NOT BE STRUCK THROUGH; IT WILL BE ERASED AND

REPLACED WITH THE CORRECTED INFORMATION. ANY

INFORMATION THAT IS NO LONGER RELEVANT DUE TO

CHANGES DURING CONSTRUCTION WILL BE DELETED.

DESIGN DRAWING DIMENSIONING TO OTHER EXISTING

OR PROPOSED FACILITIES WILL BE CORRECTED AS

NECESSARY.

5. RECORD DRAWINGS WILL BE A COMPLETE SET

INCLUDING COVER SHEET, INDEX (IF ONE WAS

INCLUDED IN THE APPROVED DESIGN DRAWINGS),

STANDARD DETAILS AND ANY OTHER SHEETS IN THE

APPROVED DESIGN SET.

6. SHOW ALL ABANDONED IN PLACE FACILITIES

INCLUDING THE EXTENT AND METHOD OF

ABANDONMENT.

7. SHOW ELEVATIONS TO THE NEAREST TENTH OF A

FOOT FOR:

a. ALL PROPOSED GRADES ON SOIL/SOD.

8. CONTRACTOR SHALL USE THE REQUIRED VERTICAL

AND HORIZONTAL DATUMS: NAVD 88 AND STATE

PLANE NAD 83-90 HARN, FLORIDA EAST WHEN

SHOWING ELEVATIONS.

9. SHOW ELEVATIONS TO THE NEAREST ONE HUNDREDTH

OF A FOOT FOR:

a. ALL PROPOSED GRADES ON HARD SURFACES

(CONCRETE, ASPHALT, ETC.).

b. PUMP STATION TOP OF SLAB.

c. PUMP STATION BOTTOM OF STRUCTURE.

d. PUMP STATION INFLUENT PIPE INVERT.

e. PUMP STATION DISCHARGE PIPE INVERTS.

10. COORDINATES WILL BE PROVIDED FOR:

a. CONCRETE ENTRYWAY AND PUMP STATION

HOUSING WITH ALL ABOVEGROUND FEATURES.

11. ALL "AS-BUILT" INFORMATION SHALL BE CERTIFIED BY

A FLORIDA REGISTERED LAND SURVEYOR AND

SUBMITTED ON AUTOCAD, LATEST VERSION. ALL

"AS-BUILT" DATA SHALL BE LOCATED WITH G.P.S.

12. RECORD DRAWINGS SHALL INCLUDE COLOR

PHOTOGRAPHS OF ALL CONNECTIONS TO EXISTING

INFRASTRUCTURE AS WELL AS ALL CRITICAL UTILITY

CROSSINGS AND WHERE SPECIFICALLY REQUIRED ON

THE DESIGN DRAWINGS. THE PICTURES WILL BE TAKEN

WITH A G.P.S. CAMERA THAT AUTOMATICALLY

GEOTAGS THE PICTURE. A MAXIMUM OF SIX

PHOTOGRAPHS PER SHEET IS ACCEPTABLE. EACH

PHOTOGRAPH SHALL HAVE A MINIMUM SIZE OF

8”X10”. PHOTOGRAPHS SHALL HAVE A DENSITY OF 3.0

MEGAPIXEL OR GREATER. PLOT RESOLUTION IS TO BE

MINIMUM 300 DOTS PER INCH. PHOTOGRAPHS SHALL

NORMALLY BE TAKEN FROM A POINT BETWEEN FOUR

FEET (4') AND SIX FEET (6') ABOVE THE SUBJECT

INFRASTRUCTURE AND SHALL SHOW GOOD DETAIL IN

BOTH SHADOW AND SUNLIT AREAS. INCLUDE A

MEASURING DEVICE IN THE PHOTO FOR SCALE AND

WHERE APPLICABLE TO INDICATE THE DEPTH OR

SEPARATION OF THE UTILITIES. A SYMBOL (I.E. AN

ARROW) IS TO BE USED IN THE PLAN VIEWS

INDICATING THE LOCATION AND DIRECTION OF VIEW

FOR EACH PHOTOGRAPH SUBMITTED. THE SYMBOL

MUST INCLUDE THE PHOTOGRAPH NUMBER. A

CAPTION UNDER EACH PHOTOGRAPH SHALL INCLUDE

THE FOLLOWING INFORMATION:

a. PHOTOGRAPH NUMBER

b. PHOTOGRAPH DESCRIPTION

c. DATE OF PHOTOGRAPH

d. LOCATION AND DIRECTION OF VIEW (FOR

EXAMPLE 201 NW 34 STREET LOOKING NORTH)

e. STATE PLANE COORDINATES:

ALL PHOTOGRAPHS INCLUDED IN THE RECORD

DRAWINGS WILL ALSO BE PROVIDED TO

B.C.W.M.D. IN JPEG FORMAT ON CD OR DVD

MEDIA. THE CD OR DVD WILL BE LABELED WITH

THE B.C.W.M.D. PROJECT NAME AND NUMBER.

INDIVIDUAL PHOTO FILES WILL BE NAMED USING

THE SAME PHOTOGRAPH NUMBER CONTAINED IN

THE RECORD DRAWINGS.

13. CONTRACTOR SHALL COMPLY WITH ALL THE

REQUIREMENTS REGARDING THE AS-BUILT AND

RECORD DRAWINGS IN THAT DOCUMENT.

STORM DRAINAGE NOTES

A. GENERAL:

1. THE EXISTING DRAINAGE SYSTEM SHALL BE CLEANED

AND/OR GRADED TO ENSURE PROPER FLOW

FUNCTION.

2. THE CONTRACTOR SHALL INSTALL FILTER FABRIC AT

ALL CATCH BASIN GRATES UNTIL FINAL ACCEPTANCE

OF THE STORM DRAINAGE SYSTEM.

B. CONTRACTOR MAY UTILIZE ONE OF THE FOLLOWING

MATERIALS, UNLESS OTHERWISE NOTED ON THE PLANS.:

1. ALUMINUM PIPE:

a. ALUMINUM PIPE SHALL CONFORM TO AASHTO

M196 FOR CIRCULAR CORRUGATED PIPE OF

AASHTO M211 FOR HELICALLY CORRUGATED PIPE,

AND SECTION 945, AS PER FDOT STANDARD

SPECIFICATIONS.

b. MAKE FIELD JOINTS IN (CAP) WITH BANDS

FABRICATED OF THE SAME ALLOY AS THE CULVERT

PIPE AND CONFORMING TO THE REQUIREMENTS

OF AASHTO M196.

c. GASKET THE BANDED JOINTS WITH A NEOPRENE

GASKET OF THE DESIGN INDICATED TO SECURE A

SOIL-TIGHT OR WATERTIGHT JOINT.

C. MISCELLANEOUS

1. BEDDING AND INITIAL BACKFILL OVER DRAINAGE PIPES

(EXCEPT FRENCH DRAINS) SHALL BE SAND WITH NO

ROCKS LARGER THAN 2" DIAMETER.

2. BACKFILL MATERIAL UNDER AREAS NOT TO BE PAVED

SHALL BE COMPACTED TO 95% OF THE MAXIMUM

DENSITY AS DETERMINED BY AASHTO T-99-C.

D. INSTALLATION

1. PIPE SHALL BE PLACED ON STABLE GRANULAR

MATERIAL FREE OF ROCK FORMATION OTHER FOREIGN

FORMATIONS, AND CONSTRUCTED TO UNIFORM

GRADE AND LINE.

2. BACKFILL MATERIAL SHALL BE WELL GRADED

GRANULAR MATERIAL WELL TAMPED AND PLACED IN 6

INCH (MAXIMUM) LAYERS.

3. PROVIDE A MINIMUM COVER OF 24 INCHES OVER

STORM DRAINAGE. CROSSING BY HEAVY

CONSTRUCTION VEHICLES DURING CONSTRUCTION

SHALL NOT BE ALLOWED WITH LESS THAN 24 INCHES

OF COVER.

4. THE CONTRACTOR SHALL NOTIFY THE LOCAL WATER

MANAGEMENT DISTRICT AT LEAST 24 HOURS PRIOR TO

THE START OF THE CONSTRUCTION AND INSPECTION.

5. ALL DRAINAGE SYSTEMS SHALL BE PUMPED

COMPLETELY DRY AND LAMPED AS A REQUIREMENT

OF THE FINAL DRAINAGE INSPECTION.

WATER SERVICE NOTES

4. CONTRACTOR TO USE CAUTION DURING THE

INSTALLATION OF DRAINAGE PUMPS AND MAINS. ANY

WATER SERVICE LINE DAMAGED SHALL BE REPAIRED

BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

COUNTY.

5. REPAIRS SHALL BE APPROVED BY THE CITY OF

COCONUT CREEK.

COMPACTION

1. ALL CONSTRUCTION AREAS SHOULD BE CLEARED OF

ASPHALT, FOUNDATION REMNANTS, BRUSH, STUMPS,

TOPSOIL, CONSTRUCTION DEBRIS OR OTHER

ABOVE-GROUND DEBRIS. UNDERGROUND UTILITIES

AND FOUNDATION REMNANTS, IF ANY, SHOULD BE

REMOVED WITHIN THE AREA OF THE PROPOSED

CONSTRUCTION.

2. THE SLAB AREA SHOULD THEN BE PROOFROLLED AND

COMPACTED TO A FIELD DRY DENSITY NOT LESS THAN

95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS

DETERMINED BY THE MODIFIED PROCTOR

COMPACTION TEST (ASTM D1557) TO A DEPTH OF

12-INCHES BELOW STRIPPED GRADE. IF ENGINEERED

FILL IS REQUIRED, THE FILL SHOULD BE APPROVED

INORGANIC GRANULAR SOILS OR LIMEROCK FREE

FROM DELETERIOUS MATERIALS. THE FILL SHOULD BE

PLACED IN LIFTS OF NO GREATER THAN 12 INCHES

THICK, AND EACH LIFT SHOULD BE COMPACTED TO

THE AFOREMENTIONED 95% CRITERIA.

PAVING

A. GENERAL:

1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED

AND TESTED PRIOR TO FINISHED GRADING AND

COMPACTION OF SUBGRADE.

2. WHERE ANY PROPOSED PAVEMENT IS TO BE

CONNECTED TO EXISTING PAVEMENT, THE EXISTING

EDGE OF PAVEMENT SHALL BE CLEANLY SAW CUT TO

ENSURE A PROPER JOINT.

B. MATERIALS:

1. BASE COURSE SHALL CONFORM WITH STANDARDS

AND SPECIFICATIONS OF RIGHTS-OF-WAY OWNERS.

2. ASPHALT SURFACES FOR ROADWAYS SHALL CONFORM

WITH STANDARDS AND SPECIFICATIONS OF

RIGHTS-OF-WAY OWNERS.

C. INSTALLATION:

1. INSTALLATION OF THE BASE COURSE AND WEARING

COURSE SHALL CONFORM WITH THE REQUIREMENTS

OF THE FDOT STANDARD SPECIFICATIONS.

D. TESTING:

1. THE FINISHED SURFACE OF THE BASE COURSE AND

THAT OF THE WEARING SURFACE SHALL NOT VARY

MORE THAN 1/4" FROM THE TEMPLATE AND SHALL

PROVIDE FLOW TO THE DESIGNED AREAS. (CROWN

BOARD) ANY IRREGULARITIES EXCEEDING THIS LIMIT

SHALL BE CORRECTED.

2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT

TESTING LABORATORY CERTIFIED BY THE STATE OF

FLORIDA, WHERE DIRECTED BY THE ENGINEER.

3. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY

THE OWNER EXCEPT THOSE TESTS FAILING TO MEET

THE SPECIFIED REQUIREMENTS WHICH ARE TO BE PAID

BY THE CONTRACTOR.

4. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL

BE SUPPLIED TO THE ENGINEER OF RECORD, AND

APPROVED BEFORE ANY LIMEROCK BASE IS

CONSTRUCTED.

5. DENSITY TESTS AND AS-BUILTS ON THE FINISHED

LIMEROCK BASE SHALL BE SUPPLIED TO THE ENGINEER

OF RECORD, AND APPROVED BEFORE ANY ASPHALT

PAVEMENT IS CONSTRUCTED. INCLUDING AS-BUILTS

ON PAVED SWALES AND DRIVEWAYS.

CANAL-BY-PASS

A. GENERAL:

1. CONTRACTOR SHALL SUBMIT A BY-PASS PLAN TO THE

ENGINEER OF RECORD AND BC WMD FOR APPROVAL

PRIOR TO COMMENCEMENT OF DEMOLITION AND

IMPROVEMENTS.

2. THE BY-PASS SYSTEM SHALL NOT IMPEDE ACCESS TO

ADIOS GOLF COURSE AT ANY TIME AND NO CULVERTS,

PIPES OR HOSES SHALL BE INSTALLED BELOW OR

ABOVE THE DRIVEWAY ENTRANCE.

3. THE BY-PASS SYSTEM MUST BE CAPABLE OF

CONVEYING 7,000 GPM OF FLOW OVER 60 HOURS, BY

GRAVITY. FLOW WILL VARY DEPENDING ON WEATHER

CONDITIONS. THE SYSTEM MUST MAINTAIN THE

REQUIRED HYDRAULIC CONNECTION AND DISCHARGE

CAPACITY FOR THE C-4 CANAL TO DRAIN INTO THE

HILLSBORO CANAL.

4. THE BY-PASS SYSTEM MUST MAINTAIN CAPABILITIES

TO ADJUST DISCHARGE. CONTRACTOR SHALL

COORDINATE WITH BC WMD OPERATIONS

DEPARTMENT FOR ADDITIONAL REQUIREMENTS.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

DETERMINE AND IMPLEMENT THE BEST CANAL

BY-PASS PLAN THAT IS APPROPRIATE FOR THE

PROJECT'S SITE SPECIFIC CONDITIONS FOR THE

DURATION OF THE CONSTRUCTION ACTIVITIES.

6. CONTRACTOR MAY USE THE EXISTING CONTROL

STRUCTURE IN THE BY-PASS PLAN PRIOR TO

DEMOLITION.

7. ANY AREA'S DAMAGED DURING THE IMPLEMENTATION

OR CONSTRUCTION OF THE CANAL BY-PASS SYSTEM

SHALL BE RESTORED AT NO ADDITIONAL COST TO THE

COUNTY.

8. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY

PERMITS OR APPROVALS FROM GOVERNING AGENCIES

FOR THE BY-PASS PLAN.

DEWATERING

A. GENERAL:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

DETERMINING IF DEWATERING PERMIT IS REQUIRED

FOR ANY OF THE PROPOSED CONSTRUCTION

ACTIVITIES. IF A DEWATERING PERMIT IS REQUIRED, IT

SHALL BE THE CONTRACTORS RESPONSIBILITY TO

PREPARE AND SUBMIT A DEWATERING REPORT

APPLICATION (PREPARED BY A STATE OF FLORIDA

LICENSED PROFESSIONAL ENGINEER OR A REGISTERED

PROFESSIONAL GEOLOGIST) TO ALL APPLICABLE

AGENCIES FOR PERMIT APPROVAL.

2. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE

TESTING AND MONITORING OF THE DEWATERING

OPERATIONS AND WILL BE RESPONSIBLE FOR ALL

COSTS ASSOCIATED WITH MEANS AND METHODS OF

DEWATERING WHICH WILL BE SET FORTH BY THE

DEWATERING PERMIT(S) OBTAINED BY THE

CONTRACTOR.

NPDES REQUIREMENTS

A. GENERAL:

1. AT LEAST TWO (2) DAYS PRIOR TO THE START OF

CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A

"NOTICE OF INTENT (N.O.I.) TO USE GENERIC PERMIT

FOR STORMWATER DISCHARGE FROM CONSTRUCTION

ACTIVITIES THAT DISTURB FIVE OR MORE ACRES OF

LAND" FORM (DEP FORM 62-621.300(4)(b)) TO FDEP

NOTICES CENTER.

2. THE CONTRACTOR WILL BE RESPONSIBLE FOR (1)

PREPARATION AND IMPLEMENTATION OF THE STORM

WATER POLLUTION PREVENTION PLAN (SWPPP), THE

PREPARATION OF WHICH IS REQUIRED PRIOR TO NOI

SUBMITTAL, AND (2) RETENTION OF RECORDS

REQUIRED BY THE PERMIT, INCLUDING RETENTION OF

A COPY OF THE SWPPP AT THE CONSTRUCTION SITE

FROM THE DATE OF PROJECT INITIATION TO THE DATE

OF FINAL SITE STABILIZATION.

3. A "NOTICE OF TERMINATION (N.O.T.) OF GENERIC

PERMIT COVERAGE" FORM (DEP FORM 62-621.300(6))

MUST BE SUBMITTED TO FDEP TO DISCONTINUE

PERMIT COVERAGE, SUBSEQUENT TO COMPLETION OF

CONSTRUCTION.

4. FOR ADDITIONAL INFORMATION SEE FDEP WEBSITE:

http://www.dep.state.fl.us/water/stormwater/npdes.

GRANT REQUIREMENTS

A. GENERAL:

1. CONTRACTOR TO COMPLY WITH REQUIREMENTS

INCLUDED IN THE GRANT AGREEMENT AND ITS

AMENDMENTS AS PART OF THE PROJECT

SPECIFICATIONS.

ASPH ASPHALT

BOS BOTTOM OF STRUCTURE

CB CATCH BASIN

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

DIP DUCTILE IRON PIPE

DR DRAINAGE

ELEC ELECTRICAL

ELEV ELEVATION

EOW EDGE OF WATER

EXIST EXISTING

FT FEET

HDD HORIZONTAL DIRECTIONAL DRILLING

HWE HIGH WATER ELEVATION

IE INVERT ELEVATION

LF LINEAR FEET

MWI MOVING WATER INDUSTRIES

NAVD NORTH AMERICAN VERTICAL DATUM

OE OVERHEAD ELECTRIC

PROP PROPOSED

RE RIM ELEVATION

RCP REINFORCED CONCRETE PIPE

R/W RIGHT OF WAY

STR STRUCTURE

TOB TOP OF BANK

TOE TOE OF BANK

TOP TOP OF PIPE

TYP TYPICAL

WM WATER MAIN

W/ WITH

UNK UNKNOWN

EXIST GRADE (FT-NAVD)

CONCRETE

SECTION LINE

R/W LINE

TOP OF BANK

TO BE REMOVED

RESTORATION

CHAIN LINK FENCE

EXISTING COMMUNICATIONS

GUARD RAIL

METAL FENCE

EXISTING OVERHEAD ELECTRIC

EXISTING WATER MAIN

EXISTING DRAINAGE

MAILBOX

EXISTING TREE

CATCH BASIN

WATER METER

WATER VALVE, PER SURVEY

ANCHER

WOOD POLE

TELEPHONE PEDESTAL

WOOD POST

VAULT

ELECTRICAL PULL BOX

SECURITY KEYPAD

CONSTRUCTION LIMITS

XX.XX

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

THOMPSON & ASSOCIATES

412 SE 18TH STREET, FORT LAUDERDALE, FL 33316

BROWARD (954) 761.1073

MIAMI-DADE (305) 714.2510

PALM BEACH (561) 932.1668

JAMES F THOMPSON, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. 54731

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES F

THOMPSON, PE, ON THE DATE INDICATED HERE.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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20001 GN.dwg

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BROWARD COUNTY CANAL PUMP STATION (S-45)

IMPROVEMENTS

COCONUT CREEK, FLORIDA

20001

BID SET

GENERAL NOTES, ABBREVIATIONS AND LEGEND GN-01N.T.S.

LO

14.96 14.90

14.81

14.56

14.74

14.80

14.7

14.8 14.4

14.5

14.36 14.2

14.7 14.9

14.1 14.32

14.37

14.42

14.47 14.58

14.39

.3

14.3214.38

14.41

14.45

14.52

14.51

14.39

14.38

14.44

14.53

14.63

14.66 14.53

14.31 14.15

14.12 14.13

14.10 14.17

14.22

14.41

14.32

14.31

14.47 14.45

14.24

14.51

14.65

14.66 14.55

14.71 14.73

14.64 14.37

14.57

14.82

14.89

15.4 14.7

14.1 13.2

14.56

14.6 14.2

14.44 14.42

14.69 14.41

14.3 14.6

14.2 11.7

12.0 13.9

14.8

15.0

13.8 11.5

12.6 14.9

14.9

14.6

12.2

14.9 15.0

14.7

14.36

14.63

14.39

14.19 14.0

14.5

14.5

15.0

15.1 12.4

14.4 14.18

14.1

15.72

15.75

15.43

14.86 14.90

14.94

14.99 14.93

14.83

14.71 14.55

14.5814.69

.65

.41

14.3214.61

14.64

14.71

WV

13.5713 .53

13.54 13 .59

13.54

13.56

14.7

13.8

11.6

11.8 13.4

14.7

13.02

12.98

16.9 16.9

14.9

13.3 13.4

14.3 14.8

15.1

15.0

17.3

13.6

14.9 14.9

16.2 16.8

16.3 16.2

16.1

TR21TR22

TR23

TR24

TR25

TR26

TR27

TR28

TR30

TR31

TR32

TR29

12.9

12.8

12.5 12.2

12.5

12.7 12.2

1.9

1.0

0.1 0.7

1.4

2.6

5.7 3.8

2.6

4.2 6.1

7.1

4.7

2.9

2.7

6.35.4

3.2

2.5

2.8

7.

2.2 2.8

4.4 3.2

5.1

4.7

9.1 10.1

8.8 10.1

10.1

10.210.0

10.1

10.0

10.1 10.0

10.1

10.0

10.1 10.2

9.9 10.1 10.2

10.1

10.2

10.1

17.09

17.15

16.83

16.84 16.75

16.64

16.51

W

WV

WV

WV

WV

WV

15.3

15.9

15.9 16.6

16.3

15.7

16.8

16.5

16.6 16.5

TR44

TR45TR46

TR47 TR48

TR49 TR50 TR51

TR52

TR54

TR53

CB

CATCH BASIN #457

R.E.=13.00'

I.E.= 0.41' (N) 72" RCP

I.E.= (-)0.25' (S) 66" CMP

B.O.S.= (-)0.28'

CB

CATCH BASIN #458

R.E.=13.00'

I.E.= 0.32' (N) 72" RCP

I.E.= (-)0.01' (S) 66" CMP

B.O.S.= (-)0.28'

H2O MAIN CL 16 #463

R.E.=0.00'

T.O.P.= 13.26' 16" DIP

B.O.S.=11.19'

16.78

B.M.

T101

FND NAIL & DISC

ELEV=14.61'

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

THOMPSON & ASSOCIATES

412 SE 18TH STREET, FORT LAUDERDALE, FL 33316

BROWARD (954) 761.1073

MIAMI-DADE (305) 714.2510

PALM BEACH (561) 932.1668

JAMES F THOMPSON, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. 54731

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES F

THOMPSON, PE, ON THE DATE INDICATED HERE.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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20001 EC.dwg

JL

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BROWARD COUNTY CANAL PUMP STATION (S-45)

IMPROVEMENTS

COCONUT CREEK, FLORIDA

20001

EXISTING CONDITIONS PLANS EC-011" = 10'

LO

GRAPHIC SCALE

( IN FEET )

1 INCH = FEET

3015 60

BID SET

TREE TABLE

TREE # TYPE

DIAMETER

(IN)

BUD HEIGHT

(FT)

TR19 SABAL PALM 12" BH=14'

TR20 OAK 6"

TR21 OAK 6"

TR22 OAK 6"

TR23 OAK 12"

TR24 OAK 12"

TR25 OAK 8"

TR26 OAK 4"

TR27 OAK 4"

TR28 OAK 6"

TR29 SABAL PALM 14" BH=20'

TR30 OAK 14"

TR31 YELLOW TABEBUIA 14"

TR32 SABAL PALM 24" BH=12'

TR44 SCHEFFLLERA 4"

TR45 SABAL PALM 14" BH=14'

TR46 SABAL PALM 14" BH=14'

TR47 STRANGLER FIG 10"

TR48 SABAL PALM 12" BH=18'

TR49 SABAL PALM 14" BH=22'

TR50 OAK 3"

TR51 OAK 12"

TR52 OAK 12"

TR53 UNKNOWN 4"

TR54 ARECA BAMBOO PALM 36" BH=7'

1 OAK 9"

TREE TABLE

TREE # TYPE

DIAMETER

(IN)

BUD HEIGHT

(FT)

2 OAK 8"

3 OAK 9"

4 OAK 3"

5 STRANGLER FIG 24"

6 UNKNOWN PALM 3" BH=16'

7 STRANGLER FIG 80"

8 UNKNOWN 3"

13 SABAL PALM BH=12'

15 SABAL PALM BH=20'

19 SABAL PALM BH=18'

33 OAK 36" BH=7'

14.81

14.56

14.74

14.80

14.7

14.8 14.4

14.5

14.36 14.2

14.7 14.9

14.1 14.32

14.37

14.42

14.47 14.58

14.39

.3

14.3214.38

14.41

14.45

14.52

14.51

14.39

14.38

14.44

14.53

14.63

14.66 14.53

14.31 14.15

14.12 14.13

14.10 14.17

14.22

14.41

14.32

14.31

14.47 14.45

14.24

14.51

14.65

14.66 14.55

14.71 14.73

14.64 14.37

14.57

14.82

14.89

15.4 14.7

14.1 13.2

14.56

14.6 14.2

14.44 14.42

14.69 14.41

14.3 14.6

14.2 11.7

12.0 13.9

14.8

15.0

13.8 11.5

12.6 14.9

14.9

14.6

12.2

14.9 15.0

14.7

14.36

14.63

14.39

14.19 14.0

14.5

14.5

15.0

15.1 12.4

14.4 14.18

14.1

15.72

15.75

15.43

14.86 14.90

14.94

14.99 14.93

14.83

14.71 14.55

14.5814.69

.65

.41

14.3214.61

14.64

14.71

WV

13.5713 .53

13.54 13 .59

13.54

13.56

14.7

13.8

11.6

11.8 13.4

14.7

13.02

12.98

16.9 16.9

14.9

13.3 13.4

14.3 14.8

15.1

15.0

17.3

13.6

14.9 14.9

16.2 16.8

16.3 16.2

16.1

TR21TR22

TR23

TR24

TR25

TR26

TR27

TR28

TR30

TR31

TR32

TR29

12.9

12.8

12.5 12.2

12.5

12.7 12.2

1.9

1.0

0.1 0.7

1.4

2.6

5.7 3.8

2.6

4.2 6.1

7.1

4.7

2.9

2.7

6.35.4

3.2

2.5

2.8

7.

2.2 2.8

4.4 3.2

5.1

4.7

9.1 10.1

8.8 10.1

10.1

10.210.0

10.1

10.0

10.1 10.0

10.1

10.0

10.1 10.2

9.9 10.1 10.2

10.1

10.2

10.1

17.09

17.15

16.83

16.84 16.75

16.64

16.51

W

WV

WV

WV

WV

WV

15.3

15.9

15.9 16.6

16.3

15.7

16.8

16.5

16.6 16.5

TR44

TR45TR46

TR47 TR48

TR49 TR50 TR51

TR52

TR54

TR53

CB

CATCH BASIN #457

R.E.=13.00'

I.E.= 0.41' (N) 72" RCP

I.E.= (-)0.25' (S) 66" CMP

B.O.S.= (-)0.28'

CB

CATCH BASIN #458

R.E.=13.00'

I.E.= 0.32' (N) 72" RCP

I.E.= (-)0.01' (S) 66" CMP

B.O.S.= (-)0.28'

H2O MAIN CL 16 #463

R.E.=0.00'

T.O.P.= 13.26' 16" DIP

B.O.S.=11.19' 6" PVC

4" PVC

ELEC. PANEL

ON CONC SLAB

PRM

2.1'X2.1' CONC

PILLAR (TYP)

5.5' W.F. 5.5' W.F.

5.5' W.F.

2.1'X2.1'

CONC PILLAR

(TYP)

HEDGE

ASPHALT

ASPHALT

ASPHALT

16.78

CONC

DRIVE

M.G.R.

M .G.R.

M .G

.R

DRAINAGE CONTROL

GATE (NO ACCESS)

6' C.L.F. GATE

CLUB

SIGN

B.M.

T101

FND NAIL & DISC

ELEV=14.61'

HEDGE

5.

5'

W .F

80' CANAL R/W

PB. 113, PG. 24, B.C.R.

NW 39TH AVENUE

(50' R/W)

PALM BEACH FARMS, CO. PLAT NO. 3

(PB 2, PGS 45-54, PBCR)

SOUTHERLY R/W HILLSBORO CANAL

WESTERLY R/W NW 39th AVE

EASTERLY R/W NW 39th AVE

EASTERLY R/W 80' CANAL

HEDGE

R/W

R/W

R/W R/

W

ADIOS GOLF COURSE

CLUBHOUSE MAIN ENTRANCE

HEDGE

SPT-2

SPT-1

STAFF WATER

LEVEL GAUGE

(AS-BUILT PM#1996271)

REMOVE 100 LF OF HEDGES

REMOVE EXIST

DRAINAGE STRUCTURE

REMOVE EXIST

DRAINAGE PIPES

REMOVE 7 LF

OF EXIST CURB

REMOVE 16 LF

OF EXIST CURB

MILL 1" OF EXISTING DRIVEWAY ASPHALT

REMOVE 44 LF OF HEDGES

RELOCATE STAFF WATER

LEVEL GAUGE 37' SOUTH

REMOVE 103 LF OF GUARDRAIL

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

THOMPSON & ASSOCIATES

412 SE 18TH STREET, FORT LAUDERDALE, FL 33316

BROWARD (954) 761.1073

MIAMI-DADE (305) 714.2510

PALM BEACH (561) 932.1668

JAMES F THOMPSON, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. 54731

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES F

THOMPSON, PE, ON THE DATE INDICATED HERE.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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20001 DM.dwg

JL

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BROWARD COUNTY CANAL PUMP STATION (S-45)

IMPROVEMENTS

COCONUT CREEK, FLORIDA

20001

DEMOLITION PLANS DM-011" = 10'

LO

GRAPHIC SCALE

( IN FEET )

1 INCH = FEET

105 20

BID SET

NOTES:

DURING ANY CONSTRUCTION, LAND

DEVELOPMENT, OR LOT CLEARING, THE

CONTRACTOR AND THE OWNER OF THE

PROPERTY SUBJECT TO THIS SECTION SHALL

ADHERE TO THE REQUIREMENTS WHICH

FOLLOW:

1. PLACE AND MAINTAIN PROTECTIVE

BARRIERS AROUND THE DRIP LINE OF

ALL TREES TO BE RETAINED ON THE

SITE TO PREVENT THEIR DESTRUCTION

OR DAMAGE THE PROTECTIVE

BARRIERS SHALL BE AT LEAST FOUR (4)

FEET IN HEIGHT AND CONSPICUOUSLY

COLORED TO BE SEEN EASILY BY

OPERATORS OF TRUCKS AND OTHER

EQUIPMENT. PROTECTIVE BARRIERS

SHALL BE CONSTRUCTED OF STURDY

MATERIAL (NOT FLAGGING OR

RIBBONS) AND SHALL BE INSTALLED

PRIOR TO AND DURING

CONSTRUCTION AND/OR LAND

DEVELOPMENT.

2. NOT STORE OR USE MATERIALS OR

EQUIPMENT WITHIN THE DRIP LINE OF

ANY TREE TO BE RETAINED ON SITE

UNLESS THE ACTIVITY IS BEING DONE

TO PROTECT TREES.

3. NOT DISCHARGE OR CONTAMINATE

THE SOIL WITHIN THE DRIP LINE OF

ANY TREE TO BE RETAINED ON-SITE

WITH ANY CONSTRUCTION MATERIALS

SUCH AS PAINT, OIL, SOLVENTS,

PETROLEUM PRODUCTS, ASPHALT,

CONCRETE, MORTAR, OR OTHER

MATERIALS THAT MAY CAUSE

ADVERSE IMPACTS.

4. CLEARING OF VEGETATION WITHIN

THE DRIP LINE OF TREES DESIGNATED

FOR PRESERVATION SHALL ONLY BE BY

HAND OR LIGHT RUBBER WHEELED

EQUIPMENT THAT WILL NOT DAMAGE

TREE ROOTS; SAID EQUIPMENT SHALL

BE A MAXIMUM OF FORTY-EIGHT (48)

INCHES WIDE, TIRE TO TIRE, WITH A

MAXIMUM WEIGHT OF THREE

THOUSAND FIVE HUNDRED (3,500)

POUNDS.

5. UTILIZE RETAINING WALLS AND

DRYWELLS WHERE NEEDED TO

PROTECT TREES TO BE PRESERVED

FROM SEVERE GRADE CHANGES.

6. PRUNING OF TREES TO BE PRESERVED

SHALL BE IN ACCORDANCE WITH THE

STANDARDS FOR PRUNING

ESTABLISHED BY ANSI A-300.

7. MAKE NO ATTACHMENTS, OTHER

THAN THOSE OF A PROTECTIVE AND

NONDAMAGING NATURE, TO ANY

TREE TO BE RETAINED ON THE SITE;

8. NOT CHANGE THE NATURAL GRADE

ABOVE THE ROOT SYSTEM WITHIN THE

DRIP LINE OF ANY TREE TO BE

RETAINED ON SITE UNLESS IT CAN BE

DEMONSTRATED TO THE CITY THAT IT

WILL NOT DAMAGE ANY TREE;

9. AVOID ANY ENCROACHMENTS,

EXCAVATIONS, OR SEVERE GRADE

CHANGES WITHIN THE DRIP LINE OF

PRESERVED TREES UNLESS IT CAN BE

DEMONSTRATED TO THE CITY THAT IT

WILL NOT IMPACT ANY TREE AND NOT

CAUSE SOIL COMPACTION WITHIN THE

DRIP LINE OF ANY TREE TO BE

RETAINED ON-SITE.

10. ANY TREES DESIGNATED TO BE

PRESERVED WHICH ARE DAMAGED

DURING CONSTRUCTION SHALL

PROMPTLY BE REPAIRED.

11. CONTRACTOR MAY USE THE EXISTING

CONTROL STRUCTURE IN THE BY-PASS

PLAN PRIOR TO DEMOLITION.

14.81

14.56

14.74

14.80

14.7

14.8 14.4

14.5

14.36 14.2

14.7 14.9

14.1 14.32

14.37

14.42

14.47

14.58

14.39

.3

14.3214.38

14.41

14.45

14.52

14.51

14.39

14.38 14.44

14.53

14.63 14.66

14.53 14.31

14.15 14.12

14.13 14.10

14.17

14.22

14.41

14.32

14.31

14.47 14.45

14.24

14.51

14.65

14.66 14.55

14.71

14.73

14.64

14.37

14.57

14.82

14.89

15.4 14.7

14.1 13.2

14.56

14.6 14.2

14.44 14.42

14.69 14.41

14.3 14.6

14.2 11.7

12.0 13.9

14.8

15.0

13.8 11.5

12.6 14.9

14.9

14.6

12.2

14.9 15.0

14.7 14.36

14.63

14.39

14.19 14.0

14.5

14.5

15.0

15.1 12.4

14.4 14.18

14.1

15.72

15.75

15.43

14.86

14.90

14.94

14.99 14.93

14.83

14.71 14.55

14.5814.69

.65

.41

14.3214.61

14.64

14.71

WV

13.5713 .53

13.54 13 .59

13.54

13.56

14.7

13.8

11.6

11.8 13.4

14.7

13.02

12.98

16.9 16.9

14.9

13.3 13.4

14.3 14.8

15.1

15.0

17.3

13.6

14.9 14.9

16.2 16.8

16.3 16.2

16.1

12.9

12.8

12.5 12.2

12.5

12.7 12.2

1.9

1.0

0.1

0.7

1.4

2.6

5.7 3.8

2.6

4.2

6.1

7.1

4.7 2.9

2.7

6.35.4

3.2

2.5

2.8

7.

2.2

2.8

4.4 3.2

5.1

4.7

9.1 10.1

8.8 10.1

10.1

10.210.0

10.1

10.0

10.1 10.0

10.1

10.0

10.1 10.2

9.9 10.1 10.2

10.1

10.2

10.1

W

WV

15.3

15.7

CB

CATCH BASIN #457

R.E.=13.00'

I.E.= 0.41' (N) 72" RCP

I.E.= (-)0.25' (S) 66" CMP

B.O.S.= (-)0.28'

CB

CATCH BASIN #458

R.E.=13.00'

I.E.= 0.32' (N) 72" RCP

I.E.= (-)0.01' (S) 66" CMP

B.O.S.= (-)0.28'

2.1'X2.1' CONC

PILLAR (TYP)

5.5' W.F. 5.5' W.F.

5.5' W.F.

2.1'X2.1'

CONC PILLAR

(TYP)

ASPHALT

ASPHALT

ASPHALT

CONC

DRIVE

M .G

.R

6' C.L.F. GATE

CLUB

SIGN

5.

5'

W .F

80' CANAL R/W

PB. 113, PG. 24, B.C.R.

NW 39TH AVENUE

(50' R/W)

PALM BEACH FARMS, CO. PLAT NO. 3

(PB 2, PGS 45-54, PBCR)

WESTERLY R/W NW 39th AVE

EASTERLY R/W NW 39th AVE

EASTERLY R/W 80' CANAL

HEDGE

R/W

R/W

R/W

ADIOS GOLF COURSE

CLUBHOUSE MAIN ENTRANCE

HEDGE

SPT-2

SPT-1

(AS-BUILT PM#1996271)

A

A

B

B

PROP EOW (TYP)

PROP CANAL TOB (TYP)

PROP RETENTION AREA

INSTALL 110 LF OF W-BEAM

TL-2 GUARDRAIL (TYP)

AS PER FDOT INDEX 536-001

PROP 6 LF OF 24" DIP w/ 24" FLAP GATE

MWI (OR APPROVED EQUAL)

PER DETAIL SHEET C-04

TOP = 8.50'

IE = 6.43'

PROP WEIR GATE OPENING

IE = 4.00'

PER DETAILS SHEET C-04

PROP ALUMINUM GUIDERAIL

CONTRACTOR TO SUBMIT SHOP DRAWINGS

EXTEND EXIST 66" CMP

DR w/ COUPLING BAND

& PROP 66" CMP DR

PER FDOT SECTION 945

EXTEND EXIST 66" CMP DR w/

COUPLING BAND & PROP 66" CMP DR

PROP WEIR GATE OPENING

IE = 4.00'

PER DETAILS SHEET C-04

REFER TO SHEET PR-1 FOR

RESTORATION OF DRIVEWAY

PROP HINGED 15'

GUARDRAIL GATE w/

REMOVABLE GATE POST

CONTRACTOR TO SUBMIT

SHOP DRAWINGS

BEGIN 6' CLF w/ SLATS

RELOCATED EXISTING STAFF

WATER LEVEL GAUGE

PROP PUMPS

PER DETAIL ON SHEET C-03

(OR APPROVED EQUAL)

9.5'

7.

0'

4.0'

1.0'

(TYP)

14.15

13.90

2.50

14.30

14.20

14.00

14.20

14.00

14.10

14.35

14.10

14.00

MATCH EXIST GRADES

PROP HYDROLINING

PER DETAILS SHEET C-04

PROP CONC WINGED ENDWALL

REFER TO SHEETS S-01 THRU

S-04 FOR DETAILS

PROP 34' X 12' CAST-IN-PLACE

CONC PUMP HOUSING

REFER TO SHEETS S-01 THRU

S-04 FOR DETAILS

RE = 14.03'

IE = -0.25' (N) 66" CMP

IE = -0.01' (N) 66" CMP

BOS = -0.25'

PROP 4' X 4' ACCESS HATCH

PER DETAILS SHEET C-04

MATCH

EXIST GRADES

PROP DRIVABLE GRASS

FLARED 45° AT ENTRANCE

PER DETAILS SHEET C-04

MATCH EXIST GRADES

PROP REMOVABLE POST BASE

CONTRACTOR TO SUBMIT

SHOP DRAWINGS

PROP 8" CONC PAD

PER DETAILS SHEET C-04

ELEV = 14.03'

PROP RENO MATTRESS FILLED w/

MEXICAN BEACH PEBBLES (TYP)

PER DETAILS SHEET C-04

(OR APPROVED EQUAL)

PROP CONC FLUME w/ RIPRAP

FOR EROSION CONTROL

PER DETAILS SHEET C-05

PROP 4" ELEC CONDUIT

PROP HDD UNDER ROAD

REFER TO ELECTRICAL PLANS

PROP CONTROL PANEL

REFER TO SHEETS E-01

THRU E-05 FOR DETAILS

PROP 4" ELEC CONDUIT MIN

3' COVER SHEETS REFER TO

ELECTRICAL PLANS

14.03

84 LF OF 6' CLF w/ SLATS

INSTALL TL-2 END TREATMENT-TRAILING

ANCHORAGE AS PER FDOT INDEX 536-001

CONTRACTOR TO SUBMIT SHOP DRAWINGS

PROP CONC WINGED

ENDWALL

REFER TO SHEETS S-01

THRU S-04 FOR DETAILS

PROP PLATFORM

REFER TO STRUCTURAL

SHEET S-05 FOR DETAILS

ELEV = 17.53'

BEGIN 6' CLF w/ GREEN

SLATS

14.30

PROP 12' WIDE

6' HIGH SWING GATES

.0

.0

.0

.0

13.0

PROP ALUMINUM

GUIDERAIL (TYP)

CONTRACTOR TO SUBMIT

SHOP DRAWINGS

21 LF OF 6' CLF

w/ GREEN SLATS

PROP 8 LF OF TYPE

'D' CURB PER

DETAILS SHEET C-05

13.0

14.0

12.0'

76'

20'

TRANSITION TO EXISTING

.0

6.

3'

4.

8'

.0

5.0'

.6

35.6'

15.0'

.9

PROP ANTENNA

REFER TO ELECTRICAL PLANS

14.03

END 6' CLF w/ SLATS

18.411.8

6.4

6.4 12.0

16.8

14.8

9.3

6.5

6.4

6.3

6.3

6.4

6.4 6.4

6.3 9.7 14.8

14.014.114.4

14.5

15.716.3

17.5

16.3

72" RCP OUTFALL #459

H.W.E.=7.94'

I.E.= 0.26' (S) 72" RCP

72" RCP OUTFALL #460

H.W.E.=7.94'

I.E.= 0.26' (S) 72" RCP

HI

LL

SB

O

RO

C

AN

AL

HW

E

.5

(N

AV

D)

TWO (2) PROP DEBRIS SCREENS

REFER TO OUTFALL IMPROVEMENT

PLAN ON SHEET C-6

C

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

THOMPSON & ASSOCIATES

412 SE 18TH STREET, FORT LAUDERDALE, FL 33316

BROWARD (954) 761.1073

MIAMI-DADE (305) 714.2510

PALM BEACH (561) 932.1668

JAMES F THOMPSON, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. 54731

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES F

THOMPSON, PE, ON THE DATE INDICATED HERE.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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20001 CIVIL.dwg

JL

JT

BROWARD COUNTY CANAL PUMP STATION (S-45)

IMPROVEMENTS

COCONUT CREEK, FLORIDA

20001

CIVIL PLANS C-011" = 10'

LO

GRAPHIC SCALE

( IN FEET )

1 INCH = FEET

105 20

NOTES:

1. VERTICAL INFORMATION HEREON IS

RELATIVE TO THE NORTH AMERICAN

VERTICAL DATUM (NAVD88).

2. CONTRACTOR SHALL MAINTAIN

ACCESS AT ALL TIMES TO ALL

DRIVEWAYS, INCLUDING THE ADIOS

GOLF COURSE.

3. ALL FDOT INDEX NUMBERS REFER TO

"FDOT FY 2024-25 STANDARD PLANS

FOR ROAD CONSTRUCTION".

4. LIMEROCK BASE LAYER SHALL BE 8" IN

THICKNESS, COMPACTED TO A

MAXIMUM OF 98% OF MAXIMUM DRY

DENSITY PER AASHTO T-180, AND

HAVE A MINIMUM LBR OF 100.

5. SUBGRADE LAYER SHALL BE 12" IN

THICKNESS, GRANULAR AND

ANGULAR, COMPACTED TO A

MINIMUM OF 100% OF MAXIMUM

DRY DENSITY PER AASHTO T-99C, AND

HAVE A MINIMUM LBR OF 40.

6. CONTRACTOR SHALL MAINTAIN

DRAINAGE FLOW TOWARDS THE

HILLSBORO CANAL, AT ALL TIMES.

7. CONTRACTOR SHALL RELOCATE STAFF

GAUGE IMMEDIATELY TO ALLOW FOR

MONITORING OF CANAL WATER

LEVELS. STAFF GAUGE MUST BE IN

PLACE AT ALL TIMES.

8. CONTRACTOR SHALL RE-CALIBRATE

THE RELOCATED EXISTING STAFF

WATER LEVEL GAUGE ONCE CANAL

CONSTRUCTION IS COMPLETED.

9. THE PUMPS AND CANS SHALL BE

PROVIDED BY THE COUNTY;

CONTRACTOR IS RESPONSIBLE FOR

OFF-LOADING AND INSTALLING THE

PUMPS AND CANS. CONTRACTOR

SHALL COORDINATE THE NEED TO

PICK-UP THE PUMPS WITH THE

COUNTY.

BID SET

CANAL BY-PASS NOTES:

1. CONTRACTOR SHALL SUBMIT A

BY-PASS PLAN TO THE ENGINEER OF

RECORD AND BC WMD FOR APPROVAL

PRIOR TO COMMENCEMENT OF

DEMOLITION AND IMPROVEMENTS.

2. THE BY-PASS SYSTEM SHALL NOT

IMPEDE ACCESS TO ADIOS GOLF

COURSE AT ANY TIME AND NO

CULVERTS, PIPES OR HOSES SHALL BE

INSTALLED BELOW OR ABOVE THE

DRIVEWAY ENTRANCE.

3. THE BY-PASS SYSTEM MUST BE

CAPABLE OF CONVEYING 7,000 GPM

OF FLOW OVER 60 HOURS, BY

GRAVITY. FLOW WILL VARY

DEPENDING ON WEATHER

CONDITIONS. THE SYSTEM MUST

MAINTAIN THE REQUIRED HYDRAULIC

CONNECTION AND DISCHARGE

CAPACITY FOR THE C-4 CANAL TO

DRAIN INTO THE HILLSBORO CANAL.

4. THE BY-PASS SYSTEM MUST MAINTAIN

CAPABILITIES TO ADJUST DISCHARGE.

CONTRACTOR SHALL COORDINATE

WITH BC WMD OPERATIONS

DEPARTMENT FOR ADDITIONAL

REQUIREMENTS.

5. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE AND

IMPLEMENT THE BEST CANAL BY-PASS

PLAN THAT IS APPROPRIATE FOR THE

PROJECT'S SITE SPECIFIC CONDITIONS

FOR THE DURATION OF THE

CONSTRUCTION ACTIVITIES.

6. CONTRACTOR MAY USE THE EXISTING

CONTROL STRUCTURE IN THE BY-PASS

PLAN PRIOR TO DEMOLITION.

7. ANY AREA'S DAMAGED DURING THE

IMPLEMENTATION OR CONSTRUCTION

OF THE CANAL BY-PASS SYSTEM SHALL

BE RESTORED AT NO ADDITIONAL

COST TO THE COUNTY.

8. CONTRACTOR IS RESPONSIBLE FOR

OBTAINING ANY PERMITS OR

APPROVALS FROM GOVERNING

AGENCIES FOR THE BY-PASS PLAN.

PROP HYDROLINING

PROP RENO MATTRESS

PROP MEXICAN BEACH PEBBLES

CANAL HATCH LEGEND

2:1 SLOPE 2:1 SLOPE

4:1 SLOPE

PROPOSED SECTION A-A

.5

9.

2.

SCALE:

N.T.S.

EXIST 66" CMP DR

±1 4.

±0 .7

±0 .6

9.

PROPOSED SECTION B-B

2.

HYDROLINING, 6" THICK (ARMORFORM ABM OR

APPROVED EQUAL)

NON-WOVEN NEEDLE PUNCH GEOTEXTILE (MIRAFI

S1200 OR APPROVED EQUAL)

RENO MATTRESS, 6' WIDTH x 12' LENGTH x 1' HEIGHT

(MACCAFERRI OR APPROVED EQUAL)

PROPOSED 24" DIP FLAP GATE (IE = 6.43) (MWI OR

APPROVED EQUAL)

8" LIMEROCK BASE (MIN LBR 100)

12" STABILIZED SUBGRADE (MIN LBR 40)

12" MIN COMPACTED FILL PER STRUCTURAL PLAN

D

E

F

B

A

C

.0

1.

2.

2.

9.

R/ W

R/ W

±1 4.

±1

4.

4:1 SLOPE

.0

.0

1.

.0

.1

.0

.0

4:1 SLOPE

G

WATER ELEV = 9.50

EXIST GRADE

A

B

WATER ELEV = 9.50PROP 24" DIP DR

PROP 66" CMP DR

A

D

EXIST CURB

MATCH EXIST GRADES

B

C

EXIST GRADE

EXIST 8" DIP WM

E F

B F

G

E

APPROX 10:1

PROP PUMP

PROP 6' CLF

w/ SLATS PROP ALUMINUM GUIDERAIL

G

SEE HYDROLINING MAT EDGE

TREATMENT DETAIL IN SHEET C-04

PROP MILL

AND

OVERLAY

16'

14'

64'

PROP CANAL WORK

14'

13'

EXIST ROAD

12'

PUMP STATION

76'

PROP HYDROLINING

3'

12'

1' DEEP SUMP

20'

TRANSITION

TO EXISTING

9.5'

CONC PAD

28'

PROP RETENTION AREA

3.5'5'

20' 40'4'4'4'

18'

CANAL BOTTOM

8'

RENO MATTRESS

(OR APPROVED EQUAL)

10'

RENO MATTRESS

(OR APPROVED EQUAL)

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

THOMPSON & ASSOCIATES

412 SE 18TH STREET, FORT LAUDERDALE, FL 33316

BROWARD (954) 761.1073

MIAMI-DADE (305) 714.2510

PALM BEACH (561) 932.1668

JAMES F THOMPSON, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. 54731

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES F

THOMPSON, PE, ON THE DATE INDICATED HERE.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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20001 SECT.dwg

JL

JT

BROWARD COUNTY CANAL PUMP STATION (S-45)

IMPROVEMENTS

COCONUT CREEK, FLORIDA

20001

CIVIL SECTIONS C-02N.T.S.

LO

ENTER PERMIT #

BID SET

C-0220001

N.T.S.

LO

NOTES:

1. LIMEROCK BASE LAYER SHALL BE 8" IN

THICKNESS, COMPACTED TO A

MAXIMUM OF 98% OF MAXIMUM DRY

DENSITY PER AASHTO T-180, AND

HAVE A MINIMUM LBR OF 100.

2. SUBGRADE LAYER SHALL BE 12" IN

THICKNESS, GRANULAR AND

ANGULAR, COMPACTED TO A

MINIMUM OF 100% OF MAXIMUM

DRY DENSITY PER AASHTO T-99C, AND

HAVE A MINIMUM LBR OF 40.

3. THE SLAB AREA SHOULD BE

PROOFROLLED AND COMPACTED TO

AT LEAST 95% OF THE MATERIAL’S

MAXIMUM DRY DENSITY, AS

DETERMINED BY ASTM D1557, TO A

DEPTH OF 12" IN BELOW THE STRIPPED

GRADE. IF ENGINEERED FILL IS NEEDED,

IT SHOULD CONSIST OF APPROVED

INORGANIC GRANULAR SOILS OR

LIMEROCK, FREE FROM DELETERIOUS

MATERIALS. THE FILL SHOULD BE

PLACED IN LIFTS NO THICKER THAN 12"

IN, WITH EACH LIFT COMPACTED TO

MEET THE 95% REQUIREMENT.

OR APPROVED EQUAL

M

IN

IM

U

M S

U

BM

ER

GE

N

CE

26"

CL

EA

RA

N

CE

CL

EA

RA

N

CE

Ø41" OD

8"

LIFTING EYES

ELECTRIC CABLES TO JUNCTION

BOX AT NEAREST DRY LOCATION

SEA324

AXIAL FLOW

15,800

MODEL

SERIAL #

SIZE

TYPE

GPM

HD. FT.

IMP. DIA.

RPM 600

10.0 24"

24"

NAMEPLATE

AXIAL FLOW PUMP

Ø24" AWWA 150#

DISCHARGE FLANGE

75HP, 600 RPM

SUBMERSIBLE ELECTRIC MOTOR

AND SEA324 PUMP

APPROX. WEIGHT: 5,100 LBS

CAN WEIGHT

95# PER FOOT

ELECTRIC CABLES TO JUNCTION

BOX AT NEAREST DRY LOCATION

CAN COVER

APPROX. 260#

DISCHARGE OUTLET

AND FLANGE

APPROX. 200#

PLAN VIEW

ELEVATION

IE = 6.43

WATER ELEV: 9.50

MIN WATER ELEV: 8.75

BOS = 0.75

MAX WATER ELEV: XX.XX

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

THOMPSON & ASSOCIATES

412 SE 18TH STREET, FORT LAUDERDALE, FL 33316

BROWARD (954) 761.1073

MIAMI-DADE (305) 714.2510

PALM BEACH (561) 932.1668

JAMES F THOMPSON, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. 54731

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES F

THOMPSON, PE, ON THE DATE INDICATED HERE.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

FI

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20001 GN.dwg

JL

JT

BROWARD COUNTY CANAL PUMP STATION (S-45)

IMPROVEMENTS

COCONUT CREEK, FLORIDA

20001

BID SET

CIVIL DETAILS C-03N.T.S.

ACCESS HATCH DETAILS

N.T.S.

54" 3"

EXTRUDED ANGLE FRAME

W/ INTEGRAL 2" SEAT

(3" OPPOSITE SIDE)

& CONTINUOUS 1"

ANCHOR FLANGE

4" DIAMOND

PLATE

" FLUSH DROP

HANDLE

36"

316 STAINLESS STEEL

SLAMLOCK

WATERTIGHT

PLUG

REMOVABLE

KEY WRENCH

STAINLESS STEEL

SPRINGS

316 STAINLESS STEEL

AUTOMATIC HOLD

OPEN ARM W/

RED VINYL GRIP

48" 1"

EXTRUDED ANGLE

FRAME W/ INTEGRAL

SEAT & CONTINUOUS

ANCHOR FLANGE

HEAVY DUTY

316 STAINLESS STEEL

HINGES W/ TAMPER

PROOF BOLTS

NOTES:

1. ACCESS HATCH FROM BEST ACCESS DOORS, MODEL BA-FA-H20 (DOUBLE LEAF), OR APPROVED EQUAL.

2. FEATURES: OPEN HORIZONTAL SPRINGS, SLAMLOCK, STD. RECESSED PADLOCK, SKIRT FOR 10" DEEP SLAB, AND

SAFETY GRATE.

3. MATERIAL: ALUMINUM WITH STAINLESS STEEL SPRINGS, 316 STAINLESS STEEL NUTS & BOLTS, HINGES, AND

HOLD OPEN ARM.

4. LOADING: DESIGNED FOR OFF-STREET LOCATIONS WHICH MAY OCCASIONALLY RECEIVE H-20 LOADS.

5. BITUMINOUS COATING IS APPLIED TO AREA OF FRAME IN CONTACT WITH CONCRETE.

WATERTIGHT SLAMLOCK

STD. RECESSED

PADLOCK

FINISH GRADE

FINISH GRADE

6"

6" 6"

A

B

C

A. 8" CLASS 1 CONCRETE WITH FIBER MESH (MINIMUM STRENGTH OF 4,000 PSI)

B. 8" LIMEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY (AASHTO T-180).

BASE TO CONFORM TO FDOT STANDARD SPECIFICATION SECTION 200 AND 911.

MINIMUM LBR = 100.

C. 12" SUBBASE COMPACTED TO 98% OF MAXIMUM DENSITY (AASHTO T-180).

MINIMUM LBR = 40.

TYPICAL CONCRETE SECTION

RETAINING CAP

AND COLLAR

8" Ø PLASTIC TUBE

NON-WOVEN NEEDLE

PUNCH GEOTEXTILE

2'

2'

HYDROLINING MAT EDGE TREATMENT

N.T.S.

WEEP HOLE DETAIL

N.T.S.

HYDROLINING, 6" THICK

(ARMORFORM USM OR

APPROVED EQUAL)

FINE AGGREGATE PORTLAND

CEMENT GROUT

NOTES:

1. WEEP HOLE TO BE SPACED ON 8' x 8' CENTERS.

STRUCTURE

OR RENO MATTRESS

STRUCTURE

OR RENO MATTRESS

VARIABLE

SLOPE

VARIABLE

SLOPE

CLASS 1 CONCRETE BACKFILL

FINE AGGREGATE PORTLAND

CEMENT GROUT

NON-WOVEN NEEDLE

PUNCH GEOTEXTILE

FINE AGGREGATE

PORTLAND

CEMENT GROUT

CLASS 1 CONCRETE BACKFILL

NON-WOVEN

NEEDLE PUNCH

GEOTEXTILE

72"

82"

78"

1 2"

DI

ST

AN

CE

T O

A

CT

U

AT

O R

" M

IN

, 4

8" M

AX

WEIR GATE DETAILS

N.T.S

4"

3" (TYP)

HAND MOTOR

EAST GATE ACTUATOR

N.T.S

WEST GATE ACTUATOR

N.T.S

4"

NOMINAL

SPACING

4"

NOMINAL

SPACING

NOTES:

1. ALL TIE WIRE AND HITCHES SHALL GALVANIZED STEEL AND COMPLY WITH ASTM A975.

2. HALF HITCHES TO ALTERNATE BETWEEN SINGLE AND DOUBLE.

3. TERMINAL TIE WIRE ENDS TO BE TIED OFF AND CLIPPED.

STANDARD TIE WIRE DETAIL

N.T.S.

CONTINUOUS

TIE WIRE TO

NEXT SINGLE

HALF HITCH

DOUBLE HALF HITCH

13.5 GAGE

TIE WIRE

TWISTED MESH WIRE

CONTINUOUS

TIE WIRE TO

NEXT DOUBLE

HALF HITCH

SINGLE HALF HITCH

BASE

12' (LENGTH)

6' (WIDTH)

1' (H

EI

GH

T)

DIAPHRAGM SPACED AT 3'

(CENTER-TO-CENTER)

TYPICAL RENO MATTRESS

(OR APPROVED EQUAL)

N.T.S.

LID PANEL

BACK PANEL

FRONT PANEL

END PANEL

NOTES:

1. ALL WIRE IN THE PANELS SHALL BE GALVANIZED STEEL AND SHALL COMPLY

WITH ASTM A975.

2. RENO MATTRESSES TO BE FROM MACCAFERRI (OR APPROVED EQUAL).

3. CONNECT MATTRESSES WITH WIRE FASTENERS AS PER THE STANDARD TIE

WIRE DETAIL.

END PANEL

NOTES:

1. FLAP GATES MUST HAVE FLANGE END.

2. FLAP GATES TO BE FROM MWI (OR APPROVED EQUAL).

3. FLANGES MUST BE INSTALLED WITHIN ± 1

64" FROM THE VERTICAL PLANE TO

PREVENT THE FLAP GATE TO SEAT IMPROPERLY.

HEAVY DUTY FLAP GATE FOR 24-INCH PIPE

N.T.S.

PLATE FRAME HANGER

ASTM A-36

FLAT BAR CROSS BRACING

ASTM A-36

GREASE FITTING

ANGLE GATE BRACKET

ASTM A-36

COVER PLATE SAME

MATERIAL THICKNESS AS PIPE

18"

26 38"

14 12"39"

GATE SEAT

ASTM A-36

FLAT BAR GATE HANGER

ASTM A-36

CLOSED GATE

N.T.S.

NOTES:

1. WEIR GATE SHALL FOLLOW THE WEIR GATE DETAILS IN THIS SHEET.

2. THE OPEN/CLOSED CONDITION OF EACH GATE WILL BE DETERMINED ONCE CONSTRUCTION HAS

FINISHED.

WEIR GATES ELEVATIONS FOR OPEN AND CLOSED CONDITIONS

N.T.S.

OPEN GATE

N.T.S.

J-SEAL J-SEAL

STEM LENGTH

AS SHOWN IN

WEIR GATE DETAILS

STEM LENGTH

AS SHOWN IN

WEIR GATE DETAILS

TREE PRESERVATION BARRICADE FENCING DETAIL

NO ENTRY

OR STORAGE

NO DRIP LINE

ENCROACHMENT

2"x4" RAILS EVENLY

SPACED TO 48" HEIGHT

2"x4" MIN. WOOD

POST AT DRIP LINE

NO

PARKING

TOW-AWAY

ZONE

ACCESS ROAD TURF

BAHIA SOD

"NO PARKING TOW-AWAY ZONE"

SIGN TO BE 18"x24" W/ RED LETTERS

ON WHITE BACKGROUND TO BE ATTACHED

TO GATE.

GRASS TURF REINFORCED WITH GEOTEXTILE GRIDS

2% SLOPE

DESIGN

HEAVY TRUCK ACCESS & H-20 LOADING

SINGLE AXLE LOADING - 145 kN (32 KIP) TANDEM AXLE LOADING - 220 kN (48 KIP) GROSS VEHICLE LOADING - 36.3 TONNE (80,000 lb) MAXIMUM TIRE PRESSURE - 620 kPa (90 psi)

MINIMUM SUBGRADE L.B.R. = 40

NOTES:

RECOMMENDED TOPSOIL:

SUITABLE TOPSOIL SHOULD BE PULVERIZED PRIOR TO FILLING THE GEOBLOCK CELLS AND CONTAIN SUFFICIENT ORGANIC CONTENT TO SUPPORT VEGETATIVE GROWTH.

TOPSOIL SUCH AS SANDY LOAM IS RECOMMENDED. CLAY AND CLAY LOAM MATERIALS ARE CONSIDERED UNACCEPTABLE.

ENGINEERED BASE:

LIMEROCK BASE IN ACCORDANCE WITH SECTION 200 OF THE FLORIDA DOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION".

SUBGRADE

GEOTEXTILE SEPARATOR

MAY BE REQUIRED FOR

SOME CONDITIONS

ENGINEERED BASE

PRESTO GEOBLOCK GB-5150TOPSOIL WITH GRASS

GEOBLOCK (GB-5150) MATERIAL SPECIFICATION

PRESTO PRODUCTS COMPANY®

THE GEOBLOCK® PAVEMENT SYSTEM

(OR APPROVED EQUAL)

2% SLOPE

GEOBLOCK (GB-5150) MATERIAL SPECIFICATION

MATERIAL UP TO 100% RECYCLED POLYETHYLENE

COLOR RANGES FROM DARK SHADES OF GRAY TO BLACK

CHEMICAL RESISTANCE SUPERIOR

CARBON BLACK FOR ULTRAVIOLET LIGHT STABILIZATION 1.5% - 2.0%

UNIT MINIMUM CRUSH STRENGTH @ 21°C (73°F) 2,900 kPa (420 psi)

MATERIAL FLEXURAL MODULUS @ 21°C (73°F) 240,000 kPa (35,000 psi) NOMINAL DIMENSIONS (WIDTH x LENGTH) 0.50 m x 1.00 m (1.64 ft x 3.28 ft)

UNIT DEPTH 50 mm (1.97 in) NOMINAL COVERAGE AREA 0.50 sq.m (5.38 sq.ft)

CELLS PER UNIT 72

CELL SIZE 79 mm x 81 mm (3.1 in x 3.2 in)

TOP OPEN AREA PER UNIT 87%

BOTTOM AREA PER UNIT 40%

INTERLOCKING OFFSET SHEAR TRANSFER TABS 1 TAB FOR EACH PERIPHERAL CELL

NOMINAL WEIGHT PER UNIT 4.49 kg (9.9 lbs)

RUNOFF COEFFICIENT @ 63.5 mm/hr (2.5 in) RAINFALL 1.5%

UNITS PER PALLET 50

RIPRAP FLUME

NTS

MATCH RETENTION

AREA BOTTOM

4" TO 6" RUBBLE RIPRAP,

WRAP SIDES AND BOTTOM

WITH MIRAFI 140N OR EQUAL

5'

5'

FILTER FABRIC PIPE JOINT WRAP

2'-0"

(MIN)

NOTE:

FILTER FABRIC SHALL BE OVERLAPPED

2'-0" MINIMUM AT ALL PIPE JOINTS.

1'-0" 1'-0"

DRAINAGE PIPE

6" EXTENSION

STRAPPING STRAPPING

FILTER FABRIC

BEYOND STRAP

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

THOMPSON & ASSOCIATES

412 SE 18TH STREET, FORT LAUDERDALE, FL 33316

BROWARD (954) 761.1073

MIAMI-DADE (305) 714.2510

PALM BEACH (561) 932.1668

JAMES F THOMPSON, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. 54731

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES F

THOMPSON, PE, ON THE DATE INDICATED HERE.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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BROWARD COUNTY CANAL PUMP STATION (S-45)

IMPROVEMENTS

COCONUT CREEK, FLORIDA

20001

BID SET

CIVIL DETAILS C-04N.T.S.

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

THOMPSON & ASSOCIATES

412 SE 18TH STREET, FORT LAUDERDALE, FL 33316

BROWARD (954) 761.1073

MIAMI-DADE (305) 714.2510

PALM BEACH (561) 932.1668

JAMES F THOMPSON, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. 54731

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES F

THOMPSON, PE, ON THE DATE INDICATED HERE.

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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