13-Drawings. PNC2130616C1.pdf

PROJECT MAP

SCALE: 1"= 2000'

SECTION, TOWNSHIP, RANGE:

S21-23, 25-28, T48S, R42E

PROJECT OWNER

BROWARD COUNTY WATER AND WASTEWATER

SERVICES

2555 W. COPANS ROAD

POMPANO BEACH, FL 33069

PERMIT STATUS

AGENCY PERMIT No. STATUS

SOUTH FLORIDA RAIL CORRIDOR - UTILITY PERMIT U227 DESIGN APPROVED

FLORIDA EAST COAST RAILROAD - UTILITY LICENSE 105643 APPROVED

BROWARD COUNTY RESILIENT ENVIRONMENT DEPARTMENT -

APPLICATION TO CONSTRUCT A WASTEWATER

COLLECTION/TRANSMISSION SYSTEM

WWW-63255 APPROVED

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION -

NOTIFICATION/APPLICATION FOR CONSTRUCTING A

DOMESTIC WASTEWATER COLLECTION/TRANSMISSIONS

0051336-1419-DWC-CG APPROVED

BROWARD COUNTY HIGHWAY CONSTRUCTION &

ENGINEERING DIVISION - APPLICATION FOR INITIAL REVIEW 240627101 RAI #1

SHEET INDEX

SHEET No. DESC. SHEET TITLE

01 CV COVER SHEET

02 GN-01 GENERAL NOTES AND ABBREVIATIONS

03 KM-01 EFFLUENT TRANSMISSION MAIN KEY MAP

04 - 06 FM-01 TO FM-03 EFFLUENT TRANSMISSION MAIN PLAN AND PROFILE

07 FM-04 EFFLUENT TRANSMISSION PIPE STRINGOUT AREA

08 FM-05 EFFLUENT TRANSMISSION MAIN DETAILS

09 CE-01 GEOTECHNICAL INSTRUMENTATION DETAILS

10-12 RP-01 TO RP-03 RESTORATION PLANS

13 RP-04 RESTORATION DETAILS

14 RP-05 RESTORATION DETAILS

15 EC-01 EROSION CONTROL PLAN

16 EC-02 EROSION CONTROL PLAN

17 EC-03 EROSION CONTROL DETAILS

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NOEL RODRIGUEZ, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO.86390

DATE: April 4, 2025

CV

SHEET:

HCED #240627101

BCWWS REGIONAL EFFLUENT AND REUSE

SOLUTIONS - BID PACKAGE NO. 1

POMPANO BEACH, FLORIDA

PROJECT LIMITS

COUNTY COMMISSION

NAN H. RICH DISTRICT 1, MAYOR

MARK D. BOGEN DISTRICT 2

MICHAEL UDINE DISTRICT 3

LAMAR P. FISHER DISTRICT 4

STEVE GELLER DISTRICT 5

BEAM FURR DISTRICT 6, VICE MAYOR

TIM RYAN DISTRICT 7

ROBERT MCKINZIE DISTRICT 8

HAZELLE P. ROGERS DISTRICT 9

COUNTY ADMINISTRATOR

MONICA CEPERO

CONSULTANT

THOMPSON & ASSOCIATES, INC. CIVIL ENGINEERING

SUBCONSULTANT

BLACK AND VEATCH TRENCHLESS DESIGNER

CRAVEN THOMPSON & ASSOCIATES, INC. SURVEY

TIERRA SOUTH FLORIDA GEOTECHNICAL ENGINEERING

CC AMERICAN ENTERPRISES LLC. SUBSURFACE UTILITY LOCATING

VERTICAL INFORMATION HEREON IS RELATIVE TO

THE NORTH AMERICAN VERTICAL DATUM (NAVD88).

HORIZONTAL INFORMATION HERON IS RELATIVE TO

THE NORTH AMERICAN DATUM (NAD 83).

STATE PLANE COORDINATE SYSTEM USED.

PROJECT LIMITS

FEC RAILROAD

BID SET

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

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

SHEETS:10-14

OLENA LYTVYN, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE

NO.82696

DATE: April 4, 2025

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

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

SHEETS:01-09 & 15-17

PERMIT SET

MUST BE ON JOBSITE AT ALL

TIMES DURING CONSTRUCTION

NOTICE

INSPECTION REQUIRED

24 HRS. PRIOR TO COMMENCING ANY

WORK IN THE PUBLIC R/W CONTACT

THE BROWARD COUNTY ENGINEERING

DIVISION AT 954-577-4600 FOR

INSPECTION.

NOTE:

A PERMIT FOR CONSTRUCTION MUST BE

OBTAINED FROM THE BROWARD

COUNTY HIGHWAY CONSTRUCTION

AND ENGINEERING DIVISION PRIOR TO

COMMENCING CONSTRUCTION IN THE

PUBLIC RIGHT OF WAY.

APPROVAL OF THIS PLAN DOES

NOT CONSTITUTE A PERMIT FOR

CONSTRUCTION.

ALL MATERIALS USED AND

INSTALLATIONS WITHIN THE PUBLIC

RIGHT OF WAY OR EASEMENTS SHALL

BE IN ACCORDANCE WITH BROWARD COUNTY

HIGHWAY CONSTRUCTION AND

ENGINEERING DIVISION SPECIFICATIONS.

BROWARD COUNTY HIGHWAY CONSTRUCTION

AND ENGINEERING DIVISION

PLAN CONSISTENT

WITH PLAT REQUIREMENTS

PUBLIC RIGHT OF WAY APPROVAL

FOR PAVING, GRADING AND DRAINAGE

BY: __________________DATE:_______________

DOES NOT INCLUDE APPROVAL

OF PAVEMENT MARKING & SIGNS

3111 N UNIVERSITY DR #700,

CORAL SPRINGS, FL 33065

CORAL SPRINGS (754) 229.3044

PERMIT SET

MUST BE ON JOBSITE AT ALL

TIMES DURING CONSTRUCTION

NOTICE

INSPECTION REQUIRED

24 HRS. PRIOR TO COMMENCING ANY

WORK IN THE PUBLIC R/W CONTACT

THE BROWARD COUNTY ENGINEERING

DIVISION AT 954-577-4600 FOR

INSPECTION.

NOTE:

A PERMIT FOR CONSTRUCTION MUST BE

OBTAINED FROM THE BROWARD

COUNTY HIGHWAY CONSTRUCTION

AND ENGINEERING DIVISION PRIOR TO

COMMENCING CONSTRUCTION IN THE

PUBLIC RIGHT OF WAY.

APPROVAL OF THIS PLAN DOES

NOT CONSTITUTE A PERMIT FOR

CONSTRUCTION.

ALL MATERIALS USED AND

INSTALLATIONS WITHIN THE PUBLIC

RIGHT OF WAY OR EASEMENTS SHALL

BE IN ACCORDANCE WITH BROWARD COUNTY

HIGHWAY CONSTRUCTION AND

ENGINEERING DIVISION SPECIFICATIONS.

BROWARD COUNTY HIGHWAY CONSTRUCTION

AND ENGINEERING DIVISION

PLAN CONSISTENT

WITH PLAT REQUIREMENTS

PUBLIC RIGHT OF WAY APPROVAL

FOR PAVING, GRADING AND DRAINAGE

BY: __________________DATE:_______________

DOES NOT INCLUDE APPROVAL

OF PAVEMENT MARKING & SIGNS

PERMIT SET

MUST BE ON JOBSITE AT ALL

TIMES DURING CONSTRUCTION

NOTICE

INSPECTION REQUIRED

24 HRS. PRIOR TO COMMENCING ANY

WORK IN THE PUBLIC R/W CONTACT

THE BROWARD COUNTY ENGINEERING

DIVISION AT 954-577-4600 FOR

INSPECTION.

NOTE:

A PERMIT FOR CONSTRUCTION MUST BE

OBTAINED FROM THE BROWARD

COUNTY HIGHWAY CONSTRUCTION

AND ENGINEERING DIVISION PRIOR TO

COMMENCING CONSTRUCTION IN THE

PUBLIC RIGHT OF WAY.

APPROVAL OF THIS PLAN DOES

NOT CONSTITUTE A PERMIT FOR

CONSTRUCTION.

ALL MATERIALS USED AND

INSTALLATIONS WITHIN THE PUBLIC

RIGHT OF WAY OR EASEMENTS SHALL

BE IN ACCORDANCE WITH BROWARD COUNTY

HIGHWAY CONSTRUCTION AND

ENGINEERING DIVISION SPECIFICATIONS.

BROWARD COUNTY HIGHWAY CONSTRUCTION

AND ENGINEERING DIVISION

PLAN CONSISTENT

WITH PLAT REQUIREMENTS

PUBLIC RIGHT OF WAY APPROVAL

FOR PAVING, GRADING AND DRAINAGE

BY: __________________DATE:_______________

DOES NOT INCLUDE APPROVAL

OF PAVEMENT MARKING & SIGNS

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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 WATER AND WASTEWATER SERVICES

(B.C.W.W.S.) MINIMUM DESIGN AND CONSTRUCTION STANDARDS" 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.

NOTE: 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.

1. AT&T DISTRIBUTION

CONTACT: OTIS KEEVE

PHONE/EMAIL: (954) 723-2540, OK1184@ATT.COM

2. BROWARD COUNTY TRAFFIC ENGINEERING

CONTACT: ROBERT BLOUNT

PHONE/EMAIL: (954) 847-2745, RBLOUNT@BROWARD.ORG

3. BROWARD COUNTY WATER AND WASTEWATER SERVICES

CONTACT: HALINA PLUTA

PHONE/EMAIL: (954) 831-0917, HPLUTA@BROWARD.ORG

4. CITY OF COCONUT CREEK

CONTACT: ROGER VEILE, P.E.

PHONE/EMAIL: (954) 956-1521, RVEILE@COCONUTCREEK.NET

5. CITY OF DEERFIELD BEACH

CONTACT: TOM GOOD

PHONE/EMAIL: (954) 480-4269, TGOOD@DEERFIELD-BEACH.COM

6. CITY OF POMPANO BEACH WATER/SEWER

CONTACT: JOHN SFIROPOULOS

PHONE/EMAIL: (954) 545-7009, JOHN.SFIROPOULOS@COPBFL.COM

7. COMCAST CABLE

CONTACT: LEONARD MAXWELL-NEWBOLD

PHONE/EMAIL: (954) 447-8405,

LEONARDMAXWELLNEWBOLD@CABLE.COMCAST.COM

8. FLORIDA DEPARTMENT OF TRANSPORTATION

CONTACT: CAROLYN LEACH

PHONE/EMAIL: (954) 847-2690, CLEACH@SMARTSUNGUIDE.COM

9. FLORIDA POWER AND LIGHT BROWARD

CONTACT: ERNESTO DOMINGUEZ

PHONE/EMAIL: (954) 581-3088, ERNESTO.DOMINGUEZ@FPL.COM

10. FLORIDA TURNPIKE ITS

CONTACT: RAFAEL SENA

PHONE/EMAIL: (954) 551-0950, RAFAEL.SENA@DOT.STATE.FL.US

11. FPL FIBERNET, LLC

CONTACT: DANNY HASKETT

PHONE/EMAIL: (305) 552-2931, DANNY.HASKETT@FPL.COM

12. LEVEL 3 COMMUNICATIONS, LLC

CONTACT: MICHAEL NUNEZ

PHONE/EMAIL: (877) 366-8344 X 2, MICHAEL.NUNEZ@LEVEL3.COM

13. TECO PEOPLES GAS - SOUTH FLORIDA

CONTACT: MAX CHAMORRO

PHONE/EMAIL: (954) 453-0824, MJCHAMORRO@TECOENERGY.COM

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.

D. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE SIZE

LOCATION AND MATERIAL OF ALL EXISTING UTILITIES WITHIN THE AREA OF

CONSTRUCTION.

INSPECTIONS

A. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD, B.C.W.W.S

INSPECTORS 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. LANDSCAPING

2. INSTALLATION OF RECLAIMED WATER MAIN 7. SUBSTANTIAL COMPLETION

3. ASPHALTIC CONCRETE 8. TESTING

4. SUBGRADE 9. FINAL COMPLETION

5. LIMEROCK BASE

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: VALVES, PIPE MATERIAL CASING, PRE-CAST CONCRETE, BEDDING

MATERIAL, ASPHALT, BACKFILL MATERIAL, AIR RELEASE VALVES 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 SERVICE AS REQUIRED TO COMPLETE THIS PROJECT.

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.). 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 THE B.C.W.W.S.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL TRAFFIC

CONTROL DEVICES DURING CONSTRUCTION, 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 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 HIS 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 AND 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). 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.W.S.

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.W.S. 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 WATER AND SEWER 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 THE LOCATION OF EASEMENTS USED BY THE WATER AND SEWER

FACILITIES. ( IF APPLICABLE)

7. INDICATE PIPE JOINT LOCATIONS AT ALL UTILITY CROSSING IN CONFLICT

WITH THE RECLAIM WATER MAIN.

8. SHOW ALL ABANDONED IN PLACE FACILITIES INCLUDING THE EXTENT AND

METHOD OF ABANDONMENT.

9. SHOW ELEVATIONS TO THE NEAREST TENTH OF A FOOT FOR:

a. TOP OF PIPE FOR RECLAIMED WATER MAIN (RW) AT DEFLECTION AND

EVERY 200 FEET ALONG STRAIGHT RUNS.

b. TOP OF PIPE FOR RECLAIMED WATER MAIN FITTINGS.

c. TOP OF PIPE FOR CONNECTION TO EXISTING FACILITIES.

d. TOP OF OPERATING NUT FOR VALVES.

e. TOP OF PIPE OF RW FACILITIES WHERE THEY CROSS ALL OTHER

FACILITIES (DRAINAGE, TELEPHONE, CABLE TV, ELECTRIC, ETC.).

f. TOP/END OF CASING.

10. COORDINATES WILL BE PROVIDED FOR:

a. RECLAIMED WATER MAIN AT DEFLECTION AND EVERY 200 FEET ALONG

STRAIGHT RUNS.

b. THE CENTER OF EACH FITTING, VALVE, OR OTHER NON-PIPE FACILITY.

c. THE LOCATION OF EACH CONNECTION TO EXISTING FACILITIES.

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 B.C.W.W.S. INFRASTRUCTURE AS WELL AS ALL

CRITICAL UTILITY CROSSINGS AND WHERE SPECIFICALLY REQUIRED ON THE

DESIGN DRAWINGS. THE PICTURES WILL BE TAKEN WITH A GPS 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.W.S. IN JPEG FORMAT ON CD OR DVD MEDIA.

THE CD OR DVD WILL BE LABELED WITH THE B.C.W.W.S. PROJECT

NAME AND NUMBER. INDIVIDUAL PHOTO FILES WILL BE NAMED USING

THE SAME PHOTOGRAPH NUMBER CONTAINED IN THE RECORD

DRAWINGS.

NOTE: CONTRACTOR SHALL CHECK B.C.W.W.S. WEBSITE FOR THE LATEST REVISION OF

THE B.C.W.W.S. DOCUMENT "MINIMUM DRAWING REQUIREMENTS FOR PIPING

PROJECTS" AT THE TIME OF BIDDING AND SHALL COMPLY WITH ALL THE

REQUIREMENTS REGARDING THE AS-BUILT AND RECORD DRAWINGS IN THAT

DOCUMENT.

EFFLUENT FORCE MAIN

A. GENERAL:

1. ALL MATERIALS SHALL MEET THE REQUIREMENTS OF THE LATEST REVISION

OF THE B.C.W.W.S. PRODUCT SPECIFICATION SHEETS.

2. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE

B.C.W.W.S. "MINIMUM INSTALLATION AND TESTING REQUIREMENTS"

LATEST REVISION.

B. MATERIALS:

1. DUCTILE IRON FITTINGS SHALL CONFORM TO ANSI/NSF 61 AND

ANSI/AWWA C153/A21.53, ANSI/AWWA C110/A21.10, LATEST REVISIONS.

FITTINGS 4" AND LARGER FOR MAINS SHALL BE SEAL COATED IN

ACCORDANCE WITH ANSI/AWWA C104/A21.4, LATEST REVISION. DUCTILE

IRON PIPING AND FITTINGS FOR RECLAIMED WATER MAIN SHALL BE

CEMENT LINED AND SEAL COATED WHICH SHALL MEET OR EXCEED

AWWA/ANSI C104/A21.4, LATEST VERSION. JOINTS FOR BELL AND SPIGOT

DUCTILE IRON PIPE AND FITTINGS SHALL CONFORM TO ANSI/AWWA

STANDARD C111/A21.11, LATEST REVISION. MECHANICAL JOINT OR

PUSH-ON JOINT TO BE RUBBER GASKET COMPRESSION-TYPE. SPECIAL

FITTINGS AND JOINTS SHALL BE CONSIDERED FOR SPECIFIC INSTALLATION

SUBJECT TO THE APPROVAL OF THE ENGINEER.

2. VALVE BOX AND COVER MATERIAL SHALL BE CAST IRON MEETING OR

EXCEEDING ASTM A-48, LATEST REVISION, CLASS 35B, EXTENSION

ADJUSTABLE SCREW TYPE. ALL LIDS SHALL BE LOCKING TYPE. THE STEM OF A

BURIED VALVE SHALL BE WITHIN 18" OF THE FINISHED GRADE.

3. RETAINER GLANDS FOR D.I.P. SHALL CONFORM TO ANSI/AWWA

C111/A21.11, LATEST REVISION. ALL GLANDS SHALL BE MANUFACTURED

FROM DUCTILE IRON AS LISTED BY UNDERWRITERS LABORATORIES FOR 250

PSI MINIMUM WATER PRESSURE RATING. EBAA IRON - MODEL MEGALUG

SERIES 1100, STANDARD FIRE PROTECTION EQUIPMENT COMPANY OR

APPROVED EQUAL.

4. ALL EFFLUENT FORCE MAIN PIPING SHALL HAVE A READILY VISIBLE GREEN

STRIPE RUNNING LONGITUDINALLY ALONG THE PIPE WHICH CAN BE

APPLIED BY THE MANUFACTURER OR IN THE FIELD.

5. AIR RELEASE VALVES SHALL CONFORM TO AWWA C512, LATEST REVISION.

BODY AND COVER MATERIAL SHALL BE CAST OR DUCTILE IRON MEETING OR

EXCEEDING ASTEM A126, ASTM A536 OR STAINLESS STEELE TYPE 304

MINIMUM. TRIM, FLOAT AND SEAT MATERIAL SHALL BE STAINLESS STEEL

TYPE 304 MINIMUM.

6. ALL STAINLESS STEEL SHALL BE TYPE 304 MINIMUM.

C. INSTALLATION:

1. WHERE RESTRAINED PIPE JOINTS ARE REQUIRED DUE TO FITTINGS,

APPURTENANCES, ETC., PIPE MATERIAL SHALL BE D.I.P.

2. ALL DIP SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600,

LATEST REVISION.

3. ALL RECLAIMED WATER MAIN SHALL TYPICALLY BE LAID WITH A MINIMUM

30" COVER.

4. ALL DEFLECTIONS TO MEET PIPE MANUFACTURERS AND BROWARD COUNTY

WATER & WASTEWATER DEPARTMENT MINIMUM STANDARDS.

5. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED. BACKFILL

MATERIAL SHALL BE TAMPED IN 9" LAYERS AROUND THE PIPE AS SHOWN

ON THE PLANS. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A

DEPTH OF AT LEAST 6" BELOW THE BOTTOM OF THE PIPE.

6. ALL VALVES SHALL BE INSTALLED WITH ADJUSTABLE CAST IRON VALVE

BOXES WITH THE WORD "RECLAIMED WATER" CAST IN THE COVER. U.S.F.

OR APPROVED EQUAL. ALL VALVE BOX COVERS SHALL BE LOCKING TYPE.

D. TESTING:

1. HYDROSTATIC TESTING OF NEW MAINS SHALL BE PERFORMED AT A

MINIMUM STARTING PRESSURE OF 150 PSI FOR TWO HOURS IN

ACCORDANCE WITH ANSI/AWWA C600-05, LATEST REVISION. THE TEST

PRESSURE SHALL NOT DROP BELOW 150 PSI AT ANY POINT DURING THE

TEST. THE PRESSURE TEST SHALL NOT VARY MORE THAN 5 PSI DURING THE

TEST. AND CERTIFIABLE AS-BUILTS RECEIVED. THE PRESSURE TEST SHALL BE

WITNESSED BY A REPRESENTATIVE OF BROWARD COUNTY AND THE

ENGINEER OF RECORD.

2. THE ALLOWABLE LEAKAGE DURING THE PRESSURE TEST SHALL BE LESS THAN

THE NUMBER OF GALLONS PER HOUR AS DETERMINED BY THE FORMULA:

L = SD √ (P / 148,000)

IN WHICH L EQUALS THE ALLOWABLE LEAKAGE IN GALLONS PER HOUR.S

EQUALS LENGTH OF PIPE (LINEAR FEET), D EQUALS NOMINAL DIAMETER OF

PIPE (INCHES) AND P EQUALS THE AVERAGE TEST PRESSURE (POUNDS PER

SQUARE INCH GAUGE).

3. CONTRACTOR TO COORDINATE WITH CITY OF POMPANO BEACH TO USE

REUSED WATER FOR PIGGING AND TESTING.

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.

3. STRAIGHTEDGE THE FINAL TYPE SP STRUCTURAL AND FRICTION COURSE

LAYERS PER FDOT 330-9.4.2.

4. WEARING COURSES SHALL NOT BE PLACED UNTIL THE FOLLOWING HAS

OCCURRED:

· A WALK-THROUGH HAS BEEN CONDUCTED TO DETERMINE IF THERE IS

ANY REMAINING WORK THAT MIGHT CAUSE DAMAGE TO THE FINAL LIFT.

· ALL LANDSCAPE WORK THAT MIGHT CAUSE DAMAGE TO THE FINAL LIFT

IS COMPLETE.

· ALL UNDERGROUND UTILITIES ARE INSTALLED AND ACCEPTED, AND A

FINISH ROCK SURVEY HAS BEEN SUBMITTED TO AND ACCEPTED BY THE

HCED.

B. ALL TRAFFIC LOOPS IMPACTED BY FORCE MAIN INSTALLATION SHALL BE

REPLACED.

C. MATERIALS:

1. BASE COURSE SHALL CONFORM WITH FDOT STANDARDS AND

SPECIFICATIONS.

2. ASPHALT SURFACES FOR ROADWAYS SHALL CONFORM WITH FDOT

STANDARDS AND SPECIFICATIONS.

D. INSTALLATION:

1. INSTALLATION OF THE BASE COURSE AND WEARING COURSE SHALL

CONFORM WITH THE REQUIREMENTS OF THE FDOT STANDARD

SPECIFICATIONS.

E. 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 CATCH BASINS. (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.

PAVEMENT MARKING AND SIGNAGE

1. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH

THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

HIGHWAYS," LATEST EDITION, BROWARD COUNTY TRAFFIC ENGINEERING

DEPARTMENT, AND FDOT STANDARDS SPECIFICATIONS.

2. UNLESS OTHERWISE NOTED, SIDEWALK RAMPS SHALL BE PER F.D.O.T. INDEX

711.

DE-WATERING

A. 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 ENGINEER OR A REGISTERED

PROFESSIONAL GEOLOGIST) TO ALL APPLICABLE AGENCIES FOR PERMIT

APPROVAL. 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. 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. 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. 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. FOR ADDITIONAL INFORMATION SEE FDEP WEBSITE:

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

BROWARD COUNTY TRAFFIC ENGINEERING

DEPARTMENT MAINTENANCE OF TRAFFIC -

SCHOOL/PEDESTRIAN

THE MAINTENANCE OF TRAFFIC PLAN, PROVIDED BY THE CONTRACTOR, SHALL INCLUDE

PROVISIONS FOR PEDESTRIAN AND/OR SCHOOL STUDENT TRAFFIC AS WELL AS

VEHICULAR TRAFFIC. THE FOLLOWING ARE MINIMUM REQUIREMENTS:

1. THE SAFE WALK ROUTE FOR ALL SCHOOL STUDENTS WITHIN THE VICINITY

OF THE CONSTRUCTION ZONE SHALL BE MAINTAINED DURING STUDENT

ARRIVAL AND DISMISSAL TIMES. IF THE CURRENT WALKING SURFACE

CANNOT BE MAINTAINED, THEN A TEMPORARY WALKABLE SURFACE SHALL

BE CREATED. THE SAFE WALK ROUTE SHALL BE SEPARATED FROM THE

CONSTRUCTION ACTIVITY DURING THE ENTIRE LENGTH OF THE PROJECT

ENCOMPASSING THE ENTIRE WALK ROUTE WITH PROPER PEDESTRIAN

OPENINGS AT DESIGNATED CROSSINGS IN COMPLIANCE WITH FDOT DESIGN

STANDARDS INDEX NO. 600 AS WELL AS MEETING ALL ADA REQUIREMENTS.

2. ALL CONSTRUCTION EQUIPMENT ACTIVITY AROUND ANY DESIGNATED

CROSSWALK SHALL CEASE TO OPERATE DURING THE STUDENT ARRIVAL AND

DISMISSAL TIMES. ALL CONSTRUCTION EQUIPMENT ACTIVITY ADJACENT TO

A DESIGNATED WALK ROUTE SHALL CEASE OPERATING UNLESS

SATISFACTORILY BARRICADED FROM THE WALK ROUTE.

3. IN THE CASE THAT A DESIGNATED CROSSING OR ANY PORTION OF THE

DESIGNATED WALK ROUTE CANNOT BE MAINTAINED, THE CONTRACTOR

SHALL NOTIFY THE SPECIAL PROJECTS COORDINATOR AT BROWARD COUNTY

TRAFFIC ENGINEERING DIVISION, (954) 847-2600, A MINIMUM OF TEN (10)

WORKING DAYS PRIOR TO CLOSING THAT ROUTE IN ORDER TO ESTABLISH

AN ALTERNATE CROSSING/ROUTE.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL ANY

NECESSARY PAVEMENT, ROAD ROCK, PAVEMENT MARKINGS AND SIGNAGE

AND/OR ANY PEDESTRIAN SIGNALIZATION AND/OR SIGNAL MODIFICATION

TO ACCOMMODATE AN EXISTING OR ALTERNATE WALK ROUTE

THROUGHOUT THE ENTIRE LENGTH OF THE PROJECT.

5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE STATE

CERTIFIED SCHOOL CROSSING GUARDS OR OFF DUTY POLICE OFFICERS TO

CROSS STUDENTS AT ALL LOCATIONS OTHER THAN THOSE PREVIOUSLY

DESIGNATED. THE CONTRACTOR MAY USE FLAGMEN, BUT ONLY IF THEY

ARE STATE CERTIFIED AS A SCHOOL CROSSING GUARD.

6. THIRTY (30) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION THE

CONTRACTOR SHALL NOTIFY THE SPECIAL PROJECTS COORDINATOR AT

BROWARD COUNTY TRAFFIC ENGINEERING DIVISION, (954) 847-2600 OR AT

BROWARD@TRAFFIC.ORG TO DISCUSS ALL NECESSARY SAFETY MEASURES.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE

FOLLOWING BROWARD COUNTY SCHOOL BOARD PUPIL TRANSPORTATION

DEPARTMENT PERSONNEL IF CONSTRUCTION WILL IMPACT ANY BUS

ROUTES:

· RUTH MASTERS / ROUTING

(754) 321-4400 EXT. # 2309

RUTH.MASTERS@BROWARDSCHOOLS.COM

· VINCENT HARRELL / STUDENT TRANSPORTATION & FLEET SERVICE

(754) 321-4472

VINCENT.HARRELL@BROWARDSCHOOLS.COM

· MARY TOCHTERMANN - STUDENT TRANSPORTATION & FLEET SERVICE -

(754) 321-4400 EXT. # 2006

MARY.TOCHTERMANN@BROWARDSCHOOLS.COM

UPON COORDINATION WITH THE AFOREMENTIONED PERSONNEL, AND IF

DEEMED NECESSARY, A PRE-CONSTRUCTION MEETING WILL BE HELD TO

DETERMINE ALL BUS ROUTES AND TO MAKE ANY NECESSARY

ARRANGEMENTS FOR REROUTING. THE SPECIAL PROJECTS COORDINATOR

FROM THE BROWARD COUNTY TRAFFIC ENGINEERING DIVISION, (954)

847-2600, WILL BE NOTIFIED AND MAY ATTEND THE PRE-CONSTRUCTION

MEETING.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN APPROVED

MAINTENANCE OF TRAFFIC PLAN (MOT), SPECIFYING THE ABOVE

SCHOOL/PEDESTRIAN CONDITIONS, THROUGH THE BROWARD COUNTY

TRAFFIC ENGINEERING DIVISION OR THE LOCAL MUNICIPALITY, DEPENDING

ON THE ROADWAY JURISDICTION. THE CONDITIONS OUTLINED IN THE MOT

ARE FULLY EFFECTIVE AS PART OF THE PROPOSED IMPROVEMENTS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL WORK

ASSOCIATED WITH THE PROJECT IS IN COMPLIANCE WITH ALL THE

REQUIREMENTS OF THE APPROVED MOT.

9. THE CONTRACTOR SHALL ENSURE THAT THERE ARE NO SPEED LIMIT SIGNS

INSTALLED WITHIN THE DESIGNATED REDUCED SPEED SCHOOL ZONE AT

ANY TIME THROUGHOUT THE PROJECT.

10. WEEKDAYS LANE CLOSURES WITHIN BROWARD COUNTY RIGHT OF WAY ARE

PERMITTED TO BE CLOSED ONLY FROM 9:00 AM TO 4:00 PM, PER BROWARD

COUNTY TRAFFIC CONTROL AND SAFETY.

11. THE CONTRACTOR MUST MEET BROWARD COUNTY MINIMUM STANDARDS

(BCMS) FOR ANY WORK PERFORMED WITHIN BROWARD COUNTY RIGHT OF

WAY.

12. THE CONTRACTOR SHALL REFERENCE FDOT STANDARD PLANS INDEX 102

FOR TRAFFIC MAINTENANCE WITHIN BROWARD COUNTY RIGHT-OF-WAY.

BROWARD COUNTY TRAFFIC ENGINEERING

DIVISION COMMUNICATIONS NOTES

THE AGENCY RESPONSIBLE FOR MAINTENANCE OF THE TRAFFIC SIGNALS AND RELATED

EQUIPMENT IS BROWARD COUNTY TRAFFIC ENGINEERING DIVISION (BCTED). ALL

SYSTEM COMMUNICATIONS EQUIPMENT, CABLING AND RELATED MATERIAL SHALL

COMPLY WITH BROWARD COUNTY'S LATEST EDITION OF THE MINIMUM STANDARDS

AS EXPRESSED IN THE "STANDARDS AND SPECIFICATIONS - COMMUNICATION

INFRASTRUCTURE" DOCUMENT. PLEASE REFER TO (BCTED'S) COMMUNICATIONS

POLICIES AND PROCEDURES FOR ADDITIONAL INFORMATION. BROWARD COUNTY

TRAFFIC ENGINEERING DIVISION WILL NOT ACCEPT ANY PROJECTS THAT DO NOT MEET

THESE STANDARDS AND SPECIFICATIONS. IF FIBER OPTIC PULL BOXES ALREADY EXIST

AT AN INTERSECTION, NO ADDITIONAL FIBER OPTIC PULL BOXES WILL NEED TO BE

INSTALLED. FOR A COPY OF THESE STANDARDS REFER TO THE BROWARD COUNTY WEB

SITE AT WWW.BROWARD.ORG/TRAFFIC UNDER PUBLICATIONS.

1. IF THERE ARE COPPER INTERCONNECT CABLE/S WITHIN YOUR PROJECT

LIMITS OR WITHIN 1500 FEET OF YOUR PROJECT LIMITS, CONTACT THE

COMMUNICATIONS MANAGER AT TECOMMUNICATIONS@BROWARD.ORG

OR 954-847-2745.

2. IF THERE ARE FIBER OPTIC CABLE/S WITHIN YOUR PROJECT LIMITS OR

WITHIN 1500 FEET OF YOUR PROJECT LIMITS CONTACT THE

COMMUNICATIONS MANAGER AT TECOMMUNICATIONS@BROWARD.ORG

OR 954-847-2745.

3. IF THERE ARE CELLULAR COMMUNICATIONS WITHIN YOUR PROJECT LIMITS,

CONTACT THE COMMUNICATIONS MANAGER AT TECOMMUNICATIONS@

BROWARD.ORG OR 954-847-2745.

4. ALL BCTED COMMUNICATIONS CABLES/CONDUIT SHALL BE LOCATED A

MINIMUM OF 48 HOURS IN ADVANCE.

BROWARD COUNTY TRAFFIC ENGINEERING

DIVISION - PROCEDURE FOR NOTIFICATION OF

COMMUNICATION DISRUPTION

1. COPPER INTERCONNECT CABLE NOTIFICATION CONTACT PERSON:

WHEN COMMUNICATIONS TO AN INTERSECTION MUST BE DISRUPTED BY A

CONTRACTOR TO PERFORM WORK, THE CONTRACTOR SHALL PROVIDE TWO

DAY ADVANCE NOTICE IN WRITING TO THE BROWARD COUNTY TRAFFIC

ENGINEERING DIVISION. THIS NOTIFICATION SHALL BE CONVEYED VIA

ELECTRONIC MAIL (EMAIL) TO THE TRAFFIC SIGNAL TECHNICIAN III AT:

TECOMMUNICATIONS@BROWARD.ORG

NOTIFICATION SHALL INCLUDE CONTACT PERSON, TELEPHONE NUMBER,

PURPOSE, LOCATION AND DURATION. THE DISRUPTION SHALL LAST FOR NO

MORE THAN 3 CONSECUTIVE BUSINESS DAYS. WHERE POSSIBLE, THE

DISRUPTION SHALL BE DURING OFF PEAK HOURS BEGINNING AT 9:00AM

AND ENDING AT 3:00PM.

2. FIBER OPTIC CABLE NOTIFICATION CONTACT PERSON:

WHEN COMMUNICATIONS TO AN INTERSECTION MUST BE DISRUPTED BY A

CONTRACTOR TO PERFORM WORK, THE CONTRACTOR SHALL PROVIDE TWO

DAY ADVANCE NOTICE IN WRITING TO THE BROWARD COUNTY TRAFFIC

ENGINEERING DIVISION. THIS NOTIFICATION SHALL BE CONVEYED VIA

ELECTRONIC MAIL (EMAIL) TO THE COMMUNICATIONS MANAGER AT

TECOMMUNICATIONS@BROWARD.ORG.

NOTIFICATION SHALL INCLUDE CONTACT PERSON, TELEPHONE NUMBER,

PURPOSE, LOCATION AND DURATION. THE DISRUPTION SHALL LAST FOR NO

MORE THAN 3 CONSECUTIVE BUSINESS DAYS. WHERE POSSIBLE, THE

DISRUPTION SHALL BE DURING OFF PEAK HOURS BEGINNING AT 9:00AM

AND ENDING AT 3:00PM.

3. INCLUDE THE FOLLOWING IN ANY NOTICE OF UTILITY OWNERSHIP OR

WITHIN A "ULTILITY OWNERS/CONTACT PERSON" TABLE:

a. INTERCONNECT COMMUNICATIONS CABLES - (ROBERT BLOUNT)

BROWARD COUNTY TRAFFIC ENGINEERING DIVISION (BCTED) (954)

847-2745

FLORIDA DEPARTMENT OF HEALTH

BROWARD COUNTY

NOTES ON WATER, SEWER & RECLAIMED WATER SEPARATION:

1. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND

SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER, FORCE

MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT

AND DISPOSAL SYSTEMS.

a. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO

PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN

THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING

OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR

PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III

OF CHAPTER 62-610, F.A.C.

b. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO

PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND

PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN

AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM-TYPE

SANITARY SEWER.

c. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO

PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND

PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN

AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR

PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR

PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER

PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL

SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE

SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE

BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE

TOP OF THE SEWER.

d. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO

PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN

THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING

OR PROPOSED “ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM”

AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C.

2. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND

SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE

MAINS, AND RECLAIMED WATER PIPELINES.

a. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY

EXISTING OR PROPOSED GRAVITY- OR VACUUM-TYPE SANITARY SEWER

OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER

MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR

AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE.

HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE

OTHER PIPELINE.

b. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY

EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER,

WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE

CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE

WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE

OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE

WATER MAIN ABOVE THE OTHER PIPELINE.

c. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B)

ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED

ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS

WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.

ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED

SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL

JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS,

STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED

WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND

AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE

SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES

CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF

CHAPTER 62-610, F.A.C.

THE CONTRACTOR SHALL CONFORM TO THE MOST CURRENT AND MOST STRINGENT

STANDARDS AND SPECIFICATION REQUIREMENTS FOR BROWARD COUNTY,

PERTAINING TO ALL UTILITY PIPE SEPARATIONS AND CLEARANCES.

ALL RECLAIMED WATER MAIN PIPE, INCLUDING FITTINGS, INSTALLED ON OR AFTER

AUGUST 28, 2003, EXCEPT PIPE INSTALLED UNDER A CONSTRUCTION PERMIT FOR

WHICH THE DEPARTMENT RECEIVED A COMPLETE APPLICATION BEFORE AUGUST 28,

2003, SHALL BE COLOR CODED OR MARKED USING PANTONE PURPLE 522C AS A

PREDOMINANT COLOR TO DIFFERENTIATE RECLAIMED WATER FROM OTHER WATER

SOURCES. DETECTABLE IDENTIFICATION TAPE SHALL BE INSTALLED DIRECTLY OVER

CENTERLINE OF THE PIPE AT 18-INCHES ABOVE THE PIPE. METALIZED DETECTOR TAPE

SHALL BE ONE LAYER OF METALIZED FOIL LAMINATED BETWEEN TWO LAYERS OF INERT

PLASTIC FILM (MINIMUM 5.5 MILS THICKNESS). TAPE SHALL BE PURPLE CONTINUOUSLY

MARKED "CAUTION, RECLAIMED LINE BURIED BELOW". ABOVEGROUND PIPE AT

WASTEWATER TREATMENT PLANTS SHALL BE COLOR CODED AND LABELED IN

ACCORDANCE WITH SUBSECTION 62-555.320(10), F.A.C., AND ALL OTHER

ABOVEGROUND PIPE SHALL BE PAINTED PURPLE OR SHALL BE COLOR CODED OR

MARKED LIKE UNDERGROUND PIPE.

THE FOLLOWING ITEMS ARE NOT REVIEWED OR

ACCEPTED BY BROWARD COUNTY:

1. BROWARD COUNTY TRAFFIC ENGINEERING DIVISION'S REVIEW DOES NOT

INCLUDE A REVIEW AND ACCEPTANCE OF THE PROJECT'S DESIGN OR

OPERATION. THESE ITEMS ARE TO BE REVIEWED AND APPROVED BY THE

CITY ENGINEER.

2. BROWARD COUNTY TRAFFIC ENGINEERING DIVISION DOES NOT REVIEW

AND APPROVE, OR INSPECT AND ACCEPT THE FOLLOWING ITEMS FOR

MAINTENANCE: PAVEMENT MARKINGS ON OR ADJACENT TO PAVER BRICKS,

PAINTED ASPHALT, STAMPED ASPHALT OR PAVEMENT MARKINGS MADE OF

PAVER BRICKS, RAISED INTERSECTIONS AND RELATED MARKINGS AND

SIGNING, UN-WARRANTED MID-BLOCK CROSSWALKS AND RELATED

MARKINGS AND SIGNING, UN-WARRANTED CROSSWALKS AND RELATED

MARKINGS AND SIGNING, PAINTED/DECORATIVE CROSSWALKS, RAISED

CROSSWALKS AND RELATED MARKINGS AND SIGNING, ADVANCED

WARNING PAVEMENT MARKINGS FOR SPEED TABLES, BLINKER SIGNS,

RECTANGULAR RAPID FLASHER BEACONS AND RELATED MARKINGS AND

SIGNING, ON-STREET PARKING AND RELATED MARKINGS AND SIGNING,

IN-ROAD LIGHTING AND RELATED MARKINGS AND SIGNING, GREEN BIKE

LANES, FLEXIBLE DELINEATORS, DECORATIVE SIGNS AND DECORATIVE SIGN

POSTS, PLANTERS, ON-SITE PAVEMENT MARKINGS AND SIGNING, OFF-SITE

PAVEMENT MARKINGS AND SIGNING IN RIGHT-OF-WAY THAT IS NOT

DEDICATED FOR PUBLIC USE, SIDEWALK WORK OR ASPHALT WORK.

3. THE CITY ENGINEER IS RESPONSIBLE FOR THE REVIEW AND APPROVAL OF

THE DESIGN AND OPERATION OF THE PROJECT, AND FOR THE INSPECTION

AND ACCEPTANCE OF THE FOLLOWING ITEMS THAT WILL BE MAINTAINED

BY THE CITY: PAVEMENT MARKINGS ON OR ADJACENT TO PAVER BRICKS,

PAINTED ASPHALT, STAMPED ASPHALT OR PAVEMENT MARKINGS MADE OF

PAVER BRICKS, PAVEMENT MARKINGS ON OR ADJACENT TO PAINTED

ASPHALT, RAISED INTERSECTIONS AND RELATED MARKINGS AND SIGNING,

UN-WARRANTED MID-BLOCK CROSSWALKS AND RELATED MARKINGS AND

SIGNING UN-WARRANTED CROSSWALKS AND RELATED MARKINGS AND

SIGNING, PAINTED/DECORATIVE CROSSWALKS, RAISED CROSSWALKS AND

RELATED MARKINGS AND SIGNING, ADVANCED WARNING PAVEMENT

MARKINGS FOR SPEED TABLES, BLINKER SIGNS, RECTANGULAR RAPID

FLASHER BEACONS AND RELATED MARKINGS AND SIGNING, ON-STREET

PARKING AND RELATED MARKINGS AND SIGNING, IN-ROAD LIGHTING AND

RELATED MARKINGS AND SIGNING, GREEN BIKE LANES, FLEXIBLE

DELINEATORS, DECORATIVE SIGNS AND DECORATIVE SIGN POSTS, PLANTERS,

ON-SITE PAVEMENT MARKINGS AND SIGNING, OFF-SITE PAVEMENT

MARKINGS AND SIGNING IN RIGHT-OF-WAY THAT IS NOT DEDICATED FOR

PUBLIC USE, SIDEWALK WORK AND ASPHALT WORK.

LEGEND AND ABBREVIATIONS

ARV AIR RELEASE VALVE

ASPH ASPHALT

BFP BACKFLOW PREVENTER

BASE LINE

BOP BOTTOM OF PIPE

BOS BOTTOM OF STRUCTURE

BT BURIED TELEPHONE

CATV CABLE TELEVISION

CB CATCH BASIN

CE CONTROL ELEVATION

CLEAR CLEARANCE

CL CENTER LINE

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

COMM, COM COMMUNICATIONS

CONC CONCRETE

CS CONTROL STRUCTURE

C&G CURB AND GUTTER

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

DR DRAINAGE

EL ELEVATION

EOP EDGE OF PAVEMENT

EXIST EXISTING

FECR FLORIDA EAST COAST RAILWAY

FDC FIRE DEPARTMENT CONNECTION

FH FIRE HYDRANT

FT FEET

FM FORCE MAIN

GV GATE VALVE

GRD FINISH GRADE

HDPE HIGH DENSITY POLYETHYLENE

HW HEADWALL

IE INVERT ELEVATION

INV INVERT OF PIPE

L LEFT

LF LINEAR FEET

LS LIFT STATION

MH MAINTENANCE ACCESS STRUCTURE

MIN MINIMUM

NAVD NORTH AMERICAN VERTICAL DATUM

OE OVERHEAD ELECTRIC

PV PLUG VALVE

PROP PROPOSED

RE RIM ELEVATION

RIM RIM OF STRUCTURE

RCP REINFORCED CONCRETE PIPE

R RIGHT

R/W RIGHT OF WAY

SAN SANITARY SEWER

SD STORM DRAIN

SLS SANITARY SEWER LIFT STATION

SMH SANITARY SEWER MAINTENANCE ACCESS STRUCTURE

STA STATION

STR STRUCTURE

TOB TOP OF BANK

TOE TOE OF BANK

TOP TOP OF PIPE

TYP TYPICAL

WM WATER MAIN

W/ WITH

UNK UNKNOWN

VERT VERTICAL

CONCRETE

TOE OF BANK

SECTION LINE

EASEMENT LINE

R/W LINE

TOP OF BANK

NON VEHICULAR ACCESS LINE

TO BE REMOVED

RESTORATION

CHAIN LINK FENCE

EXISTING COMMUNICATIONS

GUARD RAIL

METAL FENCE

EXISTING OVERHEAD ELECTRIC

EXISTING FORCE MAIN

EXISTING GAS LINE

EXISTING SANITARY SEWER

EXISTING WATER MAIN

EXISTING BURIED ELECTRIC

EXISTING DRAINAGE

MAILBOX

ROAD SIGN

EXISTING TREE

EXIST CLEAN OUT

SANITARY SEWER MAINTENANCE ACCESS STRUCTURE

CATCH BASIN

WATER METER

WATER VALVE, PER SURVEY

BACKFLOW PREVENTER

FIRE HYDRANT, PER SURVEY

ELECTRICAL BOX

ELECTRICAL MAINTENANCE ACCESS STRUCTURE

FPL TRANSFORMER

CONCRETE POWER POLE

CONCRETE LIGHT POLE

TELEPHONE BOX

TELEPHONE MAINTENANCE ACCESS STRUCTURE

EXISTING MAINTENANCE ACCESS STRUCTURE

GAS VALVE

SEPTIC TANK

BOLLARD

ANCHER

WOOD POLE

ELECTRICAL OUTLET

TELEPHONE PEDESTAL

WOOD POST

CABLE TELEVISION PEDESTAL

IRRIGATION VALVE

VAULT

TELEPHONE BOX

ELECTRICAL METER

WOOD LIGHT POLE

EXISTING LIFT STATION

EXISTING FORCE MAIN VALVE

MARKER POST

CONCRETE POWER POLE

ELECTRICAL PULL BOX

DOUBLE DETECTOR CHECK VALVE

BUILDING COLUMN

PARKING LIGHT POLE

SECURITY KEYPAD

CONSTRUCTION LIMITS

PROPOSED INLET PROTECTION

CENTERLINE OF ROADWAY

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

3111 N UNIVERSITY DR #700,

CORAL SPRINGS, FL 33065

CORAL SPRINGS (754) 229.3044

BCWWS REGIONAL EFFLUENT AND REUSE

SOLUTIONS - BID PACK #1

POMPANO BEACH, FLORIDA

DESIGNED BY: OLENA LYTVYN, PE FL-REG #82696

DATE: NOVEMBER 5, 2024

416756GENERAL NOTES AND ABBREVIATIONS

GN-01

BID SET

AutoCAD SHX Text (P / 148,000)

AutoCAD SHX Text S

AutoCAD SHX Text

CB

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

WV

AutoCAD SHX Text

ST

AutoCAD SHX Text

IRR

AutoCAD SHX Text

GAS

AutoCAD SHX Text

FM

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

3111 N UNIVERSITY DR #700,

CORAL SPRINGS, FL 33065

CORAL SPRINGS (754) 229.3044

BCWWS REGIONAL EFFLUENT AND REUSE

SOLUTIONS - BID PACK #1

POMPANO BEACH, FLORIDA

DESIGNED BY: OLENA LYTVYN, PE FL-REG #82696

DATE: NOVEMBER 5, 2024

416756

W COPANS RD

N A

N D

R

EW

S A

V E

E COPANS RD

D

IX

IE

H

W Y

N E

3R D

A V

E

FM-01

FM-02

FM-03

EFFLUENT TRANSMISSION MAIN KEY MAP

KM-01

FM-04

C S

X R

A

IL

R A

O D

FE

C

R A

IL

R

O A

D

BID SET

E

TOE

TOBTOBTOB

TOB TOB TOB

TOB TOB TOB TOB

TOE

TOE

TOE

TOE

TOE TOE TOE

OHW OHW OHW OHW OHW OHW

STM

STMSTM

STM

ST

M

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

72" RCP OUTFALL

I.E.=2.39'

72" RCP OUTFALL

I.E.=2.47'

72" RCP OUTFALL

I.E.=1.97'

72" RCP OUTFALL

I.E.=1.78'

TOETO

B

TO

B

TO

E

TO

B

TO

B

TO

E

TO

E

CONC. WALK

CONC. WALK

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

2' C&G

2' C&G

2' C&G

2' C&G

2' C&G

2' C&G 2' C&G

2' C&G

2' C&G

2' C&G

2' C&G

2' C&G

ASPHALT

ASPHALT

CONC.

CONC.

E/P E/P

E/P

E/P

E/P

E/P

E/P

E/P E/P

E/P E/P

E/P

E/P

E/P

E/P

E/P E/P E/P

E/P E/P

2' C&G

2' C&G 2' C&G

2' C&G

GRASS

GRASS

GRASS GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS GRASS GRASS GRASS

GRASS

GRASS

GRASS

GRASS GRASS

GRASS

GRASS

O H

W O

H W

O H

W

0.7' C.C.

E/P E/P

CONC. WALK

CONC. WALK

CONC. WALK

6' C.L.F.

6' C.L.F.

6' C.L.F.

6' C.L.F.

6' C.L.F.

6' C.L.F.

" R

C P

SD

" R

C P

SD

" R

C P

SD

" R

C P

SD

" R

C P

SD

" R

C P

SD

" R

C P

SD

" R

C P

SD

' D

R

AI

N

AG

E

EA

SE

M

EN

T

P.

B.

PG

. 3

0;

B

.C .R

. F.D.O.T. SECTION NO. 89070-2413

ELEC ELEC

ELEC

WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

WM WM

FM FM FM FM FM FM FM FM FM

COM COM COM COM COM COM COM COM COM COM COM COM

COM COM

COM COM COM COM COMCOM COM

C O

M C

O M

C O

M

CO

M

C O

M C

O M

C O

M C

O M

COM COM COM COM COM COM COM

ELEC

EL

EC

ELEC

ELEC ELEC ELEC

EL

EC

EL

EC

EL

EC

ELE

C

ELEC

ELEC ELEC ELEC

ELEC ELEC ELEC

ELEC ELEC ELEC

ELEC ELEC

ELEC

3+00 4+00 5+00 6+00 7+00 8+00 9+00

W COPANS ROAD

PROPOSED 24" DIP

C

SX

R

AI

LR

O

AD

EXISTING 30" DIP

REGIONAL SEWER

FORCE MAIN

STA 4+61.55

24" CAP

N 701274.72 E 938777.80

STA 6+29.58

24" CAP

N 701279.17 E 938945.77

36" STEEL CASING

WITH 24" DI CARRIER

PIPE

2" ARV

2" ARV

120'x30' STAGING

AREA

10' W X 15' L X 12' D

LAUNCH

PIT

10' W x 10' L x 12' D

RETRIEVAL

PIT

100'x30' STAGING

AREA

STA 4+86.13

24" 45° BEND

N 701275.33 E 938802.37

STA 4+88.80

24" 45° BEND

N 701275.37 E 938805.04

CONTRACTOR TO

TEMPORARILY

RELOCATE OHW

DURING

CONSTRUCTION

STA 4+68.63

24" PLUG VALVE

N 701274.83 E 938784.88

STA 6+22.01

24" PLUG VALVE

N 701279.02 E 938938.20

SFRC RIGHT-OF-WAY

BORING B6

N 701359.60 E 938830.55

BORING B7

N 701362.41 E 938925.58

REFER TO BID

PACKAGE #2

REFER TO BID

PACKAGE #2

STA 6+02.18

24" 45° BEND

N 701278.50 E 938918.38

STA 6+04.81

24" 45° BEND

N 701278.67 E 938921.00

51.19' 51.47'

EXISTING BURIED

ELECTRIC

EXISTING 16" DIP WM

EXISTING BURIED

FIBER OPTIC AND

CABLE

EXISTING 54" FM

EXISTING 72" SD

-10

-8

-6

-4

-2

-10

-8

-6

-4

-2

3+00 4+00 5+00 6+00 7+00 8+00

EXISTING GRADE

RAILROAD TRACKS

CSX RAILROAD

ROW

EX 72" SD

2" ARV

STA 4+76

REFER TO BID

PACKAGE #2

105' MICROTUNNEL

36" STEEL CASING MIN

THICKENSS OF 0.469"

TOP EL: 8.83'

WITH 24" DI CARRIER PIPE

ST

A

4+

.5

" C

AP

C

L

EL

1.

ST

A

6+

.5

" C

AP

C

L

EL

0.

2" ARV

STA 6+15

REFER TO BID

PACKAGE #2

3'

MINPROPOSED 24" DIP

ST

A

4+

.1

" 4

5° B

EN

D

C L

EL

1.

ST

A

4+

.8

" 4

5° B

EN

D

C L

EL

.2

ST

A

4+

.6

" P

LU

G

V

AL

VE

C

L

EL

1.

ST

A

6+

.0

" P

LU

G

V

AL

VE

C

L

EL

0.

UNKNOWN PIPE

FIBER PIPE

ELEC

RESTRAIN 157 LF

OF PIPE

RESTRAIN 157 LF

OF PIPE

ST

A

6+

.1

" 4

5° B

EN

D

C L

EL

.2

ST

A

6+

.8

" 4

5° B

EN

D

C L

EL

0.

4' 6"

4' -9

" 7' -0

4' -8

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

3111 N UNIVERSITY DR #700,

CORAL SPRINGS, FL 33065

CORAL SPRINGS (754) 229.3044

BCWWS REGIONAL EFFLUENT AND REUSE

SOLUTIONS - BID PACK #1

POMPANO BEACH, FLORIDA

DESIGNED BY: OLENA LYTVYN, PE FL-REG #82696

DATE: NOVEMBER 5, 2024

416756

5' 3' 0 5' 10'

VERTICAL SCALE 1"=5'

80'40'20' 040'

HORIZONTAL SCALE 1"=40'

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY UTILITIES

PRIOR TO EXCAVATION.

2. UNLESS OTHERWISE SHOWN ON DRAWING,

CONTRACTOR TO MAINTAIN 30" MINIMUM

COVER OF PIPE AND RECEIVE APPROVAL

FROM OWNER/EOR FOR LESS THAN MINIMUM

COVER DUE TO FIELD CONDITIONS AND

REQUIRED UTILITY SEPARATIONS.

CONSTRUCTION NOTES:

1. CONTRACTOR TO INSTALL WATERTIGHT

SUPPORT OF EXCAVATION FOR LAUNCH AND

RETRIEVAL PITS DUE TO WATER

CONTAMINATED GROUNDWATER.

2. LAUNCH AND RETRIEVAL PITS SHALL BE BIG

ENOUGH TO CONSTRUCT THE PIPING

TRANSITION AS SHOWN.

3. FINAL DIMENSIONS OF LAUNCH AND

RECEIVING PITS SHALL BE SELECTED BY

CONTRACTOR TO MEET THEIR MEANS AND

METHODS.

FI

LE

P

AT

H:

C pw

_w or ki ng

\b vw

_a m er ic as _2

\d

8\

-3 D-

PI

PE

N

ET

W O

RK

A

N D

PR

O

FI

LE

S.

dw g

PL

O T

DA

TE

: 4 /2

/2

EFFLUENT TRANSMISSION MAIN PLAN AND PROFILE

FM-01

TOB

M M

TOB

TOBTOB

TOBTOB

TOB

TOE

TOE

STM

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

C O

N C

. W

AL

K

C O

N C

. W

AL

K

C O

N C

. W

AL

K

C O

N C

. W

AL

K

CONC. WALK

CONC. WALK

CONC. WALK

CONC. WALK

C O

N C

. W

AL

K

C O

N C

. W

AL

K

C O

N C

. W

AL

K

6' V.F.

6' V.F.

6' V.F.

6' C

.L .F

ASPHALTDRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

E/P

E/P

E/PE/P

E/P

GRASS

GRASSGRASS

GRASS

6' V

.F

4' W

.F

4' W.F.

ASPH.DRIVE

CONC.DRIVE

4' C.L.F.

6' C.L.F.

6' C.L.F.

6' W.I.F.GATE

ASPHALT

ASPHALT

ASPHALT

E/ P

E/ P

E/ P

E/ P

E/P

E/P

E/P

E/P

E/P

E/P

E/P

E/P

ASPHALT

E/P

E/P

E/P

E/P

2' C&G

2' C&G

2' C&G

2' C&G

2' C&G

2' C&G

GRAVELDRIVE

ASPHALT

ASPHALT

C O

N C

. W

AL

K

0.7' C.C.

SS

SS

SS

SS

SS

SS

SS

SS

ELEC

ELEC

FOC

W M

W M

W M

W M

W M

W M

W M

W M

W M

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

C

AT

V

C O

M

C O

M

COM

COM

COM

COM

C O

MC

O

M

C O

M

C O

M

C O

M

C

AT

V

COM

COM

COM

COM

ELEC

ELEC

ELEC

ELEC ELEC

G

AS

G

AS

G

AS

WM

WM

WM

W M

N E

3R D

A

VE

NE 23RD ST

D

IX

IE

H

W Y

ACCESS RD

PROPOSED 1,230± LF

OF 30" STEEL

CASING WITH 24"

HDPE DR-11 CARRIER

CONTRACTOR TO

MAINTAIN 100'

SEPARATION FROM EX.

WELL HOUSE

5800' RADIUS

COMPOUND

CURVE

FE

C

R

AI

LR

O

AD

2" ARV

STA 0+34.90

24" TRANSITION COUPING

N 700929.51 E 944796.96

20 LF OF 24" DIP

STA 0+24.48

24" PLUG VALVE

N 700932.03 E 944786.85

9'

TO

F

EC

CO

N

TR

O

L

IN

FR

AS

TR

UC

TU

RE

0'

TO

F

EC

CO

N

TR

O

L

IN

FR

AS

TR

UC

TU

RE

REFER TO BID

PACKAGE #2

BORING B14

N 700870.50

E 945172.44 BORING B15

N 700856.11 E 945248.90

STA 0+08.96

24" CAP

N 700935.79 E 944771.78

STAGING AREA

20'x8' SENDING

PIT

100' FERC ROW

EXISTING 8" DIP WM0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

-40

-38

-36

-34

-32

-30

-28

-26

-24

-22

-20

-18

-16

-14

-12

-10

-8

-6

-4

-2

-40

-38

-36

-34

-32

-30

-28

-26

-24

-22

-20

-18

-16

-14

-12

-10

-8

-6

-4

-2

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

RAILROAD TRACKS

R = 3600' (MIN)

30" STEEL FM CASING PIPE

WITH 24" HDPE DR-11

CARRIER PIPE

DIXIE HWY

EOP

EXISTING GRADE

50'

2" ARV

STA 0+32

REFER TO BID

PACKAGE #2

EX 8" WM

RAILROAD ROW

ST

A

0+

.9

" T

R

AN

SI

TI

O N

C O

U

PI

N G

C L

EL

3.

ST

A

0+

.9

D R

IL

L

EN

TR

Y

EL

6.

ST

A 0+

.9

" C

AP

C L

EL

3.

ST

A

0+

.4

" P

LU

G

V

AL

VE

C

L

EL

3.

3'

MIN

DESIGNED:

DATE:

DRAWN:

DATE:

CHECKED:

DATE:

SCALE:

PROJECT No.:

CAD FILE:

SHEET:No. DATE REVISION BYNo. DATE REVISION BY

3111 N UNIVERSITY DR #700,

CORAL SPRINGS, FL 33065

CORAL SPRINGS (754) 229.3044

BCWWS REGIONAL EFFLUENT AND REUSE

SOLUTIONS - BID PACK #1

POMPANO BEACH, FLORIDA

DESIGNED BY: OLENA LYTVYN, PE FL-REG #82696

DATE: NOVEMBER 5, 2024

416756

5' 3' 0 5' 10'

VERTICAL SCALE 1"=5'

80'40'20' 040'

HORIZONTAL SCALE 1"=40'

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY UTILITIES

PRIOR TO EXCAVATION.

2. UNLESS OTHERWISE SHOWN ON DRAWING,

CONTRACTOR TO MAINTAIN 30" MINIMUM

COVER OF PIPE AND RECEIVE APPROVAL

FROM OWNER/EOR FOR LESS THAN MINIMUM

COVER DUE TO FIELD CONDITIONS AND

REQUIRED UTILITY SEPARATIONS.

3. UPON COMPLETING THE DIRECTIONAL DRILL

CONTRACTOR SHALL CUT STEEL CASING AS

NEEDED PRIOR TO INSTALLING HDPE

TRANSITION COUPLING.

CONSTRUCTION NOTES:

1. MITIGATION MEASURES SHALL BE TAKEN AT

DRILL ENTRY AND DRILL EXIT TO PREVENT

INADVERTENT RETURN.

FI

LE

P

AT

H:

C pw

_w or ki ng

\b vw

_a m er ic as _2

\d

8\

-3 D-

PI

PE

N

ET

W O

RK

A

N D

PR

O

FI

LE

S.

dw g

PL

O T

DA

TE

: 4 /2

/2

EFFLUENT TRANSMISSION MAIN PLAN AND PROFILE

FM-02

SE

E

SH

EE

T

FM

-0

M

AT

C H

LI

N

E

ST

A.

+0

STM

STM

STM

STM

STM

W

MARKER POST

TOE

TOE

TOE

TOE

TOE

TOE

TOB

TOB

TOB

TOB

TOB

TOB

TOB

O H

W

O H

W

O H

W

O H

W

O H

W

O H

W

O H

W

OHW OHW OHW OHW

OHW

OHW

OHW OHW OHW OHW OHW OHW

TOB

TOB

STM

STM

STM

STM

STM