City_FDOT_Approved_Plans_4-4-24.pdf

PDF 5 MB Posted Jul 21, 2025

Attached to: Fiber Installation
Solicitation number: TS-25-14
Issued by: Broward County, Florida

About this file

Written by GovTribe AI · Nov 24, 2025

This is an FDOT-approved engineering plan document for a fiber optic infrastructure project in the City of Pembroke Pines, Florida, involving the installation of underground fiber optic conduits connecting Fire Station 79 to West Pines Soccer Field Building. The project, designated KMV-PP-24-001, spans approximately 1,900 linear feet along Pines Boulevard (SR 820) and includes directional boring and open trench methods for conduit installation. The scope includes installation of two 1.5-inch HDPE conduits with fiber optic cable at minimum depths of 120 inches in roadway sections and 36 inches in hand trench areas, with five handholes (30"W x 48"L x 36"D) installed at stations 0+90, 9+50, 14+05, 18+60, and 19+90 for fiber access and management. The engineering design was completed and FDOT-approved on April 4, 2024, by KMV Fibertelecom Inc., with design engineer John L. England serving as the primary contact. The project coordinates with City of Pembroke Pines and FDOT permitting requirements and includes restoration of 252 square feet of concrete sidewalk and 198 square feet of grass areas to equal or better condition.

Key construction requirements include verification of all existing utilities through soft-dig methods and compliance with mandatory 72-hour advance notification to Sunshine State One-Call (811) prior to construction commencement. The contractor must maintain minimum 7.5-foot horizontal separation and 18-inch vertical separation from City utilities and comply with FDOT Standard Specifications Section 555 for directional boring and Section 3.10 of the 2017 Utility Analysis Manual for underground installation. Special provisions address protection of existing drainage systems, gas mains, and all above-ground features with ADA-compliant handhole installations and FDOT-approved maintenance of traffic (MOT) by a certified MOT contractor. All concrete and asphalt surfaces must be restored joint-to-joint without patching, with landscaping and turf replacement at the permittee's expense. The plans reference a Ditch Witch JT20 directional drill with entry angle specifications of 10-14 degrees and minimum bend radius of 107 feet, requiring extreme caution near wetlands to prevent water quality issues and careful coordination with Broward County Department of Transportation and Public Works for any signalized intersection work.

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DRAWING NAME:

CHECKED BY:

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-001 - FIRE STATION 79 TO WEST PINES SOCCER

FIELD BUILDING 4-4-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-001

19900 PINES BLVD

PEMBROKE PINES, FL 33029

UG FIBER - PROPOSED

AERIAL FIBER - EXISTING

STRAND - EXISTING

INNERDUCT - EXISTING

UG FIBER - EXISTING

CONDUIT - EXISTING

AERIAL FIBER - PROPOSED

STRAND - PROPOSED

CONDUIT - PROPOSED

INNERDUCT - PROPOSED

GAS

WATER

TELEPHONE

ELECTRIC

SANITARY SEWER (SEW)

STORM DRAIN

FENCE

CABLE TV

STEAM

OIL

UNKNOWN UTILITY

LINETYPES

RIGHT OF WAY

EDGE OF PAVEMENT

STREET LIGHT

FOC

FORCE MAIN

TRAFFIC

RECLAIMED WATER

EASEMENT

ASBUILT CONDUIT

SITE LOCATION

CONFIDENTIAL/PROPRIETARY

SHEET: OF 01 14

STA 0+00 START

PROJECT: KMV-PP-24-001 - FIRE STATION 79 TO WEST PINES SOCCER FIELD BUILDING

ADDRESS: 19900 PINES BLVD, PEMBROKE PINES, FL 33029 - ENGINEERING

CONTACTS

KMV

Fibertelecom

FTGJOB DESCRIPTION

SUMMARY DATA

1900'DIRECTIONAL BORE

TWP : RNG : SEC :

PLAT BOOK : PAGE :

51S 39E 14

DATE SUBMITTED

05/28/2024

PEMBROKE PINES

JOHN L.ENGLAND

DESIGN ENGINEER

PHONE: (954) 518-8905

JENGLAND@PPINES.COM

KMV FIBERTELECOM INC

SANDRA KARINA VARGAS

10604 NW 48TH ST

CORAL SPRINGS FL 33076

PHONE: 954-937-5239

KARINAV@KMVFIBERTELECOM.COM

Know what's below.

before you dig.Call

STA 20+30 END

JURISDICTION:

* CITY OF PEMBROKE PINES

* FDOT

01 OF 14 - COVER SHEET/SITE LOCATION

02 OF 14 - OVERALL MAP

03 OF 14 - CONSTRUCTION NOTES

04 OF 14 TO 06E OF 14 - PLAN VIEWS & PROFILES

07 OF 14 - PHOTOGRAPHS

08 OF 14 TO 11 OF 14 - TYPICAL

12 OF 14 TO 14 OF 14 - MOTS

SITE INDEX

10'HAND TRENCH

PERMITTING

SCALE: NTS

90'EXISTING CONDUIT

4HANDHOLE

STA 18+70 END

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-001 - FIRE STATION 79 TO WEST PINES SOCCER

FIELD BUILDING 4-4-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-001

19900 PINES BLVD

PEMBROKE PINES, FL 33029

CONFIDENTIAL/PROPRIETARY

SHEET: OF 02 14

Know what's below.

before you dig.Call

END

20+30

CITY OF PEMBROKE PINES

PERMIT

FDOT

PERMIT

SCALE: NTS

FDOT MILEPOST: 15.404

MOT INDEX 102 - 602

MOT INDEX 102 - 660

MOT INDEX 102 - 602

MOT INDEX 102 - 660

START

0+00

PINES BLVD / HOLLYWOOD BLVD / SR 820

END

18+70

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-001 - FIRE STATION 79 TO WEST PINES SOCCER

FIELD BUILDING 4-4-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-001

19900 PINES BLVD

PEMBROKE PINES, FL 33029

CONSTRUCTION NOTES

TYPICAL UNDERGROUND CONSTRUCTION:

- RESTORE ALL SURFACES TO EQUAL OR BETTER CONDITION.

- CONTRACTOR TO VERIFY ALL MEASUREMENTS AND DISTANCES PRIOR TO CONSTRUCTION.

- CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING CONDUIT PRIOR TO CONSTRUCTION.

- CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND IMMEDIATELY NOTIFY THE ENGINEER IN

WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

- MAINTAIN A MIN BENDING RADIUS OF 5' ON ALL DUCT CONFIGURATION.

- ANY CHANGES ON PROPOSED RUNNING LINE HAVE TO GET APPROVAL FROM BLUE STREAM CONSTRUCTION MANAGER.

FOR CONSTRUCTION:

- EXTREME CAUTION TO BE TAKEN TO CONTAIN SLURRY AROUND WORK AREAS NEAR WETLANDS TO AVOID ANY WATER QUALITY ISSUES!

- LOCATIONS, ELEVATIONS LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER SITE FEATURES SHOWN

ON THE DRAWINGS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. PLEASE CONTACT

SUNSHINE STATE ONE-CALL AT 1-800-432-4770

- CAUTION: EXISTING UNDERGROUND UTILITIES IN AREA. NO ELEVATION RECORDS FOR EXISTING UTILITIES AVAILABLE. CONTRACTOR SHOULD

CONTACT SUNSHINE 811, LOCATE ALL UTILITIES AND VERIFY ALL DEPTHS PRIOR TO CONSTRUCTION

DESIGN TICKET

#xxxxxxxxxxxx

FDOT GENERAL NOTES:

· EXISTING F.D.O.T. DRAINAGE SYSTEM SHALL BE PROTECTED AT ALL TIMES BY THE PERMITTEE. ANY DAMAGE TO THE F.D.O.T. DRAINAGE SYSTEM (STRUCTURES OR PIPES) SHALL BE REPAIRED/REPLACED BY THE PERMITTEE AT NO COST TO THE DEPARTMENT.

· EXISTING GAS MAIN SHALL BE PROTECTED AT ALL TIMES DURING EXCAVATION, DRILLING AND CONDUIT INSTALLATION ACTIVITIES. UTILITY GAS COMPANY SHALL BE PRESENT AT THE PRE-CONSTRUCTION MEETING AND GIVE WRITTEN CLEARANCE PRIOR TO COMMENCEMENT OF ANY PERMIT

OPERATIONS.

· ANY DAMAGE TO CONCRETE SIDEWALK, CURB AND GUTTER, PEDESTRIAN CURB RAMPS, AND TRAFFIC SEPARATORS SHOULD BE RESTORED PER FDOT STANDARDS PLANS INDEX NO. 522-001, 520-001, 522-002, AND 520-020, ADA STANDARDS, AND FDOT STANDARD SPECIFICATION 522.

DAMAGED SIDEWALK, CURB AND GUTTER, AND TRAFFIC SEPARATORS SHALL BE RESTORED WITH FULL FLAGS/JOINT TO JOINT AT THE PERMITTEES EXPENSE; PATCHING IS NOT PERMITTED. IMPACTED PEDESTRIAN RAMPS SHALL BE REPLACED COMPLETELY; HANDHOLES MUST NOT BE LOCATED WITHIN PEDESTRIAN RAMPS. MAKE SURE TO FURNISH APPROPRIATE EXPANSION JOINTS PER FDOT STANDARDS PLANS INDEX 350-001. IMPACTED DETECTABLE WARNING SURFACES NEED TO BE RESTORED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX NO. 522-002 AND

SPECIFICATION 527.

· HANDHOLES AND PULL BOXES SHALL NOT BE INSTALLED WITHIN THE FOOTPRINT OF EXISTING PEDESTRIAN ADA CURB RAMP NEITHER DRIVEWAY ENTRY AREA. REFER TO PPM, VOL. 2, CH. 8, SECTION 8.3.2 REGARDING NONSLIP TOP SURFACE IF THE HAND HOLE IS PROPOSED WITHIN PEDESTRIAN CURB RAMP. DO NOT INSTALL NEW HH AT LEAST 10' FROM ADA CURB RAMPS, FIRE HYDRANTS, BUS BOOTH-BENCHES

· WHERE PEDESTRIAN FACILITIES ARE DETOURED, BLOCKED, OR CLOSED DURING THE WORK, PLEASE ENSURE TO PROVIDE SAFE ALTERNATE ACCESSIBLE ROUTES THROUGH OR AROUND THE WORK ZONE THAT MEETS THE REQUIREMENTS OF THE ADA STANDARDS AND FDOT STANDARD

PLAN INDEX 102-660.

· RESTORATION OF SODDING AND TURF SHOULD BE DONE ACCORDING TO FDOT 2023-2024 STANDARD INDEX No 570-001.

· PROVIDE PROTECTION TO THE EXISTING TREES AND AVOID ANY IMPACT TO THE ROOTS. WHEN CONSTRUCTION AFFECTS TREE ROOTS

OR CANOPY, PROVIDE TRIMMING PER FDOT STANDARD PLANS INDEX 110-100.

· PROVIDE APPROPRIATE EROSION CONTROL DEVICES DURING CONSTRUCTION.

· LANDSCAPING, TREES, SOD SHALL BE REPLACED AT THE COST OF THE PERMITTEE

· THE CONTRACTOR SHALL COORDINATE WITH BROWARD COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS (DTPW), TRAFFIC SIGNALS & SIGNS DIVISION AT LEAST 5 WORKING DAYS PRIOR TO ANY WORK DONE AT SIGNALIZED INTERSECTIONS , WHICH

EITHER CLOSE ANY LANES, NEED CHANGES IN THE SIGNAL OPERATION OF TIMING, DAMAGE OR HINDER ANY SIGNAL SENSOR, OR

DAMAGE ANY CABLE OR SIGNAL EQUIPMENT.

· PERMITTEE IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND FACILITIES PRIOR TO DIRECTIONAL DRILLING/TRENCH WORK AND

ASSUMES ALL RESPONSIBILITY FOR ANY DAMAGE DONE TO UNDERGROUND FACILITIES AND ABOVE GROUND FACILITIES. DIRECTIONAL

BORING SHALL BE CONDUCTED ACCORDING TO LATEST SECTION 555 OF FDOT'S STANDARD SPECIFICATIONS AND 3.16.9.1 OF THE 2017

U.A.M. OPEN TRENCH SHALL BE CARRIED OUT PER 3.16.4. OF 2017 U.A.M

· CONDUIT INSTALLATION SHALL ADHERE TO THE LATEST FDOT STANDARD PLANS INDEX NO. 630-001

· ACCORDING TO SECTION 3.10 OF 2017 U.A.M, WHEN UNDERGROUND AND AERIAL UTILITIES OCCUPY THE SAME ROADSIDE, UNDERGROUND UTILITIES SHALL NOT BE PLACED WITHIN THREE (3) FEET OF THE R/W LINE.

· DAMAGED SIDEWALK, CURB AND GUTTER, AND TRAFFIC SEPARATORS SHALL BE RESTORED WITH FULL FLAGS/JOINT TO JOINT AT THE

PERMITTEES EXPENSE; PATCHING IS NOT PERMITTED. RESTORATION SHALL MATCH EXISTING CONCRETE PATTERN, PAVERS, AND

COLOR. IMPACTED PEDESTRIAN RAMPS AND DRIVEWAYS SHALL BE REPLACED COMPLETELY. INCLUDE 1 FOOT OF LEVEL EMBANKMENT

FOR EROSION AND ENSURE TO NOT CREATE ANY DROP OFF HAZARDS AS SHOWN ON FDM FIGURE 222.4.1. IMPACTED DETECTABLE

WARNING SURFACES NEED TO BE RESTORED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX NO. 522-002 AND SPECIFICATION 527

· PROPOSED HANDHOLES MUST ADHERE TO LATEST FDOT STANDARD PLANS INDEX NO. 635-001”. ENSURE ALL HANDHOLE LIDS ON

SIDEWALK ARE FLUSH AND ADA COMPLIANT. MAINTAIN THE TEMPORARY PATCHES AROUND THE HANDHOLE BOX EDGES AND/OR

ANYWHERE ELSE WHERE SIDEWALK HAS BEEN IMPACTED/DAMAGED BY THE DB WORK OR UTILITY INSTALLATION, SO IT PROVIDES A

SMOOTH -ALL WEATHER SURFACES ALWAYS. ONCE THE HANDHOLE IS INSTALLED THE LID MUST BE KEPT IN PLACE, BOLTED, AND

SECURED.

· TEMPORARY BARRIERS FOR PEDESTRIAN DETOURS MUST COMPLY WITH THE LATEST FDOT STANDARD PLANS INDEX NO. 102-100.

· RESTORATION OF SODDING AND TURF SHOULD BE DONE ACCORDING TO FDOT 2023-24 DESIGN STANDARDS INDEX 570-010.

· PERMITTEE MUST TAKE PICTURES OF THE EXISTING STREET LIGHTNING SYSTEM WORKING-DURING NIGHT-TIME-WITHIN THE LIMITS OF

THIS PROPOSED JOB PRIOR TO BEGIN SAID WORK. TO AVOID FUTURE DISPUTE ABOUT UNFORESEEN DAMAGES TO THE LIGHTNING

SYSTEM.

· CONTAMINATED SITES LOCATED WITHIN A 500-FOOT RADIUS OF THE PROJECT AREA THAT COULD IMPACT THE FDOT ROW HAVE BEEN

IDENTIFIED. THE PERMITTEE SHALL ASSURE THAT ANY ACTIONS CARRIED OUT ARE IN ACCORDANCE WITH ALL ENVIRONMENTAL

REGULATORY REQUIREMENTS.

· ANY ABOVEGROUND FEATURES THAT MAY BE IMPACTED BY PROPOSED WORK MUST BE IDENTIFIED TO BE

ADJUSTED/RELOCATED/REPLACED. IF SIGNS ADD ARE DAMAGED, THESE MUST BE REPLACED ACCORDING THE LATEST FDOT STANDARD

PLANS INDEX NO. 700-101. ENSURE LATERAL OFFSET AND CLEAR ZONE STANDARDS ARE BEING ADHERED TO.

CITY OF PEMBROKE PINES GENERAL NOTES

- THE CITY OF PEMBROKE PINES ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE LOCATIONS AND ELEVATIONS OF

CITY UTILITIES AS REFLECTED ON THE DRAWINGS BASED UPON INFORMATION PROVIDED FROM CITY RECORDS NOR

DOES THE CITY GUARANTEE THE COMPLETENESS OF THE CITY UTILITIES INFORMATION AS PROVIDED FROM CITY

RECORDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND UTILITY OWNER TO FIELD LOCATE AND FIELD VERIFY

ALL EXISTING UTILITIES IN THE WORK AREA FOR THE ENTIRE LIMITS OF THE PROJECT.

- A MINIMUM OF 7.5' OF HORIZONTAL SEPARATION AND A MINIMUM OF 18" OF VERTICAL SEPARATION SHALL BE

MAINTAINED TO ALL CITY OF PEMBROKE PINES UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.

- ALL CROSSINGS OF THE PROPOSED DIRECTIONAL BORE AND OPEN TRENCH INSTALLATION WITH CITY UTILITIES SHALL

BE VERIFIED FOR CONFIRMATION OF MINIMUM VERTICAL SEPARATION REQUIREMENTS BY WAY OF "SOFT DIG"

METHODS PRIOR TO THE START OF CONSTRUCTION.

- CONTRACTOR SHALL CALL "SUNSHINE ONE" AT 1-800-432-4770 OR 811 A MINIMUM OF 72 HOURS PRIOR TO THE START OF

CONSTRUCTION TO ALLOW FOR "FIELD LOCATES" OF ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS.

- ALL STREET, SIDEWALK AND SWALE (SOD) RESTORATION SHALL COMPLY WITH CITY STANDARDS AND/OR

SPECIFICATIONS, UNLESS THE STANDARDS AND/OR SPECIFICATIONS OF ANOTHER PERMITTING GOVERNMENTAL

AGENCY SUPERCEDES THOSE OF THE CITY.

- A M.O.T. PLAN PREPARED BY A F.D.O.T. CERTIFIED M.O.T. ENGINEER SHALL BE SUBMITTED FOR CONSTRUCTION PERMIT

BASED UPON THE SCOPE OF THE PROPOSED PROJECT AND EXISTING ROADWAY/STREET CONDITIONS.

- A PRECONSTRUCTION MEETING IS REQUIRED TO BE HELD WITH THE ENVIRONMENTAL SERVICES/ENGINEERING

DIVISION AS A PREREQUISITE TO THE CITY'S RELEASE OF THE CONSTRUCTION PERMIT.

- MAINTENANCE OF TRAFFIC (M.O.T.) SHALL BE PROVIDED BY A F.D.O.T. CERTIFIED M.O.T. CONTRACTOR.

CONFIDENTIAL/PROPRIETARY

SHEET: OF 03 14

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-001 - FIRE STATION 79 TO WEST PINES SOCCER

FIELD BUILDING 4-4-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-001

19900 PINES BLVD

PEMBROKE PINES, FL 33029

C L

24" WATER MAINELECTRIC 6" GAS

CATV FOCFOC FOCFOC8" WATER MAIN14" FORCE MAIN 8" FORCE MAIN

PINES BLVD / HOLLYWOOD BLVD / SR 820

D O

O W

D O

O W

PULL W/FIBER OPTIC CABLE THROUGH

EXISTING CONDUIT

STA 5+10

PROPOSED BORE PIT

REMOVE AND RESTORE 42sq ft OF CONCRETE

SIDEWALK TO EQUAL OR BETTER CONDITION

FULL FLAG RESTORATION JOINT TO JOINT

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 6''

INSTALL (2) 1.5'' HDPE CONDUITS

W/FIBER OPTIC CABLE

120" MINIMUM COVER

15' UTILITY EASEMENT

REF.: PLAT 160-16

STA 0+00

BEGIN EXISTING CONDUIT (90')

STA 0+90

END EXISTING CONDUIT

DIG & INTERCEPT EXISTING CONDUIT &

INSTALL (1) 30''Wx48''Lx36''D HANDHOLE

LID = 15K , BOX = 22K

LEAVE 100' SLACK STORAGE

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

BEGIN DIRECTIONAL BORE (1900')

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 6''

INSTALL (2) 1.5'' HDPE CONDUITS

W/FIBER OPTIC CABLE

120" MINIMUM COVER

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50

CONFIDENTIAL/PROPRIETARY

SHEET: OF 04 14

M A

T C

H E

E T

T A

Know what's below.

before you dig.Call

PLAN VIEW

SCALE: 1"=50'

CITY OF PEMBROKE PINES GENERAL NOTES

- THE CITY OF PEMBROKE PINES ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE LOCATIONS AND ELEVATIONS OF CITY UTILITIES

AS REFLECTED ON THE DRAWINGS BASED UPON INFORMATION PROVIDED FROM CITY RECORDS NOR DOES THE CITY GUARANTEE

THE COMPLETENESS OF THE CITY UTILITIES INFORMATION AS PROVIDED FROM CITY RECORDS. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR AND UTILITY OWNER TO FIELD LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES IN THE WORK AREA FOR THE ENTIRE

LIMITS OF THE PROJECT.

- A MINIMUM OF 7.5' OF HORIZONTAL SEPARATION AND A MINIMUM OF 18" OF VERTICAL SEPARATION SHALL BE MAINTAINED TO ALL

CITY OF PEMBROKE PINES UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.

- ALL CROSSINGS OF THE PROPOSED DIRECTIONAL BORE AND OPEN TRENCH INSTALLATION WITH CITY UTILITIES SHALL BE VERIFIED

FOR CONFIRMATION OF MINIMUM VERTICAL SEPARATION REQUIREMENTS BY WAY OF "SOFT DIG" METHODS PRIOR TO THE START OF

CONSTRUCTION.

- CONTRACTOR SHALL CALL "SUNSHINE ONE" AT 1-800-432-4770 OR 811 A MINIMUM OF 72 HOURS PRIOR TO THE START OF

CONSTRUCTION TO ALLOW FOR "FIELD LOCATES" OF ALL EXISTING UTILITIES WITHIN THE PROJECT LIMITS.

- ALL STREET, SIDEWALK AND SWALE (SOD) RESTORATION SHALL COMPLY WITH CITY STANDARDS AND/OR SPECIFICATIONS, UNLESS

THE STANDARDS AND/OR SPECIFICATIONS OF ANOTHER PERMITTING GOVERNMENTAL AGENCY SUPERCEDES THOSE OF THE CITY.

- A M.O.T. PLAN PREPARED BY A F.D.O.T. CERTIFIED M.O.T. ENGINEER SHALL BE SUBMITTED FOR CONSTRUCTION PERMIT BASED UPON

THE SCOPE OF THE PROPOSED PROJECT AND EXISTING ROADWAY/STREET CONDITIONS.

- A PRECONSTRUCTION MEETING IS REQUIRED TO BE HELD WITH THE ENVIRONMENTAL SERVICES/ENGINEERING DIVISION AS A

PREREQUISITE TO THE CITY'S RELEASE OF THE CONSTRUCTION PERMIT, UNLESS OTHERWISE NOTED BY THE CITY ON PAGE 2 OF

THE PERMIT APPLICATION.

- MAINTENANCE OF TRAFFIC (M.O.T.) SHALL BE PROVIDED BY A F.D.O.T. CERTIFIED M.O.T. CONTRACTOR.

NOTE: AS A CONDITION OF PERMIT, ALL CROSSINGS OF THE PROPOSED DIRECTIONAL BORE AND/OR

OPEN TRENCH INSTALLATION WITH CITY UTILITIES SHALL BE VERIFIED FOR CONFIRMATION OF

MINIMUM VERTICAL SEPARATION REQUIREMENTS BY WAY "SOFT DIG" AND/OR EXCAVATION

METHODS PRIOR TO THE START OF CONSTRUCTION.

*USE EXTREME CAUTION WHEN EXCAVATING NEAR WATER AND SEWER SERVICES.

DITCH WITCH JT20 - SPECS

ENTRY ANGLE 10-14°

BEND RADIUS, MIN 107FT

MIN DEPTH 3' 3"

FDOT MILEPOST: 15.404

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-001 - FIRE STATION 79 TO WEST PINES SOCCER

FIELD BUILDING 4-4-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-001

19900 PINES BLVD

PEMBROKE PINES, FL 33029

6+502+50 3+50 4+50 5+503+00 4+00 5+00 6+001+50 2+000+50 1+00

PROFILE - PINES BLVD / HOLLYWOOD BLVD / SR 820 (LOOKING NORTH)

HORIZONTAL SCALE: 1''=50'

VERTICAL SCALE: 1''=5'

08.00

07.00

06.00

05.00

04.00

03.00

02.00

01.00

00.00

-01.00

-02.00

-03.00

-04.00

-05.00

-06.00

-07.00

-08.00

-09.00

-10.00

-11.00

-12.00

DRIVEWAY

FOC

GRADE LEVEL

STA 0+90

END EXISTING CONDUIT

DIG & INTERCEPT EXISTING CONDUIT &

INSTALL (1) 30''Wx48''Lx36''D HANDHOLE

LID = 15K , BOX = 22K

LEAVE 100' SLACK STORAGE

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

BEGIN DIRECTIONAL BORE (1900')

I N

STA 5+10

PROPOSED BORE PIT

REMOVE AND RESTORE 42sq ft OF CONCRETE

SIDEWALK TO EQUAL OR BETTER CONDITION

FULL FLAG RESTORATION JOINT TO JOINT

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 6''

INSTALL (2) 1.5'' HDPE CONDUITS

W/FIBER OPTIC CABLE

120" MINIMUM COVER

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 6''

INSTALL (2) 1.5'' HDPE CONDUITS

W/FIBER OPTIC CABLE

120" MINIMUM COVER

BORE PITENTRY / EXIT

PIPE

BORE PITENTRY / EXIT

PIPE

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

CONFIDENTIAL/PROPRIETARY

SHEET: OF 04A 14

M A

T C

H E

E T

RECORD ON UTILITY PLANS

CONSTRUCTION CONTRACTOR

SHALL CALL LOCATES AND SOFT DIG TO DETERMINE

UTILITY ELEVATION BEFORE CONSTRUCTION.

Know what's below.

before you dig.Call

DITCH WITCH JT20 - SPECS

ENTRY ANGLE 10-14°

BEND RADIUS, MIN 107FT

MIN DEPTH 3' 3"

NOTE: AS A CONDITION OF PERMIT, ALL CROSSINGS OF THE PROPOSED DIRECTIONAL BORE AND/OR OPEN TRENCH INSTALLATION

WITH CITY UTILITIES SHALL BE VERIFIED FOR CONFIRMATION OF MINIMUM VERTICAL SEPARATION REQUIREMENTS BY WAY "SOFT

DIG" AND/OR EXCAVATION METHODS PRIOR TO THE START OF CONSTRUCTION.

*USE EXTREME CAUTION WHEN EXCAVATING NEAR WATER AND SEWER SERVICES.

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-001 - FIRE STATION 79 TO WEST PINES SOCCER

FIELD BUILDING 4-4-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-001

19900 PINES BLVD

PEMBROKE PINES, FL 33029

P I N

L V

O L

L Y

W O

O D

L V

C/L

8" WATER MAIN

4" FORCE MAIN

TELEPHONE

36" STORM SEWER

15" STORM SEWER

CATV

FOC

14" FORCE MAIN

8" FORCE MAIN

8" WATER MAIN

FOC

A T

E R

I N

E L E

C T

R I C

A S

262' FDOT ROW

162' 100'

262' FDOT ROW

162' 100'

15' UE

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 6''

INSTALL (2) 1.5'' HDPE CONDUITS

W/FIBER OPTIC CABLE

120" MINIMUM COVER

STA 9+50

INSTALL (1) 30''Wx48''Lx36''D HANDHOLE

LID = 15K , BOX = 22K

LEAVE 100' SLACK STORAGE

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 6''

INSTALL (2) 1.5'' HDPE CONDUITS

W/FIBER OPTIC CABLE

120" MINIMUM COVER

STA 14+05

PROPOSED BORE PIT

REMOVE AND RESTORE 48sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 6''

INSTALL (2) 1.5'' HDPE CONDUITS

W/FIBER OPTIC CABLE

120" MINIMUM COVER

15' UTILITY EASEMENT

REF.: PLAT 155-21

21'

95'

41'

CONFIDENTIAL/PROPRIETARY

SHEET: OF 05 14

MATCH TO SHEET 04 - STA 6+90