City_Approved_Plans_-_Pines_BLVD_Crossing_Only_8-27-24.pdf

DRAWING NAME:

CHECKED BY:

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-002 - FIRE STATION 89 TO WALTER YOUNG

MIDDLE SCHOOL 4-2-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-002

901 NW 129TH AVE

PEMBROKE PINES, FL 33028

UG FIBER - PROPOSED

CONDUIT - EXISTING

AERIAL FIBER - EXISTING

STRAND - EXISTING

INNERDUCT - EXISTING

UG FIBER - EXISTING

AERIAL FIBER - PROPOSED

STRAND - PROPOSED

CONDUIT - PROPOSED

INNERDUCT - PROPOSED

SANITARY SEWER (SEW)

GAS

WATER

TELEPHONE

ELECTRIC

STEAM

STORM DRAIN

FENCE

CABLE TV

UNKNOWN UTILITY

OIL

LINETYPES

RIGHT OF WAY

EDGE OF PAVEMENT

FOC

STREET LIGHT

FORCE MAIN

TRAFFIC

RECLAIMED WATER

EASEMENT

ASBUILT CONDUIT

SITE LOCATION

CONFIDENTIAL/PROPRIETARY

SHEET: OF 01 06

STA 2+35 START

PROJECT: KMV-PP-24-002 - FIRE STATION 89 TO WALTER YOUNG MIDDLE SCHOOL 4-2-24

ADDRESS: 901 NW 129TH AVE, PEMBROKE PINES, FL 33028 - FDOT PERMIT

CONTACTS

KMV

Fibertelecom

FTGJOB DESCRIPTION

SUMMARY DATA

217'DIRECTIONAL BORE

TWP : RNG : SEC :

PLAT BOOK : PAGE :

51S 40E 14

DATE SUBMITTED

05/28/24

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

R

STA 4+52 END

JURISDICTION:

* FDOT

01 OF 06 - COVER SHEET/SITE LOCATION

02 OF 06 - OVERALL MAP

03 OF 06 TO 04 OF 06 - CONSTRUCTION NOTES

05 OF 06 TO 05A OF 06 - PLAN VIEWS & PROFILES

06 OF 06 - PHOTOGRAPHS

SITE INDEX

PERMITTING

SCALE: NTS

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-002 - FIRE STATION 89 TO WALTER YOUNG

MIDDLE SCHOOL 4-2-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-002

901 NW 129TH AVE

PEMBROKE PINES, FL 33028

CONFIDENTIAL/PROPRIETARY

SHEET: OF 02 06

Know what's below.

before you dig.Call

R

N

W

T

H

A

V

E

END

4+52

CITY OF PEMBROKE PINES

PERMIT

SCALE: NTS

PINES BLVD / SR 820

FDOT PERMIT

MOT INDEX 102 - 602

MOT INDEX 102 - 660

FDOT MILEPOST: 7.495

START

2+35

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-002 - FIRE STATION 89 TO WALTER YOUNG

MIDDLE SCHOOL 4-2-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-002

901 NW 129TH AVE

PEMBROKE PINES, FL 33028

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 MINIMUM 24" VERTICAL AND HORIZONTAL SEPARATION BETWEEN PROPOSED BY PEMBROKE PINES DUCTS & EXISTING UTILITIES.

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

- ANY CHANGES ON PROPOSED RUNNING LINE HAVE TO GET APPROVAL FROM PEMBROKE PINES 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

#121405467

CONFIDENTIAL/PROPRIETARY

SHEET: OF 03 06

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-002 - FIRE STATION 89 TO WALTER YOUNG

MIDDLE SCHOOL 4-2-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-002

901 NW 129TH AVE

PEMBROKE PINES, FL 33028

CONSTRUCTION NOTES - FDOT

· 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.

SHEET: OF 04 06

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-002 - FIRE STATION 89 TO WALTER YOUNG

MIDDLE SCHOOL 4-2-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-002

901 NW 129TH AVE

PEMBROKE PINES, FL 33028

0+00 0+50 1+00 1+50

2+00 2+50 3+00

4+503+50 4+00 5+00 5+50 6+00 6+50 7+00

T R

F

T R

F

T R

F

TRFTRFTRFTRFTRF

TRF TRF TRF TRF TRF

#13000

#12890

#900

NW 129TH AVE

P I N

E S

B

L V

D

S

R

T R

F

T R

F

T R

F

T

R

F

200' FDOT ROW

100'

100'

C/L

10' UE

12' UE

200' FDOT ROW

100'

100'

C/L

10' UE

12' UE

R

O W

C L

U

E

U

E

U

E

30" STORM

SEWER

18" STORM SEWER

12" WATER MAIN

12" WATER

MAIN

16" WATER

MAIN

24" WATER MAIN

TELEPHONE

FOC

STORM SEWER

6" GAS

FORCE MAIN

FOC

GAS

48" STORM SEWER

FOC

FOC TELEPHONE 14" FORCE

MAIN

ELECTRIC CATV

16" FORCE MAIN

TRAFFIC

FOC

12" WATER

MAIN

16" FORCE

MAIN

GAS

FOC

12" FORCE MAIN

18" STORM SEWER

FOC

10' UTILITY EASEMENT

REF.: PLAT 78-36

10' UTILITY EASEMENT

REF.: PLAT 78-36

12' UTILITY EASEMENT

REF.: PLAT 104-18

12' UTILITY EASEMENT

REF.: PLAT 158 - 29

12' UTILITY EASEMENT

REF.: PLAT 158 - 29

C L

12" FORCE MAIN

6" GAS

24" WATER MAIN

U

E

R

O W

FOC

8'

40'

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

2+35 - START FDOT

PERMIT

4+52 - END FDOT

PERMIT

102' 105'

LEGEND PROJECT ID 446200-1-52-01

MILLING & RESURFACING

4" CONCRETE

6" CONCRETE

FUTURE EOP

FUTURE SIDEWALK

PROP. ELECTRICAL POLE

FUTURE STREET LIGHT

CONSTRUCT DETECTABLE WARNING

FUTURE

STREET LIGHT

FUTURE TRAFIC

CONFIDENTIAL/PROPRIETARY

SHEET: OF 05 06

Know what's below.

before you dig.Call

R

PLAN VIEW

SCALE: 1"=50'

FDOT MILEPOST: 7.495

FDOT CONSTRUCTIONS NOTES

* NO DEWATERING WILL BE PERFORMED OUT IN THIS PROJECT.

* CONTRACTOR MUST HAVE CURRENT LOCATES DUE TO OTHER UTILITIES IN THIS AREA.

* PLEASE BE AWARE THAT IF ANY TREE IMPACTS (REMOVALS, RELOCATIONS, TRIMMING, ROOT

PRUNING) DO BECOME PROPOSED, COORDINATION WITH FDOT PRIOR TO WORK WILL BE REQUIRED.

* ENSURE APPROPRIATE EROSION CONTROL DEVICES ARE IN PLACE BEFORE ANY CONSTRUCTION

BEGINS AND ARE USED THROUGHOUT THE DURATION OF CONSTRUCTION.

* ANY DAMAGE PRODUCED BY THIS PROPOSED WORK SHALL BE RESTORED BY THE PERMITTEE AT NO

COST TO THE DEPARTMENT.

* THE CONTRACTOR AND CONSTRUCTION MANAGER OF CROWN CASTLE MUST ENSURE THAT ALL

PRODUCTS COMPLY WITH THE LATEST FDOT APPROVED PRODUCTS LIST (APL).

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-002 - FIRE STATION 89 TO WALTER YOUNG

MIDDLE SCHOOL 4-2-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-002

901 NW 129TH AVE

PEMBROKE PINES, FL 33028

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

6+50 7+002+50 3+50 4+50 5+503+00 4+00 5+00 6+002+00

-11.00

-12.00

PROFILE - NW 129TH AVE (LOOKING WEST)

HORIZONTAL SCALE: 1''=50'

VERTICAL SCALE: 1''=5'

GRADE LEVEL

16" WATER

MAIN

48" STORM SEWER

16" FORCE MAIN

24"WATER MAIN

FOC

TRAFFIC

VARIES' FDOT ROW

100' VARIES'

C/L

10' UE 12' UE

M

I N

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

PINES BLVD / SR 820

M

I N

TELEPHONE

18'

2+35 - START FDOT PERMIT

4+52 - END FDOT

PERMIT

M

I N

M

I N

M

I N

ELECTRIC

FUTURE STREET LIGHT

TRAFFIC

12" FORCE

MAIN

TELEPHONE

FOC

FOC

FOC

GAS

TRAFFIC

GAS

TRAFFIC

CONFIDENTIAL/PROPRIETARY

SHEET: OF 05A 06

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

R

ENGINEERING FIRM:

PROJECT NUMBER:

LOCATION:

KMV-PP-24-002 - FIRE STATION 89 TO WALTER YOUNG

MIDDLE SCHOOL 4-2-24.dwg

NO.

GIULIANO LEON

KMV FIBERTELECOM INC

KMV-PP-24-002

901 NW 129TH AVE

PEMBROKE PINES, FL 33028

STA 4+52 DIRECTIONAL BORE2

STA 2+35 DIRECTIONAL BORE

PHOTOGRAPHS

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

ON PINES BLVD / SR 820

STA 2+35

LOOKING NORTH

(SEE PAGE 05 OF 06)

ON PINES BLVD / SR 820

STA 4+52

LOOKING NORTH

(SEE PAGE 05 OF 06)

SHEET: OF 06 06