City_Approved_Plans_-_Complete_Project_Limits.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 15

STA 0+00 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 - ENGINEERING

CONTACTS

KMV

Fibertelecom

FTGJOB DESCRIPTION

SUMMARY DATA

2150'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

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before you dig.Call

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STA 21+50 END

JURISDICTION:

* CITY OF PEMBROKE PINES

* FDOT

01 OF 15 - COVER SHEET/SITE LOCATION

02 OF 15 - OVERALL MAP

03 OF 15 TO 04 OF 15 - CONSTRUCTION NOTES

05 OF 15 TO 07C OF 15 - PLAN VIEWS & PROFILES

08 OF 15 - PHOTOGRAPHS

09 OF 15 TO 10A OF 15 - TYPICAL

11 OF 15 TO 15 OF 15 - MOTS

SITE INDEX

5HANDHOLE

PERMITTING

SCALE: NTS

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SPACE RESERVED FOR PROFESSIONAL SEALS

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 15

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before you dig.Call

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A

V

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21+50

CITY OF PEMBROKE PINES

PERMIT

SCALE: NTS

PINES BLVD / SR 820

FDOT PERMIT

MOT INDEX 102 - 602

MOT INDEX 102 - 660

MOT INDEX 102 - 602

MOT INDEX 102 - 660

FDOT MILEPOST: 7.495

START

0+00

PRIVATE AGREEMENT

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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

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 15

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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.

CONFIDENTIAL/PROPRIETARY

SHEET: OF 04 15

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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

#13000

#12890

#900

NW 129TH AVE

P I N

S

B

L V

D

S

R

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

FOC

STORM SEWER

FORCE MAIN

FOC

48" STORM SEWER

FOC

FOC 14" FORCE

MAIN

ELECTRIC CATV

16" FORCE MAIN

FOC

16" FORCE

MAIN

FOC

12" FORCE MAIN

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

60" MINIMUM COVER

STA 2+20

PROPOSED BORE PIT

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

18" STORM SEWER

FOC

STA 4+65

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

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

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

U

E

R

O W

FOC

STA 0+00

REMOVE AND RESTORE 30sq ft OF CONCRETE

SIDEWALK TO EQUAL OR BETTER CONDITION

FULL FLAG RESTORATION JOINT TO JOINT

BEGIN DIRECTIONAL BORE (2150')

STA 0+70

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

8'

8'

40'

8'

TELEPHONE

TELEPHONE

12" WATER MAIN

12" WATER

MAIN

16" WATER

MAIN

24" WATER MAIN

6" GAS

GAS

12" WATER

MAIN

GAS

6" GAS

24" WATER MAIN

T R

F

T R

F

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F

TRFTRFTRFTRFTRF

TRF TRF TRF TRF TRF

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F

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F

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TRAFFIC

FUTURE

STREET LIGHT

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

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 TRAFIC

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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: 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).

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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

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06.00

05.00

04.00

03.00

02.00

01.00

00.00

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-02.00

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PROFILE - (LOOKING WEST)

HORIZONTAL SCALE: 1''=50'

VERTICAL SCALE: 1''=5'

GRADE LEVEL

STA 0+00

REMOVE AND RESTORE 30sq ft OF CONCRETE

SIDEWALK TO EQUAL OR BETTER CONDITION

FULL FLAG RESTORATION JOINT TO JOINT

BEGIN DIRECTIONAL BORE (2150')

BORE PITENTRY / EXIT

PIPE

FOC

12" FORCE MAIN

16" WATER

MAIN

48" STORM SEWER

16" FORCE MAIN

GAS

24"WATER MAIN

FOC

TRAFFIC

VARIES' FDOT ROW

100' VARIES'

C/L

10' UE 12' UE

GAS

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

PINES BLVD / SR 820

TELEPHONE

1+000+500+00

STA 0+70

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

18" STORM

SEWER

M

I N

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

BORE PITENTRY / EXIT

PIPE

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

60" MINIMUM COVER

PARKING

8'

CONFIDENTIAL/PROPRIETARY

SHEET: OF 05A 15

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

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.

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DATE

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ENG DESIGN

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DRAFTING

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COMMENT

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ORIGINAL

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AS-BUILT

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KMV

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AA

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

6.00

5.00

4.00

3.00

2.00

1.00

0.00

-1.00

-2.00

-3.00

-4.00

-5.00

-6.00

-7.00

ENTRY / EXIT PIPE

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

BORE PIT

(TYPICAL)

4'

STA 0+00

REMOVE AND RESTORE 30sq ft OF CONCRETE

SIDEWALK TO EQUAL OR BETTER CONDITION

FULL FLAG RESTORATION JOINT TO JOINT

BEGIN DIRECTIONAL BORE (2150')

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

W/FIBER OPTIC CABLE

72" MINIMUM COVER

-8.00

-9.00

E O

P

PARKING

8'

PROFILE - NW 129TH AVE (LOOKING WEST)

HORIZONTAL SCALE: 1''=8'

VERTICAL SCALE: 1''=1'

18" STORM

SEWER

CONFIDENTIAL/PROPRIETARY

SHEET: OF 05B 15

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

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.

AutoCAD SHX Text

DATE

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ENG DESIGN

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DRAFTING

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COMMENT

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ORIGINAL

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REVISION #

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AS-BUILT

AutoCAD SHX Text 052824

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KMV

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AA

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

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

1+500+50 1+00

-11.00

-12.00

-13.00

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

-13.00

-14.00

-15.00

-14.00

-15.00

2+00

PROFILE - NW 129TH AVE (LOOKING NORTH)

HORIZONTAL SCALE: 1''=50'

VERTICAL SCALE: 1''=5'

GRADE LEVEL

STA 0+70

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

STA 2+20

PROPOSED BORE PIT

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

84' ROW

42' 42'

C/L

10' UE 10' UE

12" FORCE

MAIN

GAS

BORE PITENTRY / EXIT

PIPE

BORE PITENTRY / EXIT

PIPE

TELEPHONE

12" WATER MAIN

M

I N

R

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

NW 129TH AVE

FOC

17'

TELEPHONE

CONFIDENTIAL/PROPRIETARY

SHEET: OF 05C 15

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

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.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ENG DESIGN

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DRAFTING

AutoCAD SHX Text

COMMENT

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ORIGINAL

AutoCAD SHX Text

REVISION #

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AS-BUILT

AutoCAD SHX Text 052824

AutoCAD SHX Text

KMV

AutoCAD SHX Text

AA

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

S/W

NW 129TH AVE

E O

P

5.00

4.00

3.00

2.00

1.00

0.00

-1.00

-2.00

-3.00

-4.00

-5.00

-6.00

-7.00

C&G

84'

RIGHT OF WAY

GRASS

22'

ENTRY / EXIT PIPE

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

BORE PIT

(TYPICAL)

17'

42'

C/L

42'

4'

12" WATER MAIN

TELEPHONE

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

STA 2+20

PROPOSED BORE PIT

REMOVE AND RESTORE 30sq ft OF CONCRETE

SIDEWALK TO EQUAL OR BETTER CONDITION

FULL FLAG RESTORATION JOINT TO JOINT

10' UE

-8.00

-9.00

-10.00

PROFILE - NW 129TH AVE (LOOKING NORTH)

HORIZONTAL SCALE: 1''=8'

VERTICAL SCALE: 1''=1'

FOC

CONFIDENTIAL/PROPRIETARY

SHEET: OF 05D 15

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

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.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ENG DESIGN

AutoCAD SHX Text

DRAFTING

AutoCAD SHX Text

COMMENT

AutoCAD SHX Text

ORIGINAL

AutoCAD SHX Text

REVISION #

AutoCAD SHX Text

AS-BUILT

AutoCAD SHX Text 052824

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KMV

AutoCAD SHX Text

AA

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

STA 2+20

PROPOSED BORE PIT

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

STA 4+65

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

BORE PITENTRY / EXIT

PIPE

48" STORM SEWER

VARIES' FDOT ROW

100' VARIES'

C/L

10' UE 12' UE

M

I N

BORE PITENTRY / EXIT

PIPE

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

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

PINES BLVD / SR 820

M

I N

18'

16" WATER

MAIN

FOC

12" FORCE

MAIN

FOC

FOC

GAS

TELEPHONE

TRAFFIC

TELEPHONE

GAS

TRAFFIC

FUTURE STREET LIGHT

TRAFFIC

FOC

TRAFFIC

16" FORCE MAIN

ELECTRIC

24"WATER MAIN

CONFIDENTIAL/PROPRIETARY

SHEET: OF 05E 15

M A

T C

H

T

O

S

H E

E T

A

S

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

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.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ENG DESIGN

AutoCAD SHX Text

DRAFTING

AutoCAD SHX Text

COMMENT

AutoCAD SHX Text

ORIGINAL

AutoCAD SHX Text

REVISION #

AutoCAD SHX Text

AS-BUILT

AutoCAD SHX Text 052824

AutoCAD SHX Text

KMV

AutoCAD SHX Text

AA

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

6.00

S/W

PINES BLVD / SR 820

E O

P

5.00

4.00

3.00

2.00

1.00

0.00

-1.00

-2.00

-3.00

-4.00

-5.00

-6.00

-7.00

C&G

200'

RIGHT OF WAY

GRASS

FOC

TRAFFIC

40'

ENTRY / EXIT PIPE

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

16'

BORE PIT

(TYPICAL)

18'

100'

4'

16" FORCE

MAIN

24" WATER MAIN

GAS

STORM SEWER

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

STA 4+55

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

-8.00

-9.00

10' UE

PROFILE - NW 129TH AVE (LOOKING WEST)

HORIZONTAL SCALE: 1''=8'

VERTICAL SCALE: 1''=1'

FUTURE

STREET LIGHT

GAS

CONFIDENTIAL/PROPRIETARY

SHEET: OF 05F 15

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

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.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ENG DESIGN

AutoCAD SHX Text

DRAFTING

AutoCAD SHX Text

COMMENT

AutoCAD SHX Text

ORIGINAL

AutoCAD SHX Text

REVISION #

AutoCAD SHX Text

AS-BUILT

AutoCAD SHX Text 052824

AutoCAD SHX Text

KMV

AutoCAD SHX Text

AA

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

7+50

8+00

#900

#901

E

R

O W

C L

U

E

U

E

C

L

U

36" STORM

SEWER

STREET

LIGHT

ELECTRIC

FOC

14" FORCE

MAIN

CATV

30" STORM

SEWER

FOC

14" FORCE

MAIN

STREET

LIGHT

15" STORM

SEWER

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

STA 13+40

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 = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

12' UTILITY EASEMENT

REF.: PLAT 104-18

12' UTILITY EASEMENT

REF.: PLAT 158 - 29

STA 9+55

PROPOSED BORE PIT

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

R

O

W

ACCESS ROAD

TELEPHONE

12" WATER

MAIN

GAS

WATER

SERVICE

8" WATER

MAIN

CONFIDENTIAL/PROPRIETARY

SHEET: OF 06 15

M A

T C

H

T

O

S

H E

E T

Know what's below.

before you dig.Call

R

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"

M A

T C

H

T

O

S

H E

E T

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ENG DESIGN

AutoCAD SHX Text

DRAFTING

AutoCAD SHX Text

COMMENT

AutoCAD SHX Text

ORIGINAL

AutoCAD SHX Text

REVISION #

AutoCAD SHX Text

AS-BUILT

AutoCAD SHX Text 052824

AutoCAD SHX Text

KMV

AutoCAD SHX Text

AA

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 1"=50'

AutoCAD SHX Text 50'

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 30'

AutoCAD SHX Text 20'

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

12+50 13+50 14+5013+00 14+0011+50 12+007+50 8+508+00 10+50 11+009+00 10+009+50

02.00

08.00

07.00

06.00

05.00

04.00

03.00

01.00

00.00

-02.00

-01.00

-04.00

-03.00

-10.00

-05.00

-06.00

-07.00

-08.00

-09.00

-12.00

-11.00

GRADE LEVEL

STA 9+55

PROPOSED BORE PIT

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

STA 13+40

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

STREET

LIGHT

BORE PITENTRY / EXIT

PIPE

BORE PITENTRY / EXIT

PIPE

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

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

M

I N

M

I N

M

I N

PROFILE - NW 129TH AVE (LOOKING WEST)

HORIZONTAL SCALE: 1''=50'

VERTICAL SCALE: 1''=5'

M A

T C

H

T

O

S

H E

E T

A

S

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

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.

CONFIDENTIAL/PROPRIETARY

SHEET: OF 06A 15

M A

T C

H

T

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H E

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C

S

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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

#900

#901

E

R

O

W

C

L

U

36" STORM

SEWER

STREET

LIGHT

STREET

LIGHT

STREET

LIGHT

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

STA 21+50

END DIRECTIONAL BORE

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

12' UTILITY EASEMENT

REF.: PLAT 138-8

10' UTILITY EASEMENT

REF.: PLAT 138-8

STA 20+25

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 = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

60" MINIMUM COVER

ACCESS ROAD

STA 17+55

PROPOSED BORE PIT

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

6" FORCE

MAIN

12" WATER

MAIN

24" STORM

SEWER

12" WATER

MAIN

GAS

CONFIDENTIAL/PROPRIETARY

SHEET: OF 07 15

M A

T C

H

T

O

S

H E

E T

Know what's below.

before you dig.Call

R

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"

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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

17+50 18+5018+0016+50 17+0015+5015+00 16+00

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

19+00 19+50 20+00 20+50

GRADE LEVEL

PROFILE - NW 129TH AVE (LOOKING WEST)

HORIZONTAL SCALE: 1''=50'

VERTICAL SCALE: 1''=5'

STA 17+55

PROPOSED BORE PIT

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

STA 20+25

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

BORE PITENTRY / EXIT

PIPE

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

BORE PITENTRY / EXIT

PIPE

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC120"

MINIMUM COVER

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

R

M

I N

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

CONFIDENTIAL/PROPRIETARY

SHEET: OF 07A 15

M A

T C

H

T

O

S

H E

E T

A

S

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

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.

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DATE

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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

20+00

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

20+50 21+00 22+0021+50

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

GRADE LEVEL

CROSS SECTION - ACCESS ROAD (LOOKING SOUTH)

HORIZONTAL SCALE: 1''=50'

VERTICAL SCALE: 1''=5'

STA 21+50

END DIRECTIONAL BORE

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

BORE PITENTRY / EXIT

PIPE

M

I N

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

STA 20+25

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

BORE PITENTRY / EXIT

PIPE

ACCESS ROAD

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

24" STORM SEWER

INV. ELEV.: 2.83

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

R

CONFIDENTIAL/PROPRIETARY

SHEET: OF 07B 15

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

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.

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DATE

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ENG DESIGN

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AA

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

6.00

5.00

4.00

3.00

2.00

1.00

0.00

-1.00

-2.00

-3.00

-4.00

-5.00

-6.00

-7.00

ENTRY / EXIT PIPE

MIN. RADIUS CURVATURE

OF HDPE CONDUIT = 25'

BORE PIT

(TYPICAL)

4'

STA 20+25

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 = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

ULL (1) 6CT FOC

120" MINIMUM COVER

-8.00

-9.00

E O

P

DRIVEWAY

8'

CROSS SECTION - ACCESS ROAD(LOOKING SOUTH)

HORIZONTAL SCALE: 1''=8'

VERTICAL SCALE: 1''=1'

E O

P

GRASS

24" STORM SEWER

INV. ELEV.: 2.83

R

CONFIDENTIAL/PROPRIETARY

SHEET: OF 07C 15

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

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.

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DATE

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ENG DESIGN

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PULL (1) 6CT FOC

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 00+00 BEGIN DIRECTIONAL BORE 3

STA 4+65 INSTALL PEMBROKE PINES HANDHOLE2

STA 2+20 PROPOSED BORE PIT

STA 9+55 PROPOSED BORE PIT 5

STA 13+40 INSTALL PEMBROKE PINES HANDHOLE

PHOTOGRAPHS

STA 0+00

REMOVE AND RESTORE 30sq ft OF CONCRETE

SIDEWALK TO EQUAL OR BETTER CONDITION

FULL FLAG RESTORATION JOINT TO JOINT

BEGIN DIRECTIONAL BORE (2150')

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

W/FIBER OPTIC CABLE

120" MINIMUM COVER

STA 4+65

INSTALL (1) 24"WX36"LX30"D HANDHOLE

LID = 15K , BOX = 22K

LEAVE 100' SLACK STORAGE

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

STA 9+55

PROPOSED BORE PIT

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

STA 13+40

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

STA 2+20

PROPOSED BORE PIT

REMOVE AND RESTORE 30sq ft OF GRASS

TO EQUAL OR BETTER CONDITION

DIRECTIONAL BORE

MAX BACK REAMER SIZE = 4''

INSTALL (1) 1.5'' HDPE CONDUIT

PULL (1) 6CT FOC

120" MINIMUM COVER

CONFIDENTIAL/PROPRIETARY

SHEET: OF 08 15

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DATE

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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 09 15

TYPICAL BORE PIT RESTORATION DETAIL

3/8-7 X 4 [102] LONG S.S. HEX HEAD

AUGER BOLT

2 PLACES

Ø3/8 [16] S.S.

FLAT WASHER

2 PLACES

1/2 [13] X 4 [102] PULL SLOT W/ Ø1/4 [6]

CENTER PIN (2 PLACES)

Ø5/8 [16] THRU HOLE W/ Ø1 1/4 [32]

X 1/2 [13] DEEP C'BORE (2 PLACES)

QUAZITE LOGO

PG3048HS00EV2

SKID RESISTANT

SURFACE MS-86

PG3048B856

3/8-7 LAG THREAD SELF ALIGNING,

REPLACEABLE S.S. EZ-NUT

2 PLACES

1/2-13 UNC

LIFTING BOLT

4 PLACES

24 [610] CABLE RACK

4 PLACES

7 1/2 [191] CABLE

RACK HOOK

4 PLACES

Ø4 3/4 [121] KNOCKOUT

2 EACH END

QUAZITE 30X48X36 ASSEMBLY

W/(4) 24" CABLE RACKS

& (4) 7 1/2" HOOKS

PG3048Z987EV2

TYPICAL DETAIL - # 2

TIER 22 (15K DESIGN LOAD/ 22.5 TEST LOAD)

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AutoCAD SHX Text 32 1/8 [816]

AutoCAD SHX Text 49 5/8 [1260]

AutoCAD SHX Text 36 [914]

AutoCAD SHX Text 2X 22 [559]

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TIER 15

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 10 15

JR20 DIRECTIONAL DRILL SPECIFICATIONS

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ENG DESIGN

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DRAFTING

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AA

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 10A 15

TYPICAL

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DATE

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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 11 15

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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 12 15

N

NW 129TH AVE

35mph Speed Limit

DO NOT APPLY

PROPOSAL UNDERGROUND CONDUITS IN R/W

NW 129TH AVE

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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 13 15

N

PINES BLVD / SR 820

45mph Speed Limit

DO NOT APPLY

PROPOSAL UNDERGROUND CONDUITS IN R/W

PINES BLVD / SR 820

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ENGINEERING FIRM:

PROJECT…