City_Approved_Plans_-_Complete_Project_Limits.pdf
PDF 5 MB Posted
- Attached to
- Fiber Installation
- Solicitation number
- TS-25-14
- Issued by
- Broward County, Florida
About this file
This is a set of approved construction plans and technical drawings prepared by KMV Fibertelecom Inc. for Project KMV-PP-24-002, a fiber optic conduit installation project in the City of Pembroke Pines, Florida, with involvement from the Florida Department of Transportation (FDOT). The project involves installing approximately 2,150 linear feet of 1.5-inch HDPE conduit to accommodate 6-count fiber optic cable between Fire Station 89 and Walter Young Middle School along NW 129th Avenue and Pines Boulevard (SR 820). The installation will utilize directional boring techniques with maximum 4-inch back reamer sizes, maintaining minimum cover depths of 60 to 120 inches depending on location. The project includes installation of five handholes (30"W x 48"L x 36"D) at stations 0+70, 2+20, 4+65, 13+40, and 20+25, with restoration of affected surfaces to existing or better condition. Multiple bore pit locations are identified for entry and exit points along the project corridor. Construction must maintain minimum 7.5 feet horizontal and 18 inches vertical separation from existing City utilities and comply with FDOT standards for restoration of sidewalks, curbs, and traffic separators.
The contractor is required to obtain field locates through Sunshine One-Call (1-800-432-4770) a minimum of 72 hours prior to construction and conduct soft dig verification at all utility crossings to confirm separation requirements. A preconstruction meeting with the City's Environmental Services/Engineering Division is mandatory before permit release. All work must adhere to 2023-2024 FDOT standards, including proper erosion control, tree protection, pedestrian ADA compliance, and traffic maintenance by an FDOT-certified maintenance of traffic contractor. The plans note existing utilities including water mains (6 to 24 inches), sanitary and storm sewers (12 to 48 inches), gas lines (6 inches), electric, telephone, and cable television infrastructure throughout the project limits. The project is designed for minimal impact to existing infrastructure, with careful attention to drainage systems, concrete restoration requirements, and coordination with utility companies, particularly regarding gas main protection during construction activities.
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Text version
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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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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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
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U
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U
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U
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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
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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
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TRFTRFTRFTRFTRF
TRF TRF TRF TRF TRF
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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
CONFIDENTIAL/PROPRIETARY
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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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AutoCAD SHX Text 20'
10'
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
-11.00
-12.00
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
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.
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
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
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
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
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
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
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
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
O
S
H E
E T
C
S
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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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REVISION #
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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
#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"
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
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AA
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SCALE: 1"=50'
AutoCAD SHX Text 50'
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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
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.
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 #
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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
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.
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
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.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ENG DESIGN
AutoCAD SHX Text
DRAFTING
AutoCAD SHX Text
COMMENT
AutoCAD SHX Text
ORIGINAL
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REVISION #
AutoCAD SHX Text
AS-BUILT
AutoCAD SHX Text 052824
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KMV
AutoCAD SHX Text
AA
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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
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ENG DESIGN
AutoCAD SHX Text
DRAFTING
AutoCAD SHX Text
COMMENT
AutoCAD SHX Text
ORIGINAL
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REVISION #
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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
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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DATE
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ENG DESIGN
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AS-BUILT
AutoCAD SHX Text 052824
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KMV
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AA
AutoCAD SHX Text
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]
AutoCAD SHX Text 2X 5 1/2
AutoCAD SHX Text [140]
AutoCAD SHX Text 4X 5 1/2
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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
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
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
CONFIDENTIAL/PROPRIETARY
SHEET: OF 10A 15
TYPICAL
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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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REVISION #
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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
CONFIDENTIAL/PROPRIETARY
SHEET: OF 11 15
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
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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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 #
AutoCAD SHX Text
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
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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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…
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