30-44955915801-PLANS-01-ROADWAY-VERIFIEDUTILITIES.pdf
PDF 727 KB Posted
- Solicitation number
- TRN2132636C1
- Issued by
- Broward County, Florida
About this file
This is a Verified Utility Locate Sheet (UTV-1) specific purpose survey prepared by DRMP Inc. for the Florida Department of Transportation (FDOT) and Broward County in connection with the Royal Palm Boulevard roadway improvement project from University Drive to Riverside Drive in the City of Coral Springs, Florida. The survey, completed on March 17, 2025, under the direction of Professional Surveyor and Mapper Jay Scagliola (PSM #5066), documents the horizontal and vertical locations of subsurface utilities within the project corridor through vacuum test hole excavations. The survey identifies 18 verification points along the project limits, with utilities mapped according to State Plane Coordinates (Florida East Zone, NAD 83, 2011 adjustment) and North American Vertical Datum of 1988 (NAVD 88). Multiple utility owners are represented including the City of Coral Springs (water mains, irrigation lines, and storm drainage), AT&T (buried telephone conduits), Advanced-Bluestream (cable television), and Broward County Traffic (buried electric lines). Utilities documented include various pipe materials and sizes such as 12-inch cast iron water mains, 4-inch PVC irrigation lines, 18-inch corrugated metal pipe storm drainage, and multiple conduit banks ranging from 2 to 9 inches in diameter at depths generally between 7.5 and 14 feet below existing ground surface.
The utility verification survey was conducted with no records research performed by DRMP, with utility ownership determined through observation of above-ground features, Sunshine 811 dig tickets, and professional judgment. Exploratory test holes were excavated to depths of 5 to 10 feet at designated locations, with several areas encountering bedrock. Notable findings include an AT&T duct bank at Station 54+59.38 containing nine conduits (3x4-inch PVC) at depths of 11.5 to 13 feet, requiring possible jack and bore work. Two exploratory holes yielded no utilities found. The survey notes test hole relocations due to traffic control concerns and drainage structure conflicts, and documents electronic depth readings and probe depths for utility confirmation. All survey work was performed in accordance with Florida Administrative Code Rule 5J-17.062 and Florida Statutes Section 472.027, with professional certification provided by the surveyor for the accuracy and completeness of the subsurface utility engineering data.
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Text version
VERIFIED UTLILTY LOCATE SHEET
SPECIFIC PURPOSE SURVEY
DRMP PROJECT # 301.2200390.0027.
DEPARTMENT OF DRMP INC.
MARKED ON THE SURFACE BY THE SUBSURFACE UTILITY ENGINEERING
HORIZONTAL AND VERTICAL LOCATION OF VACUUM TEST HOLES AS
THE SPECIFIC PURPOSE OF THIS SURVEY IS TO DETERMINE THE 6.
PROJECT UNITS IN U.S SURVEY FEET5.
CONTROL (PNC) FINANCIAL PROJECT ID 449559-1-52-01.
OF ROYAL PALM BLVD AS PROVIDED BY FDOT PROJECT NETWORK
STATION AND OFFSET DERIVED FROM THE BASELINE OF SURVEY 4.
(NAD 83) ADJUSTMENT 2011.
COORDINATES FLORIDA EAST ZONE, NORTH AMERICAN DATUM OF 1983
BEARINGS AND COORDINATES ARE RELATIVE TO THE STATE PLANE 3.
VERTICAL DATUM OF 1988 (NAVD 88).
VERTICAL INFORMATION IS RELATIVE TO NORTH AMERICAN 2.
SURVEY OF UTILITIES WAS PERFORMED BY DRMP.1.
SURVEYOR'S NOTES:
NO RECORDS RESEARCH WAS PERFORMED BY DRMP.
FEATURES, SUNSHINE 811 DIG TICKET AND PROFESSIONAL JUDGEMENT.
OWNERSHIP IS BASED UPON OBSERVING ABOVE GROUND UTILITY 1.
SUBSURFACE UTILITY ENGINEERING NOTES:
VERIFIED VERTICALLY & HORIZONTALLY
VITRIFIED CLAY PIPE
UTILITY VERIFICATION SHEET
UNKNOWN
TEST HOLE
TRAFFIC CONTROL
STEEL PIPE
STATE ROAD
RIGHT
REINFORCED CONCRETE PIPE
POLYVINYL CHLORIDE
PROFESSIONAL SURVEYOR AND MAPPER
PER PLANS
PRE-STRESSED CONCRETE CYLIDER PIPE
NO UTILITY FOUND
NOT APPLICABLE
LEFT
HIGH-DENSITY POLYETHYLENE
FLORIDA DEPARTMENT OF TRANSPORTATION
BANK OF MULTIPLE PIPES
DIRECT BURIED CABLE
DUCTILE IRON PIPE
CONCRETE PIPE
CAST IRON
CONCRETE COVERED UTILTY
CENTERLINE
BASELINE
TRANSITE PIPE
VvH
VCP
UTV
UNK.
TH
TC
STL
SR
RT
RCP
PVC
PSM
PP
PCCP
NUF
N/A
LT
HDPE
FDOT
DUCT
DBC
DIP
CP
CI
CONC
ACP
VERIFIED UTILITY LOCATEUTV-1
SHEET DESCRIPTIONSHEET NO.
FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 5J-17.062, F.A.C.
THE ABOVE NAMED PROFESSIONAL SURVEYOR AND MAPPER SHALL BE RESPONSIBLE
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
PRINTED COPIES OF THIS SHEET ARE NOT CONSIDERED SIGNED AND SEALED
SURVEYOR: JAY SCAGLIOLA PSM NUMBER: 5066
FIELD SURVEY PERFORMED UNDER MY DIRECTION AND COMPLETED 03,17,2025
SHEET 01 IS A TRUE, ACCURATE AND COMPLETE DEPICTION OF THE RESULTS OF A
CODE PURSUANT TO SECTION 472.027 FLORIDA STATUES THIS MAP CONSISTING OF
RROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINSTRATIVE
AND MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
DEPICTED HEREON AND THAT SAID SURVEY WAS DONE UNDER MY RESPONSIBLE CHARGE
EXCAVATIONS AS MARKED ON THE SURFACE FOR THE TRANSPORTATION FACILITY
SURVEYING,REFERENCING DESCRIBING AND MAPPING THE UTILITY VACUUM
I HEREBY CERTIFY THIS SPECIFIC PURPOSE SURVEY WAS MADE FOR THE PURPOSE OF
SURVEYOR'S CERTIFICATION
TO THE INTERSECTION OF ROYAL PALM BLVD. & RIVERSIDE DR.
PROJECT LIMITS: FROM THE INTERSECTION OF ROYAL PALM BLVD. & UNIVERSITY DR.
FLORIDA
STATE OF
r e p p a M d na royevru S l a n oi s s e f o r
P r e b muN esne ci L
ALOIL
GACS Y
AJ
SUMMARY OF VERIFIED UTILITIES
Vvh # (Owner, type)
UTILITY DESCRIPTION
SIZE MATERIALS
£ and/or ¡
ELEVATION
EXISTING GROUND
TOP ELEVATION COMMENTS
STATION OFFSET LT/RT
1 CITY OF CORAL SPRINGS, WATER MAIN 12" CI 34+01.21 36.38 LT 10.14 8.34 STA. & OFF. BASED ON BL OF SURVEY OF ROYAL PALM BLVD .(TYP.)
2 ADVANCED-BLUESTREAM, BURIED CABLE TELEVISION 2" PVC 34+00.80 44.38 LT 10.10 8.28
2A CITY OF CORAL SPRINGS, BURIED NON-POTABLE WATER (IRRIGATION) 4" PVC 34+01.65 46.19 LT 10.42 8.90 3 ADVANCED/BLUESTREAM, BURIED CABLE TELEVISION 2" PVC 34+18.22 44.31 LT 10.14 7.94 PROBED 9' +/- NO OTHER UTILITES FOUND
3A CITY OF CORAL SPRINGS, BURIED NON-POTABLE WATER (IRRIGATION) 4" PVC 34+18.53 46.29 LT 10.16 8.52 PROBED 10' +/- NO OTHER UTILITES FOUND
4 CITY OF CORAL SPRINGS, WATER MAIN 12" CI 54+74.43 44.75 LT 13.82 10.72
5 BROWARD COUNTY TRAFFIC, BURIED ELECTRIC 3X2" PVC 54+84.92 62.95 LT 13.57 13.02
6 AT&T BURIED TELEPHONE 3X4" PVC 54+59.38 36.62 LT 13.50 8.40 CROWN CASTLE REQUESTED POSIBLE JACK AND BORED. ELECTRONIC DEPTHS READ
BETWEEN 11.5' AND 13' DEEP FOUND AT&T DUCT BANK 3x4" PVC POSSIBLE 3 ACROSS
AND 3 DEEP TOTAL OF 9 CONDUITS. TEST HOLE MOVED ±37' WEST DUE TO TRAFFIC
7 EXPLORATORY, NO UTILITY FOUND N/A N/A 56+71.37 44.74 LT 12.68 N/A MOVED 6.5' WEST DUE TO DRAINAGE STRUCTURE, DUG TO 5' PROBED TO 9'± HIT ROCK NUF
8 AT&T, BURIED TELEPHONE 9X4" PVC 56+69.64 36.38 LT 13.97 9.63
STA. & OFF. BASED ON BL OF SURVEY OF RIVERSIDE DR.(TYP.)
9 CITY OF CORAL SPRINGS, STORM DRAINAGE 18" CMP 16+03.23 41.77 LT 11.10 7.56
9A CITY OF CORAL SPRINGS, BURIED NON-POTABLE WATER (IRRIGATION) 2" PVC 16+03.17 41.46 LT 11.17 10.51 10 EXPLORATORY, NO UTILITY FOUND N/A N/A 17+59.94 45.13 RT 9.83 N/A NUF DUG TO 5' PROBED TO 10' +/- 11 EXPLORATORY, NO UTILITY FOUND N/A N/A 17+61.86 45.02 LT 9.90 N/A NUF DUG 5' PROBED TO 10' +/-
STA. & OFF. BASED ON BL OF SURVEY OF ROYAL PALM BLVD .(TYP.)
12 EXPLORATORY, NO UTILITY FOUND N/A N/A 54+64.96 55.02 LT 13.98 N/A NUF DUG TO 5' PROBED TO 10' +/- 13 EXPLORATORY, NO UTILITY FOUND N/A N/A 54+53.79 41.79 LT 13.95 N/A NUF DUG 5' PROBED 8'+/- HIT ROCK 14 EXPLORATORY, NO UTILITY FOUND N/A N/A 54+71.02 62.73 LT 13.84 N/A NUF DUG 5' PROBED 10'+/- HIT ROCK
14A BROWARD COUNTY TRAFFIC, BURIED ELECTRIC 2" PVC 54+69.69 64.09 LT 13.52 12.08 POSSIBLE TRAFFIC CONTROL 15 EXPLORATORY, NO UTILITY FOUND N/A N/A 55+80.07 62.08 LT 13.66 N/A NUF DUG TO 5' PROBED TO 8' HIT ROCK 16 EXPLORATORY, NO UTILITY FOUND N/A N/A 56+11.45 46.45 LT 13.95 N/A NUF DUG TO 5' PROBED TO 8' HIT ROCK 17 EXPLORATORY, NO UTILITY FOUND N/A N/A 54+62.22 55.73 RT 13.65 N/A NO UTILITY FOUND. DUG TO 6' +/- HIT ROCK 18 BROWARD COUNTY TRAFFIC, BURIED ELECTRIC 2X2" PVC 54+78.75 69.75 RT 13.85 11.33 BROWARD COUNTY TRAFFIC
VERIFIED UTLILTY LOCATE SHEET
SPECIFIC PURPOSE SURVEY
DRMP PROJECT # 301.2200390.0027.
DEPARTMENT OF DRMP INC.
MARKED ON THE SURFACE BY THE SUBSURFACE UTILITY ENGINEERING
HORIZONTAL AND VERTICAL LOCATION OF VACUUM TEST HOLES AS
THE SPECIFIC PURPOSE OF THIS SURVEY IS TO DETERMINE THE 6.
PROJECT UNITS IN U.S SURVEY FEET5.
CONTROL (PNC) FINANCIAL PROJECT ID 449559-1-52-01.
OF ROYAL PALM BLVD AS PROVIDED BY FDOT PROJECT NETWORK
STATION AND OFFSET DERIVED FROM THE BASELINE OF SURVEY 4.
(NAD 83) ADJUSTMENT 2011.
COORDINATES FLORIDA EAST ZONE, NORTH AMERICAN DATUM OF 1983
BEARINGS AND COORDINATES ARE RELATIVE TO THE STATE PLANE 3.
VERTICAL DATUM OF 1988 (NAVD 88).
VERTICAL INFORMATION IS RELATIVE TO NORTH AMERICAN 2.
SURVEY OF UTILITIES WAS PERFORMED BY DRMP.1.
SURVEYOR'S NOTES:
NO RECORDS RESEARCH WAS PERFORMED BY DRMP.
FEATURES, SUNSHINE 811 DIG TICKET AND PROFESSIONAL JUDGEMENT.
OWNERSHIP IS BASED UPON OBSERVING ABOVE GROUND UTILITY 1.
SUBSURFACE UTILITY ENGINEERING NOTES:
VERIFIED VERTICALLY & HORIZONTALLY
VITRIFIED CLAY PIPE
UTILITY VERIFICATION SHEET
UNKNOWN
TEST HOLE
TRAFFIC CONTROL
STEEL PIPE
STATE ROAD
RIGHT
REINFORCED CONCRETE PIPE
POLYVINYL CHLORIDE
PROFESSIONAL SURVEYOR AND MAPPER
PER PLANS
PRE-STRESSED CONCRETE CYLIDER PIPE
NO UTILITY FOUND
NOT APPLICABLE
LEFT
HIGH-DENSITY POLYETHYLENE
FLORIDA DEPARTMENT OF TRANSPORTATION
BANK OF MULTIPLE PIPES
DIRECT BURIED CABLE
DUCTILE IRON PIPE
CONCRETE PIPE
CAST IRON
CONCRETE COVERED UTILTY
CENTERLINE
BASELINE
TRANSITE PIPE
VvH
VCP
UTV
UNK.
TH
TC
STL
SR
RT
RCP
PVC
PSM
PP
PCCP
NUF
N/A
LT
HDPE
FDOT
DUCT
DBC
DIP
CP
CI
CONC
ACP
VERIFIED UTILITY LOCATEUTV-1
SHEET DESCRIPTIONSHEET NO.
FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 5J-17.062, F.A.C.
THE ABOVE NAMED PROFESSIONAL SURVEYOR AND MAPPER SHALL BE RESPONSIBLE
AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
PRINTED COPIES OF THIS SHEET ARE NOT CONSIDERED SIGNED AND SEALED
SURVEYOR: JAY SCAGLIOLA PSM NUMBER: 5066
FIELD SURVEY PERFORMED UNDER MY DIRECTION AND COMPLETED 03,17,2025
SHEET 01 IS A TRUE, ACCURATE AND COMPLETE DEPICTION OF THE RESULTS OF A
CODE PURSUANT TO SECTION 472.027 FLORIDA STATUES THIS MAP CONSISTING OF
RROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINSTRATIVE
AND MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
DEPICTED HEREON AND THAT SAID SURVEY WAS DONE UNDER MY RESPONSIBLE CHARGE
EXCAVATIONS AS MARKED ON THE SURFACE FOR THE TRANSPORTATION FACILITY
SURVEYING,REFERENCING DESCRIBING AND MAPPING THE UTILITY VACUUM
I HEREBY CERTIFY THIS SPECIFIC PURPOSE SURVEY WAS MADE FOR THE PURPOSE OF
SURVEYOR'S CERTIFICATION
TO THE INTERSECTION OF ROYAL PALM BLVD. & RIVERSIDE DR.
PROJECT LIMITS: FROM THE INTERSECTION OF ROYAL PALM BLVD. & UNIVERSITY DR.
FLORIDA
STATE OF
r e p p a M d na royevru S l a n oi s s e f o r
P r e b muN esne ci L
ALOIL
GACS Y
AJ
SUMMARY OF VERIFIED UTILITIES
Vvh # (Owner, type)
UTILITY DESCRIPTION
SIZE MATERIALS
£ and/or ¡
ELEVATION
EXISTING GROUND
TOP ELEVATION COMMENTS
STATION OFFSET LT/RT
1 CITY OF CORAL SPRINGS, WATER MAIN 12" CI 34+01.21 36.38 LT 10.14 8.34 STA. & OFF. BASED ON BL OF SURVEY OF ROYAL PALM BLVD .(TYP.)
2 ADVANCED-BLUESTREAM, BURIED CABLE TELEVISION 2" PVC 34+00.80 44.38 LT 10.10 8.28
2A CITY OF CORAL SPRINGS, BURIED NON-POTABLE WATER (IRRIGATION) 4" PVC 34+01.65 46.19 LT 10.42 8.90 3 ADVANCED/BLUESTREAM, BURIED CABLE TELEVISION 2" PVC 34+18.22 44.31 LT 10.14 7.94 PROBED 9' +/- NO OTHER UTILITES FOUND
3A CITY OF CORAL SPRINGS, BURIED NON-POTABLE WATER (IRRIGATION) 4" PVC 34+18.53 46.29 LT 10.16 8.52 PROBED 10' +/- NO OTHER UTILITES FOUND
4 CITY OF CORAL SPRINGS, WATER MAIN 12" CI 54+74.43 44.75 LT 13.82 10.72
5 BROWARD COUNTY TRAFFIC, BURIED ELECTRIC 3X2" PVC 54+84.92 62.95 LT 13.57 13.02
6 AT&T BURIED TELEPHONE 3X4" PVC 54+59.38 36.62 LT 13.50 8.40 CROWN CASTLE REQUESTED POSIBLE JACK AND BORED. ELECTRONIC DEPTHS READ
BETWEEN 11.5' AND 13' DEEP FOUND AT&T DUCT BANK 3x4" PVC POSSIBLE 3 ACROSS
AND 3 DEEP TOTAL OF 9 CONDUITS. TEST HOLE MOVED ±37' WEST DUE TO TRAFFIC
7 EXPLORATORY, NO UTILITY FOUND N/A N/A 56+71.37 44.74 LT 12.68 N/A MOVED 6.5' WEST DUE TO DRAINAGE STRUCTURE, DUG TO 5' PROBED TO 9'± HIT ROCK NUF
8 AT&T, BURIED TELEPHONE 9X4" PVC 56+69.64 36.38 LT 13.97 9.63
STA. & OFF. BASED ON BL OF SURVEY OF RIVERSIDE DR.(TYP.)
9 CITY OF CORAL SPRINGS, STORM DRAINAGE 18" CMP 16+03.23 41.77 LT 11.10 7.56
9A CITY OF CORAL SPRINGS, BURIED NON-POTABLE WATER (IRRIGATION) 2" PVC 16+03.17 41.46 LT 11.17 10.51 10 EXPLORATORY, NO UTILITY FOUND N/A N/A 17+59.94 45.13 RT 9.83 N/A NUF DUG TO 5' PROBED TO 10' +/- 11 EXPLORATORY, NO UTILITY FOUND N/A N/A 17+61.86 45.02 LT 9.90 N/A NUF DUG 5' PROBED TO 10' +/-
STA. & OFF. BASED ON BL OF SURVEY OF ROYAL PALM BLVD .(TYP.)
12 EXPLORATORY, NO UTILITY FOUND N/A N/A 54+64.96 55.02 LT 13.98 N/A NUF DUG TO 5' PROBED TO 10' +/- 13 EXPLORATORY, NO UTILITY FOUND N/A N/A 54+53.79 41.79 LT 13.95 N/A NUF DUG 5' PROBED 8'+/- HIT ROCK 14 EXPLORATORY, NO UTILITY FOUND N/A N/A 54+71.02 62.73 LT 13.84 N/A NUF DUG 5' PROBED 10'+/- HIT ROCK
14A BROWARD COUNTY TRAFFIC, BURIED ELECTRIC 2" PVC 54+69.69 64.09 LT 13.52 12.08 POSSIBLE TRAFFIC CONTROL 15 EXPLORATORY, NO UTILITY FOUND N/A N/A 55+80.07 62.08 LT 13.66 N/A NUF DUG TO 5' PROBED TO 8' HIT ROCK 16 EXPLORATORY, NO UTILITY FOUND N/A N/A 56+11.45 46.45 LT 13.95 N/A NUF DUG TO 5' PROBED TO 8' HIT ROCK 17 EXPLORATORY, NO UTILITY FOUND N/A N/A 54+62.22 55.73 RT 13.65 N/A NO UTILITY FOUND. DUG TO 6' +/- HIT ROCK 18 BROWARD COUNTY TRAFFIC, BURIED ELECTRIC 2X2" PVC 54+78.75 69.75 RT 13.85 11.33 BROWARD COUNTY TRAFFIC
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
449559-1-58-01
BROWARD
N/A33433 FL, BOCA RATON
6853 SW 18TH STREET, SUITE 310
DRMP INC.
5066LICENSE NUMBER:
JAY SCAGLIOLA
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UNTITLED [SHEET] : P:\Projects22\22-0390.002_Royal_Palm_Blvd_-_University_Dr_to_River\Surveying_and_Mapping\07-Submittals\4495591_SUE\4_22_25\4495591_SUE\SBVHRD01.dgn
4:40:00 PM7/8/2026Alessandra.Alavedra
| 2026-07-13T08:36:39-0400 | |
| Jay Scagliola |
File details come from the government source that posted it. Updated .