801 ATLANTIC BLVD ROW23-0037 plansHHHHHHHHSCALE
HORIZONTAL:
VERTICAL:
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REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
1
N/A
N/A
6/13/2023
LOCATION MAP MAPSCO PAGE #GIS GRID#N.T.S.
TABLE OF CONTENTS:
COVER SHEET
LOCATION MAP
CONTACT SHEET
GENERAL NOTES/ CLARIFICATION NOTES
ABBREVIATIONS
SYMBOLS KEY
LINE SYMBOLOGY
TYPICAL DETAILS
CLARIFICATION SUMMARY
OUTSIDE PLANT - PLAN
OUTSIDE PLANT - PROFILE
1
2
3
4
5
6
7
8-12
13
14
15
N
ISSUE DATE: June 13, 2023
CONSTRUCTION SET
SITE/BE NFID: 1803BXVR.8
MCImetro ACCESS TRANSMISSION SERVICES, LLC.
OUTSIDE PLANT CONSTRUCTION
FIBER OPTIC CABLE ROUTE
HUB NAME: REMBRANDT TOWERS HODGES
HUB ADDRESS: 2701 HODGES BLVD
JACKSONVILLE, FL, DUVAL COUNTY
EWO NFID: 2303AIVK
SITE NAME: NEPTUNE BCH 001
SITE ADDRESS: ROYAL PALMS DR, ATLANTIC BEACH, FL 32233
HHHHHHHHN
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
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DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
2
N/A
N/A
6/13/2023
STA 0+00
EXISTING VZN HH
LAT:30.32462
LONG:-81.40745
JCTI01, 121-124
NODE
STA 6+63
2303AIVK
1803BXVR.8
ROYAL PALMS DR
ATLANTIC BEACH, FL 32233
PROPOSED 24"X36"X24" VZN HH
LAT:30.32473
LONG:-81.40918
JCTI01, 121-124
STA 4+54
EXISTING VZN HH
ACPT:HH::501486656
LAT:30.32460
LONG:-81.40888
STA 5+89
EXISTING VZN HH
LAT:30.32460
LONG:-81.40932
CONTACT SHEET
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
3
N/A
N/A
6/13/2023
VERIZON:
ENGINEER: MARVIN FISHER TEL: 904-6335481 FDOT
EMAIL: marvin.fisher@verizon.com
VITTORIO FERRARA
vittorio.ferrara@dot.state.fl.us
DANELLA:
MANAGER: CLINT DODSON TEL: 904-759-8616 SHERMAN WINDLEY
EMAIL: cdodson@danella.com sherman.windley@dot.state.fl.us
VICE PRESIDENT: DAN HOWICK TEL: 321-259-6124
EMAIL: DHOWICK@DANELLA.COM CLAY COUNTY
CHRIS MAYNOR
OSP DESIGNER: SUFFIAN TAMIMI TEL: 321-259-6124 chris.maynor@claycountygov.com
EMAIL:STAMIMI@DANELLA.COM
UTILITIES:
DIRECTOR: L. DERRIK OWENS TEL: 850-435-1755
STATE GOVERNMENT:
FDOT-PERMITS UNITS TEL: 850-981-3000
CITY GOVERNMENT:
CTY OF ATLANTIC BEACH
ST JOHNS COUNTY
MICHELLE CLINE EMAIL: MCLINE@SJCFL.US
EMERGENCY:
911
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
4
N/A
N/A
6/13/2023
GENERAL NOTES / CLARIFICATION NOTES
CONSTRUCTION NOTES
1.ALL CONDUIT WILL BE 2" AND 4" ID SCHEDULE 40 (i.e. PVC OR BSP/GSP,
MANUFACTURED SPLIT PVC OR SPLIT BSP/GSP), UNLESS SPECIFIED
OTHERWISE.
2.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS
PRIOR TO CONSTRUCTION ACTIVITY. SEE CONTACT SHEET FOR
CONTACT NAME AND TELEPHONE NUMBER.
3.ALL UNDERGROUND OBSTRUCTION, WHEN LOCATED, WILL REQUIRE THE
PLACEMENT OF A BURIED CABLE MARKER AND THE PLACEMENT OF 4"
MANUFACTURED SPLIT PVC, BSP/GSP OVER OR UNDER EACH
OBSTRUCTION.
4.SHORING MAY BE REQUIRED AND SHALL COMPLY TO O.S.H.A.
STANDARDS.
5.ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 42" MINIMUM COVER
UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION DRAWINGS.
6.MECHANICAL PROTECTION SHALL BE REQUIRED ANYTIME A 36" MINIMUM
COVER IS UNOBTAINABLE UNLESS SPECIFIED OTHERWISE ON THE
CONSTRUCTION DRAWINGS.
7.ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM
38.2" RADIUS UNLESS SPECIFIED OTHERWISE. ALL SPLIT CONDUIT BENDS
AND SOLID PVC BENDS SHALL REQUIRE CONCRETE ENCASEMENT
UNLESS SPECIFIED OTHERWISE.
8.OPERATIONS PERSONNEL TO BE CONTACTED BY THE CONTRACTOR 48
HOURS PRIOR TO CONSTRUCTION. SEE CONTACT SHEET FOR CONTACT
NAME AND TELEPHONE NUMBER.
9.ALL STATIONING IS BASED ON AS-BUILT INFORMATION, THEREFORE
SOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED.
10.RAILROAD COMMUNICATION AND SIGNAL CABLES TO BE LOCATED PRIOR
TO CONSTRUCTION ACTIVITY. RAILROAD TO BE GIVEN 48 HOURS NOTICE
PRIOR TO CONSTRUCTION.
11.ALL BURIED CABLE MARKER POST AND HARDWARE PLACED AND/OR
REMOVED ON ALL NEW AND EXISTING ROUTES SHALL BE IMPLEMENTED
AS FOLLOWS:
A.ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN A NORTH TO
SOUTH GEOGRAPHICAL ORIENTATION, THE SOUTHERN-MOST SIGN AND
POST SHOULD BE REMOVED. *FOR NEW ROUTES BEING CONSTRUCTED,
ONE SIGN POST WILL BE PLACED AT THE NORTH END OF EACH
HANDHOLE.
B.ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN A EAST TO WEST
GEOGRAPHICAL ORIENTATION, THE WESTERN-MOST SIGN AND POST
SHOULD BE REMOVED. *FOR NEW ROUTES BEING CONSTRUCTED, ONE
SIGN POST WILL BE PLACED AT THE EAST END OF EACH HANDHOLE.
GENERAL NOTES
1.ALL CONDUIT WILL BE 2" AND 4" ID SCHEDULE 40 (i.e. PVC OR BSP/GSP,
MANUFACTURED SPLIT PVC OR SPLIT BSP/GSP), UNLESS SPECIFIED
OTHERWISE.
2.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS
PRIOR TO CONSTRUCTION ACTIVITY. SEE CONTACT SHEET FOR
CONTACT NAME AND TELEPHONE NUMBER.
3.ALL UNDERGROUND OBSTRUCTION, WHEN LOCATED, WILL REQUIRE THE
PLACEMENT OF A BURIED CABLE MARKER AND THE PLACEMENT OF 4"
MANUFACTURED SPLIT PVC, BSP/GSP OVER OR UNDER EACH
OBSTRUCTION.
4.SHORING MAY BE REQUIRED AND SHALL COMPLY TO O.S.H.A.
STANDARDS.
5.ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 42" MINIMUM COVER
UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION DRAWINGS.
6.MECHANICAL PROTECTION SHALL BE REQUIRED ANYTIME A 36" MINIMUM
COVER IS UNOBTAINABLE UNLESS SPECIFIED OTHERWISE ON THE
CONSTRUCTION DRAWINGS.
7.ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM
38.2" RADIUS UNLESS SPECIFIED OTHERWISE. ALL SPLIT CONDUIT BENDS
AND SOLID PVC BENDS SHALL REQUIRE CONCRETE ENCASEMENT
UNLESS SPECIFIED OTHERWISE.
8.OPERATIONS PERSONNEL TO BE CONTACTED BY THE CONTRACTOR 48
HOURS PRIOR TO CONSTRUCTION. SEE CONTACT SHEET FOR CONTACT
NAME AND TELEPHONE NUMBER.
9.ALL STATIONING IS BASED ON AS-BUILT INFORMATION, THEREFORE
SOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED.
10.RAILROAD COMMUNICATION AND SIGNAL CABLES TO BE LOCATED PRIOR
TO CONSTRUCTION ACTIVITY. RAILROAD TO BE GIVEN 48 HOURS NOTICE
PRIOR TO CONSTRUCTION.
11.ALL BURIED CABLE MARKER POST AND HARDWARE PLACED AND/OR
REMOVED ON ALL NEW AND EXISTING ROUTES SHALL BE IMPLEMENTED
AS FOLLOWS:
A.ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN A NORTH TO
SOUTH GEOGRAPHICAL ORIENTATION, THE SOUTHERN-MOST SIGN AND
POST SHOULD BE REMOVED. *FOR NEW ROUTES BEING CONSTRUCTED,
ONE SIGN POST WILL BE PLACED AT THE NORTH END OF EACH
HANDHOLE.
B.ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN A EAST TO WEST
GEOGRAPHICAL ORIENTATION, THE WESTERN-MOST SIGN AND POST
SHOULD BE REMOVED. *FOR NEW ROUTES BEING CONSTRUCTED, ONE
SIGN POST WILL BE PLACED AT THE EAST END OF EACH HANDHOLE.
CLARIFICATION NOTES
C-100 CONSTRUCTION - NEW UNDERGROUND 1X2" HDPE (BORE/TRENCH/PLOW)
C-110 CONSTRUCTION - NEW UNDERGROUND 1X2" HDPE (OPEN CUT/HARDSCAPE)
C-120 CONSTRUCTION - NEW UNDERGROUND 1X2" HDPE (MICRO TRENCH)
C-200 CONSTRUCTION - EXISTING UNDERGROUND (VZ OWNED/3RD PART)
C-300 CONSTRUCTION - AERIAL (NEW/OVERLASH)
C-500 CABLE PREP/SPLICING/TESTING (LOOSE TUBE)
C-510 CABLE PREP/SPLICING/TESTING (RIBBON)
ABBREVIATIONS
AHD AHEAD
AM AMTRAK
APPROX APPROXIMATELY
ASPH ASPHALT
AVE AVENUE
B/L BASELINE
BK BACK
BLDG BUILDING
BORO BOROUGH
BRG BRIDGE
BSP BLACK STEEL PIPE
BUS BUSINESS
CBNT CABINET
C/L CENTER LINE
C/O CLEAN OUT
CB CATCH BASIN
CC CENTER TO CENTER
CIP CAST IRON PIPE
CIR CIRCLE
CK CREEK
CM CENTER TO MATCHLINE
CMP CORRUGATED METAL PIPE
CO.COUNTY
CONC CONCRETE
COND CONDUIT
CR COUNTY ROUTE
CT COURT
CTY CITY
CULV CULVERT
CW CENTER TO WALL
D DEEP OR DEPTH
DB DEED BOOK
DEPT DEPARTMENT
DI DROP INLET
DIA DIAMETER
DIST DISTRICT
DR DRIVE
DWG DRAWING
E EAST
E.O.P.EDGE OF PAVEMENT
E/R EDGE OF ROAD
E/S EDGE OF SIDEWALK
E/SHD EDGE OF SHOULDER
ELEC ELECTRIC
EMH ELECTRIC MANHOLE
ENC ENCASED
EQ EQUATION
EQUIP EQUIPMENT
FBR FIBER
FC FACE OF CURB
FH FIRE HYDRANT
FND FOUND
FOC FIBER OPTIC CABLE
FTA FIBER TRANSMISSION A
GALV GALVANIZED
GM GAS METER
GOVT GOVERNMENT
GV GAS VALVE
HH HANDHOLE
HDPE HIGH DENSITY POLYETHYLENE
HWY HIGHWAY
INC INLLC.ORATED
INT INTERMEDIATE
IP IRON PIN
JS JUNCTION SPLICE
L LOT NUMBER
LAT LATITUDE
LGTH LENGTH
LN LANE
LON LONGITUDE
LT LEFT
M TAX MAP
MAX MAXIMUM
MC MATCHLINE TO CENTER
MH MANHOLE
MIN MINIMUM
MKR MARKER
MON MONUMENT
MPG MID POINT GROUND
N NORTH
N/F NOW OR FORMERLY
NO.NUMBER
NS NORFOLK SOUTHERN
NT NOTE
OH OVERHEAD
P PARCEL NUMBER
P/L PROPERTY LINE
PCC PORTLAND CEMENT CONCRETE
PG PAGE
PI POINT OF INTERSECTION
PLCS PLACES
PMTR PARKING METER
POLY POLYETHYLENE
PVC POLYVINYLCHLORIDE
R RANGE
R/W RIGHT OF WAY
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
RD ROAD
REQD REQUIRED
RGS RIGID GALVANIZED STEEL
RR RAILROAD
RT RIGHT
RV RIVER
S SOUTH
SAN SANITARY
SB SPLICE BOX
SEC SECTION
SEW SEWER
SHD SHOULDER
SMH SEWER MANHOLE
SPL SPLICE
SPLMH SPLICE MANHOLE
SR STATE ROUTE
ST STREET
STA STATION
STL STEEL
STM STORM
STR STREAM
T-TOWNSHIP ROUTE
TR TRAFFIC BOX
TEL TELEPHONE
TP TEST POINT (WETLAND DELINEATION)
TP TRAVERSE POINT
TRIB TRIBUTARY
TS TRAFFIC SIGNAL
TSB TRAFFIC SIGNAL BOX
TWP TOWNSHIP
TWS TRAFFIC SIGNAL WIRES
TYP TYPICAL
US UNITED STATES
VA VIRGINIA
VCP VITRIFIED CLAY PIPE
VPP VITRIFIED PLASTIC PIPE
VZN VERIZON
W WEST OR WIDE
W/WITH
WH WHITE
WM WATER METER
WW WALL TO WALL SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
5
N/A
N/A
6/13/2023
SYMBOLS
NORTH ARROW
MARKER-NUMBER
STATION-NUMBER
OFFSET-DIST
MARKER-NUMBER
STATION-NUMBER
OFFSET-DIST
MARKER-NUMBER
STATION-NUMBER
OFFSET-DIST
MARKER-NUMBER
STATION-NUMBER
OFFSET-DIST
48" DOC
FT MIN. DEPTH
STA.
TO STA.
25+00
25+00
23+00
MARKER POLE RIGHT
MARKER POLE LEFT
EXISTING MARKER POLE RIGHT
EXISTING MARKER POLE LEFT
FENCE/GATE
MILE POST (LEFT)
MILE POST (RIGHT)
DEPTH OF COVER
DEPTH OF COVER
EXTRA DEPTH NOTE
ELECTRIC MARKER BALL
CAUTION WARNING NOTE
HAZARD WARNING NOTE
STREAM FLOW LINE
COORDINATE TICK MARK
STATION TICK MARK
IRON PIPE/IRON PIN
BENCH MARK
MONUMENT (SURFACE)
MONUMENT (IN CASE)
CENTER LINE
PROPERTY LINE
WATER METER
GAS METER
WATER GUARD POST
FIRE HYDRANT
GAS VALVE
PAD MOUNTED TRANSFORMER
TRANSMISSION TOWER
UTILITY POLE
UTILITY POLE ANCHOR
TELEPHONE RISER
TELEPHONE VAULT
TELEPHONE MANHOLE
ELECTRICAL BOX
SAN. SEWER MANHOLE
STORM DRAIN CATCH BASIN
STORM DRAIN CULVERT
STORM DRAIN MANHOLE
STATE HIGHWAY ADMIN. MANHOLE
WATER VALVE
BUS STOP
MAIL BOX
RIP RAP
ROCKERY
SHRUBBERY
SIGN
TREE (CONIFER)
TREE (DECIDUOUS)
YARD LIGHT
STREET LIGHT ASSEMBLY
TRAFFIC SIGNAL POLE
FLASHING WARNING SYSTEM
JUNCTION BOX
R/R CROSSING GATE
R/R CROSSING SIGN
R/R CROSSING SIGNAL
SIGNAL CONTROLLER
FOREIGN MARKERS
RAILROAD MILE MARKER
ELECTRICAL MANHOLE
PROPOSED VERIZON HANDHOLE
NODE
NODE ID
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
6
N/A
N/A
6/13/2023
LINE SYMBOLOGY
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
7
N/A
N/A
6/13/2023
ABOVE GROUND PIPING
BRUSH/TREE LINE
CULVERT/DRAIN PIPE
CENTERLINE ROAD
DRAINAGE FLOWLINE OR STREAM
FACE OF CURB
EDGE OF STREET/ROAD (PAVED)
EDGE OF GRAVEL ROAD
FENCE LINE
EDGE OF SIDEWALK
GUARDRAIL
PAVEMENT MARKINGS
PROPERTY LINE
RAILROAD
RIGHT OF WAY LINE
LEASED CONDUIT
DIRECT BURIED CABLE
BURIED CONDUIT
CONCRETE ENCASED
CATV CATV
CATV
BOC
S/W S/W
P/LP/LP/LP/L
R/W R/W
L L
HHSECTION, TOWNSHIP, COUNTY
& RANGE LINES
EDGE OF WATER, WET LAND
CONTOUR LINE
CONTOUR INDEX
UTILITY - AERIAL ELECTRIC
UTILITY - BURIED ELECTRIC
UTILITY - FIBER OPTIC TELEPHONE
UTILITY - BURIED GAS
UTILITY - BURIED SANITARY SEWER
UTILITY - BURIED STORM DRAIN
UTILITY - AERIAL TELEPHONE
UTILITY - BURIED TELEPHONE
UTILITY-BURIED CABLE TV
UTILITY-AERIAL CABLE TV
UTILITY - BURIED WATER
WALL - RETAINING
PROPOSED FIBER OPTIC CABLE/CONDUIT
TRAFFIC SIGNAL WIRES
WET LANDS
E E
E E
GAS GAS GAS
SAN SAN
T
RET RET RET RET
TS
W
SD SD
=|==|==|==|==|==|==|==|==|==|==|==|==|==|==|==|==|==|==|==|==|==|==|==|=
WL WL WL HH
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
8
N.T.S.
N.T.S.
6/13/2023
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
9
N.T.S.
N.T.S.
6/13/2023
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
10
N.T.S.
N.T.S.
6/13/2023
Armorcast Products Company reserves the right to update or
discontinue product information at any time without notice.
www.armorcastprod.com
ARMORCAST PRODUCTS COMPANY
POLYMER CONCRETEBOXESPOLYMER CONCRETE
STANDARD DIMENSIONS
A6001974
THIS PRODUCT IS LISTED TO APPLICABLE UL
STANDARDS AND REQUIRMENTS BY UL.
1/2” TYP.
24” x 36” BOX ASSEMBLY
Tel: (818) 982-3600 Fax: (818) 982-7742
20K LOAD RATING
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
11
N.T.S.
N.T.S.
6/13/2023
VARIES
FINISHED GRADE
MCI
MARKER
SPLICE
HANDHOLE
SIGN I.D. NUMBER
CALL MCI1-800-624-9675AND THE LOCAL ONE CALL48 HOURS BEFORE DIGGINGIN THIS VICINITY
WARNING
TUBULAR MARKER
8' STEEL POST
DRIVEN 4'-0"
INTO GROUND
6'-1.75"
4'-0"
6"
SPLICE HANDHOLE
COVER NOT SHOWN
FOR CLARITY
DETAIL "A"
PLAN VIEW
DETAIL "B-1"
C-LOK GROUND ROD
INSTALLATION METHOD
DETAIL "B"
INSTALLATION DETAIL
GROUND LOCATIONS
FIBER CABLE
CONDUIT
GROUND
ROD
3 WIRES #6
SOLID COLOR
CODED
FIBER OPTIC
CABLE
FIBER OPTIC
CABLE
CONDUIT
FIBER CABLE
HDPE DUCT
FOR HARNESS
TEMPORARY GROUNDING
BEFORE SPLICING
SEE DETAIL "B-3" R&UOW
DETAIL "B-3"
TEMPORARY GROUNDING
(INCLUDING SPURB CABLE)
DETAIL "B-2"
C-LOK CONNECTOR
SPUR FIBER
CABLE
1" STAINLESS
STEEL HOSE
CLAMPS
SOUTHWEST
FIBER CABLE
BLACK WIRE FROM SURGE
ARRESTER ATTACH
TO RPS OF CABLE
YELLOW WIRE FROM
SURGE ARRESTER
ATTACHED TO RPS
OF CABLE
BLUE WIRE FROM SURGE
ARRESTER ATTACHED
TO RPS CABLE
HDPE DUCT
FOR
HARNESS
NORTHEAST
FIBER CABLE
GREEN WIRE
TO SURGE
ARRESTER (#6
WIRE)
CABLE GROUNDING INSTALLATION DETAILS
(FOR CONTRACTOR INSTALLATION)
NOTE:
SEE DETAIL "B-1"
THIS SHEET FOR INSTALLATION
METHOD.
NOTES:
1. OSP CONTRACTOR SHALL INSTALL THE FOLLOWING MCI FURNISHED MATERIALS:
·6' TUBULAR MARKER WITH HARDWARE (1)
·SPLICE HANDHOLE
·GROUND ROD AND FIGURE 8 CONNECTOR
·PULL WIRE HARNESS FROM HANDHOLE TO MARKER
2. THE CONTRACTOR WILL FURNISH AND INSTALL THE HDPE, LENGTH AS REQUIRED PER THE
DRAWINGS SUPPLIED.
3. ALL MCI AND CONTRACTOR FURNISHED MATERIALS SHALL BE IN PLACE PRIOR TO PLACEMENT
OF THE FIBER OPTIC CABLE, AT WHICH TIME THE TEMPORARY GROUND CONNECTION WILL BE
MADE IN ACCORDANCE WITH DETAIL "A'.
4. AFTER CONNECTION OF THE TEMPORARY GROUND, THE CONTRACTOR SHALL SEAL THE ENDS
OF THE FIBER OPTIC CABLE TO PREVENT THE ENTRY OF MOISTURE.
5. AFTER INSTALLATION OF THE FIBER OPTIC CABLE AND WIRING HARNESS BY THE
CONTRACTOR, THE CONTRACTOR SHALL SEAL ALL DUCT LINE OPENINGS WITH MCI APPROVED
MATERIAL TO PREVENT THE ENTRY OF MOISTURE.
6. MARKER AND HANDHOLE SHOULD BE PLACED IN LINE WITH THE NORTHERN
CORNER OF THE SPLICE HANDHOLE FOR NORTH/SOUTH ROUTES, THE EASTERN CORNER OF
THE SPLICE HANDHOLE FOR EAST/WEST ROUTES.
CABLE
ROUTE
FIBER
OPTIC
1. WITH GROUND
WIRE IN SMALL
GROOVE, HOOK
"C" COMPONENT
AROUND ROD.
2. INSERT WEDGE
COMPONENT BETWEEN
ROD AND WIRE.
3. PUSH WEDGE
COMPONENT
BETWEEN ROD AND
WIRE TO SECURE
ASSEMBLY.
4. COMPLETE
CONNECTION USING
PILLARS.
5. ENSURE SECURING
LOCK IS VISIBLE IN
"INSPECTION WINDOW".
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
12
N.T.S.
N.T.S.
6/13/2023
A-1 A-1
TUBULAR MARKER DETAILS
CALL
1-800-6AND THE LOC
48 HOURS BEIN THIS
MCI
24-9675AL ONE CALL
FORE DIGGINGVICINITY
SIGN I.D. NUMBER
CALL MCI1-800-624-9675AND THE LOCAL ONE CALL48 HOURS BEFORE DIGGINGIN THIS VICINITYWARNINGFIBE
R
OPTICCABLERO
UTE
6"
4'0"
6'-1.75"
STEEL POST INSIDE
TUBULAR MARKER
EXISTING
GRADE
8' STEEL POST
DRIVEN 4'-0
INTO GROUND
3.75" O.D.
6'0"
3.75" O.D.
1.75"
1'10"
3"
0.50" DIA. BOLT HOLE
(BOTH SIDE) SEE
SECTION A-1 & DETAIL
"D" THIS SHEET
THICKNESS
MATERIAL 0.125"
SLEEVE
(WHITE)
THICKNESS
MATERIAL 0.125"
MARKER
(ORANGE)
TUBULAR MARKER
8' STEEL
POST
1.5" BOLT
SEE DETAIL "D"
1.5"
0.375"-16
THREADS
DETAIL "A"DETAIL "B"DETAIL "C"
DETAIL "D"
INSTALLATION VIEW FRONT VIEW SIDE VIEW
TUBULAR MARKER
SECTION A-1
1.5" BOLT
3.75" O.D.
6'0"
3.75" O.D.
1.75"
1'10"
6"
0.50" DIA. BOLT HOLE
(BOTH SIDE) SEE
SECTION A-1 & DETAIL
"D" THIS SHEET
THICKNESS
MATERIAL 0.125"
SIGN I.D. NUMBER
CALL MCI
1-800-624-9675AND THE LOCAL ONE CALL48 HOURS BEFORE DIGGING
IN THIS VICINITY FIBEROPTICCABLER
OUTENUMBER SIGN I.D.
W
A
R
N
I
N
G
C
A
B
L
E
R
O
U
T
E
F
I
B
E
R
O
P
T
I
C
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
13
N.T.S.
N.T.S.
6/13/2023
CLARIFICATION SUMMARY SHEET
SPAN CLARIFICATION SUMMARY
BID UNIT FQNID(s)INSTALL METHOD CALCULATED LENGTH
(QUANTITY)
BDC-105 OSP:SPANPATH::500981927 BORE 74
TOTAL 74
FIBER CABLE CLARIFICATION SUMMARY
BDC-300 FIB:TAIL::500934711 12 COUNT FIBER (INCLUDING SLACK)863
TOTAL 863
STRUCTURE CLARIFICATION SUMMARY
BID UNIT FQNIDs DESCRIPTION TOTAL QUANTITY
BDC-112 ACPT:HH::502379533 24X36X24 HANDHOLE 1
TOTAL 1
FIBER EQUIPMENT CLARIFICATION SUMMARY
BDC-800 FIB:GHT::500612928 12 GHOST TERMINAL 1
TOTAL 1
SPLICE CLOSURE CLARIFICATION SUMMARY
BDC-701 FIB:SPLCL::500604974
(2204ACUG)
Cable Prep/Splicing/Testing (Loose
Tube)4
TOTAL 4
R/W
R/W R/W R/W
R/WR/WBOC BOC BOC BOC
SS SS SS SS SS SS HHHHHHHHBOC BOC BOC BOC BOC BOC
W W W W W W
BOC BOC
BOCBOCBOCBOCBOC BOC
ROYAL PALMS DR
ATLANTIC BLVD (SR-10)PENMAN RD
H
CLHHHHHHHHSTA 0+00STA 1+00STA 2+00STA 3+00STA 4+00STA 5+00STA 4+54
EXISTING VZN HH
ACPT:HH::501486656
12 CT FIBER
FIB:TAIL::500934711
LAT:30.32460
LONG:-81.40888
STA 5+89
EXISTING VZN HH
ACPT:HH::501486657
12 CT FIBER
FIB:TAIL::500934711
LAT:30.32460
LONG:-81.40932
NODE
STA 6+63
2303AIVK
1803BXVR.8
ROYAL PALMS DR
ATLANTIC BEACH, FL 32233
PROPOSED 24"X36"X24" VZN HH
ACPT:HH::502379533
12 CT FIBER
FIB:TAIL::500934711
PLACE 100' SLACK
LOOP:SLACK::500812605
1-12CT GHOST TERM
FIB:GHT::500612928
LAT:30.32473
LONG:-81.40918
JCTI01, 121-124 EXISTING CONDUIT
OSP:UGSPAN::500349091
PULL 12 CT FIBER
FIB:TAIL::500934711
663'
EXISTING CONDUIT
OSP:UGSPAN::500349091
PULL 12 CT FIBER
FIB:TAIL::500934711
(663')
C-100
PROPOSED 1-2" HDPE CONDUIT
AT A MINIMUM DEPTH OF 36" BY
DIRECTIONAL BORE
OSP:SPANPATH::500981927
74'
PULL 12 CT FIBER
FIB:TAIL::500934711
(663')
STA 0+00
EXISTING VZN HH
ACPT:HH::501486655
SPLICE LOCATION
EXISTING SPLICE CLOSURE
FIB:SPLCL::500604974 (2204ACUG)
EXISTING 144 CT FIBER
FIB:BUR::500247358
REF # :2204ADBM
12 CT FIBER
FIB:TAIL::500934711
PLACE 100' SLACK
LOOP:SLACK::500812604
LAT:30.32462
LONG:-81.40745
JCTI01, 121-124
114'34'7'36'CL CL
CL
CL CL
CL CL 107'27'36'14'14'18'18'15'72'
41'
21'21'5'46'EXISTING CONDUIT
OSP:UGSPAN::500349091
EXTENDS TO THE
WEST 9'2'21'2'HEXISTING 144 CT FIBER
FIB:BUR::500247358
REF # :2204ADBM
N
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
14
N/A
1:80
6/13/2023
SCALE
HORIZONTAL:
VERTICAL:
MP:TO MP:
SHEET:OF
FILE:
DATE:
ENGINEER:
REVISIONS
DATE DESCRIPTION INITIAL
PROJECT:
CLARIFICATION NO.QUANTITY
ATLANTIC BEACH, FLORIDAMCImetroACCESS TRANSMISSION SERVICES LLC.OUTSIDE PLANT CONSTRUCTION15
ATLANTIC BEACH, FLORIDA, DUVAL COUNTY
1803BXVR.8_DD
SITE NAME:
ATLANTIC BEACH, FLORIDA
1803BXVR.8
S.TAMIMI
NEPTUNE BCH 001
15
N/A
####
6/13/2023
(1) 2" HDPE
3' PROP. DEPTH
I.D. 2"
DEPTHS PROPOSED ARE MINIMUM
DEPTHS.
ALL SUBSURFACE UTILITIES
SHOWN ARE APPROXIMATE.
UTILITY LOCATES WILL BE
PERFORMED PRIOR TO
CONSTRUCTION.
WHEN DIRECTIONAL BORE IS THE METHOD
OF INSTALLATION, A MINIMUM OF 24-INCH
SEPERATION SHALL BE MAINTAINED FROM
ALL EXISTING UTILITIES, ITS/ATMS LINES,
AND STORM DRAIN SYSTEMS WHILE
MAINTAINING THE MINIMUM REQUIRED
DEPTH UNDER PAVEMENT OR NON-PAVED
GROUND.