West 10th St 6060 W. 10TH ST.
CITY PERMIT
PLAN VIEW
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M
i~
R/W
USE CASE 1 MOT
ENTIRE PERMIT
NOTE: COMCAST MUST COORDINATE
CATV FACILITIES WITH EXISTING
AND PROPOSED SIDEWALKS TO
AVOID CONFLICT
CROSS SECTION
FROM TAG "A"
N.T.S.
I
50'
-25' 25'
11.5' .11.5'-
.5' 1
R/W
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VICINITY MAP
N.T.S.
-0- -0---
I
-12'- I
I -
-
I - - - -~ -
~ -
t2'-
-24'- -24'-
I IY I
-J6'- -36'-
BELL 0 f O' OFF OF 8/C
-48'- J' -18'- WATER
-60~- ~ ~~~SEWER ®C/L -60~
R/W R/W
U ~
\ \
oa a
WATER ®3' OFF OF B/C
.
3 13.5'
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11' 15' 1 ' 3~
2
BELL
76' PEDESTAL
35'-
PROJECT FINISH
PROPOSED U G
~ ~ CATV FACIL[ IES
a
tt.5' 216
11
PROPOSED DIRECTIONAL BORE;
INSTALL 45' OF 2" HDPE CONDUIT
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5934 Richard St.
Jacksonville, FI. 32216
- - ~
• BELL ®10' OFF OF B/C
•SEWER ®C/L
PROPOSED U G CATV
®8 OFF 0 B/C
-23'
3; ~
PROJECT START
"'ROPOSED U/G
CATV FACILITIES
~ 6 OFF OF B/C
All PROPOSED CONSTRUCTION WILL BE PER CITY OF
ATIIWTIC BEACH SPECIFICATIONS AS WELL A~ ALL
NESC SAFETY CODES.
ALL PROPOSED CAN WILL BE WITHIN THE CITY OF
ATLANTIC BEACH RIGHT-OF-WAY.
ALL PROPOSED UNDERGROUND CAN WILL BE BURIED
A MINIMUM OF 24' DEEP. EXCEPT BORES 36' DEEP.
NDTIFICATX)NS TO ALL UTILITIES INVOLVED WILL
BE MADE PRIOR TO CONSTRUCTION.
LOCATES WILL BE REQUIRED IN ALL PROPOSED
UNDERGROUND AREAS AT LEAST 46 HRS. PRIOR
TO CONSTRUCTION.
ALL PROPOSED UNDERGROUND GN ROAD BORES
WILL USE CITY APPROVED
DIRECTIONAL BORE MACHINE, AS WELL AS CrtY
APPROVED CONDUR.
ALL PROPOSED CAN DIRECTIONAL BORES YALL EXTEND A
MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT.
ALL PROPOSED CAN DRNEWAY BORES WILL EXTEND
A MINIMUM OF 2' BEYOND THE EDGE OF PAVEMENT.
JFA EASEAIDIT
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casrort
R/w ... R/w
CATV I uK NG m T- IAN
PEOESUf. ~ ~,' oR R arM a 1 I~EDEStAI
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BAac
~OF CURB
NOTB:
PLACE PEDESTALS TO THE LEFT
OR RIGHT SIDE OF JEA
TRANSFORMER LOCATIONS.
TYPICAL 3EA EASEMENT
R/1~ N.T.S.
B/C
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36
- R/W 2,-~- 2.
-~ --4-
PROPOSED 2"
HDPE CONDUIT
TYPICAL DRIVEWAY
DIRECTIONAL BORE
N.T.S.
SUBJECT:
PROPOSED U G
CAN FACILI IES
' IN NODE BE037
i
PROJECT TOTALS
PROP. U/G CAN 266'
PROP, AERIAL CAN 0'
PROP. CAN (TOTAL) 266'
(0.05mi)
P OJ CT : DV2-76-0892
RE
NODE: BE037
'60 W, 10TH ST.'
COUNTY: DUVAL
STATE: FLORIDA
SHEET NO.: 1 OF 2
DATE: 04/12/07
NODE: BE037
DRAFTED BY: J. GANCI
60 W. 10TH ST.
CITY PERMIT
MOT CASES
MID-BLOCK SIDEWALK CLOSURE
Shoulder Work
(2'-15' From the Edge of Pavement)
(Maintaining two-way traffic in two travel lanes)
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CASE 1 M.O.T.
Shoulder Work With Minor Encroachment
(Within 2' of the Edge of Pavement)
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1
CASE 2 M.O.T.
Lane Closure on a Two-Lane Road
(Two Flogger Operation)
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A CASE 3 MOT SHALL ONLY BE IMPLEMENTED
WHILE CONTRACTOR PERSONNEL ARE
PRESENT. DURING OFF HOURS iHIS MOT
SHOULD BE REMOVED AND TWO LANES OF
TRAFFIC RESTORED.
LEGEND
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~- Floggwr SymbW
% Porlabk Sign S~+PPaL
® Arrow Dispby
High Uwl Womirp OMa
Work Aroa
Waminq Sqn
SIGN SPACING
RCAD TYPE DISTANCE BETWEEN SICNS••
A B C
URBAN (bw ~pNd) 100 100 100
URBAN (hlgh pud) S50 350 350
RURAL 500 300 500
E~prruwoy/Fmway 1.000 1,500 2.840
> 45nph • high oP••d
• SPEED GTEGORY 10 BE DETERMINED BY HGNWAY AGENCY
•• DISTANCES ARE SHONN IN FEET. THE COLLMN NEApNC A B, AND C AAE 11E DIMENSIONS
SHOWN w f%iURES BH-I THROUGH BH-48 OF tIE MMIUAL OF UIIIFORM iRAFFIC_CONIROL DE1nCE5
(MIfTCD). THE A gMENSNIN IS THE OISUNCE FROM THE TRANSITNkI OA POINT OF RES1RICtENI TO THE F4tST
T~~DISGT BEpBETkE[tl THE SECOND E TM~SIGNSE I~THrm SICK 6 tFlRST OIE WiHE Tr~tEE-SIGN
SERFS ENCOUNTERED BY A ORNER APPRDACHNG A lE4PORARY 7RAFTIC CONTROL ZON .
NOTE: LDNGRUgNA1 DWEh5gN5 ARE TO BE AGA15TE0 TO Ftt F1DA CONDOIONS. SEE T NDEX Tb. B00
TAPER LENGTH CRITERIA
GENERAL NOTES
1, ONLY THE SIGNS CONTROLLING PEDESTRIAN FLOWS ARE SHOWN.
OTHER WORK ZONE SIGNS WILL BE NEEDED TO CONTROL TRAFFIC
ON STREETS.
2, TEMPORARY WALKWAYS SHALL BE A MINIMUM OF 4' WIDE AND KEPT
FREE Of ANY OBSTRUCTIONS AND HAZARDS SUCH AS HOLES, DEBRIS,
MUD, CONSTRUCTION EQUIPMENT, STORED MATERLALS AND ETC.
( FOR DETAILS SEE INDEX 600 )
3. POST MOUNTED SIGNS LOCATED NEAR OR ADJACENT TO A SIDEWALK
SHALL HAVE A 7' MINIMUM CLEARANCE FROM THE BOTTOM OF SIGN
TO THE SIDEWALK.
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT
WORKERS OR THEIR ACTMTIES
ENCROACH ON THE SIDEWALK FOR
A PERIOD OF MORE THAN 60 MINUTES
•
`~ 5934 Richord St.
Jacksonville, FI.32216
Lane Closure in Advance of an Intersection
(Work Area on the Through Road)
Work in Travel Lane or a Minor Urban Street
(Maintaining Two-Woy Traffic)
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ALL ROAD CROSSINGS SHALL BE DONE IN
• ONE DAY. CROSS STREETS ARE TO BE
' RESTORED TO TWO LANES OF TRAFFIC 8
• DURING NON-WORKING HOURS.
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MINIMUM 11' WIDTH FOR EACH TEMPORARY '
LANE. IF 11' CANNOT BE MAINTAINED, A
CASE 3 MOT MUST BE USED.
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ATLANTIC BEACH, FL
RIGHT-OF-WAY PERMIT
TYPE OF TAPER TAPER LENGTH' (L)•
MpiCINO TAPER AT LEAST L
SHIfTNIC TAPER AT LEAST O.SI
SHOULDER TAPER AT LEAST 0.33E
ONE LANE. TWO WAY TRAFFIC CAPER 1D0 FT. 4A%NIUM
DOYMSTREAH TAPER 100 FT PER LONE
•FORMUTAS FOR L ARE AS FOLLOWS
FOR SPEED LM1(TS OF 40 MPH OR LESS
L-WSJ
FOR SPEED LNAIIS OF 43 MPH OR GREATER
LAWS
WHERE L ~ TAPER LENGTH M FEET
W .WIDTH OF OFFSET IN FEET
S ~ POSTED SPEED LAUT
MAINTENANCE OF TRAFFIC REQUIREMENTS
T , ANY MODIFICATIONS OF THIS MAINTENANCE OF TRAFFlC PLAN SMALL BE
SUBMITTED TO THE CITY OF ATLANTK: BEACH, TRAFFlC ENGINEERING DMSION
FOR RENEW AND APPROVAL PRIOR TO IMPLEMENTATION.
2. PROJECT WORK HOURS ARE BETWEEN 7:00 AM TO 7;00 PM ON
RESIDENTUIL STREETS, AND 9:00 AM TO 4:00 PM ON COLLECTOR OR
ARTERIAL STREETS.
3. CONTRACTOR MUST MAINTAIN E%ISTING SIGNING. IF SIGNS ARE DAMAGED
OUE TO HIS ACTMTY, THE CONTRACTOR IS REQUIRED TO REPLACE THEM IN
ACCORDANCE WITH CURRENT CITY STANDARD SPECIFICATIONS IMMEDIATELY.
4. THIRTY F00T RAOq ARE REQUIRED AT ALL INTERSECTIONS WHERE THE
ROADWAY IS REBUILT.
5. ACCESS TO ALL STREETS AND DRNEWAYS TO BE MAINTAINED AT ALL TIMES.
g, IF SIDEWALKS ARE DISTURBED AND HAVE TO 8E REPLACED, HANDICAP
RAMPS ARE TO BE INSTALLED.
7. THE CONTRACTOR SHALL CONFlNE HIS ACTNE WORK AREA TO NO MORE
THAN ONE BLOCK AT A TIME.
g. THE ROADWAY-SHALL BE RESTORED TO Ai LEAST A LIMEROCK SURFACE
BEFORE IT IS REDPENED TD TRAFFIC, AND BEFORE THE CONTRACTOR
MOVES ON TO THE NEXT CONSTRUCTION 20NE.
9. DUST CONTROL MEASURES SMALL BE IMPLEMENTED ON ALL UNPAVED
SURFACES UNTIL PAVED.
10. WHERE CONSTRUCTION PHASING K NOT SHOWN ON PLANS, OR IF
CONTRACTOR WANTS TO ALTER THE PHASING SHOWN, CONTRACTOR IS TO
SUBMIT PHASING PLAN WITH A PROPOSW CONSTRUCTION SCHEDULE TO
TRAFnC ENGINEERING PRIOR TO CONSTRUCTION
11. CONTRACTOR SHALL NOTIFY ATLANTIC BEACH CRY HALL (147-5400) A
MINIMUM OF 5 WORKING GAYS PRIOR TO IMPLEMENTATION OF THE M.O.T.
1 2. TRAFFIC SIGNAL VEHICLE LOOPS SHALL BE RESTORED TO PROPER OPERATION
WITHIN 38 HOURS OF BEING DESTROYED OR DAMAGED. CONTACT PAT
HARRlS AT 247-5826 OR GEORGE WORLEY AT 247-5626 A MINIMUM OF
46 HOURS PRIOR TO WORKING NEAR A SIGNALIZED INTERSECTION.
SUBJECT:
PROPOSED U/G
CATV FACILITIES AT
60 W. 10TH ST,
V. LOTH Si•
COUNTY: DUVAL
SHEET NO.: 2 OF 2
DATE: 04/12/07
NODE NO.: BE037
DRAFTED BY: J, GANCI