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PROPOSED TELEPHONE FACILITIES
ON RIGHT OF WAY OF
ATLANTIC BEACH
IST ST
NOTE TO CITY OF ATLANTIC BEACH: CAUTION: Exchange:
THIS JOB ORDER PLACES 1210'* OF 24 FIBER CABLE ALL BURIED FACILITIES JACKSONVILLE BEACH
AND 60 FEET OF 900 COPPER PAIR CABLE. MUST BE LOCATED PRIOR
ALSO A 481X 26" X 48" AT&T CABINET IS PROPUSEU TO DIGGING, INCLUDING Designer:
BST, FIBER, POWER, PAT MCGRATH
ELECTRIC, SEWER, CATV,
Phone:
WATER, AND GAS. 904-727-1524
CABLE Authorization:
83E68134N
'1Z/'Ib/2UUb IU:44:IY AM Dwg. I of 4
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CC I 'ON 310d
USE CASE 1 M. O. T. TO MAINTAIN TRAFFIC
Shoulder Work Shoulder Work With Minor Encroachment Lane Closure on a Two-Lane Road
LANTIC BEACH PERMIT (2-15' From the Edge of Pavement) (Within 2' of the Edge of Pavement) (Two Flagger Operation)
(Maintaining two-way traffic in two travel lane5) LEGEND
MOT CASES Ch--I,.,rg Gen..
F1.99.,SWtml
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H.gh L—Al W-g D
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W-119 Sl-
MID-BLOCK SIDEWALK CLOSURE ---------<e> A CASE 3 MOT SHALL ONLY BE IMPLEMENTED
TRACTOR PERSONNEL ARE
PRESENT.DURING OFF HOURS THIS MOT
C A S E 2 M.0.T. SHOULD BE REMOVED AND TWO LANES OF
CASE I M.0.T. CASE 3 M.0.T. TRAFFIC RESTORED.
IMMOFTMAIMMW
T-1 Work in Travel Lane or a Minor Urban Street
(Maintaining Two-Way Traffic)
C13 MEENAN WED"
III-MINIMITRAMLANE
CIO
M D D \..TPAFM*KY
CIO
L
C13 12=1�
M 1 9 Q 6IMS woo.%='
MINIMUM Ill WIDTH FOR EACH TEMPORARY Lone Clo5urg in Advance of On Inter5ection
LANE. IF ll'CANNOT BE MAINTAINED,A
CASE 3 MOT MUST BE USED. (Work Area on the Through Road) CASE 6 M.0.T.
CASE 4 M.0.T.
SIGN SPACING I> MAINTENANCE OF TRAFFIC REQUIREMENTS
TYPE DISTANCE OETWEEN SIXINS- 1. ANY MODIFICATIONS OF THIS MAINTENANCE OF TRAFFIC PLAN SHALL BE
—C FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION.
SUBMITTED TO THE ST JOHNS COUNTY.TRAFFIC ENGINEERING DIVISION
I- P-9 in ISO 2. PROJECT WORK HOURS ARE BETWEEN 7.00 AM TO 7,00 PM ON
Loom ,hp� 350 RESIDENTIAL STREETS.AND 9.00 AM TO 4.00 PM ON COLLECTOR OR
ARTERIAL STREETS.
5W OEM! 3. CONTRACTOR MUST MAINTAIN EXISTING SIGNING� IF SIGNS ARE DAMAGED
DUE TO HIS ACTIVITY.THE CONTRACTOR IS REQUIRED TO REPLACE THEM IN
E--ft/F—.q IAW 14M 1 2.6411 1 IT -AF ACCORDANCE WITH CURRENT CITY STANDARD SPECIFICAT104S IMMEDIATELY.
ALL ROAD CROSSINGS SHALL BE 00''E IN 4. THIRTY FOOT RADIIARE REQUIRED AT ALL INTERSECTIONS WHERE THE
-GREW CATSOMY TO BE OETEPHIm W R(NICY ONE DAY. CROSS STREETS ARE To E ROADWAY IS REBUILT. A TTSE
MSTANM WE%ftN IN FEE.THE��A.&AME)C ME TIM DINEWSKINS RESTORED TO TWO LANES OF TRAFF I I —<@>,'
MW IN FIWIES SN1 TNR3M*1-44 OF THE MANUAL IF LIRIFIMM TRAITIC CIINTROL MVM C 5- ACCESS TO ALL STREETS AND DRIVEWAYS TO BE MAINTAINED AT ALL TIMES
GENERAL NOTES M=THE A GIMERSIM IS IK UMMA�M PAIN THE TRANSITUM W NOR W RES�M TO TW FAST DURING NON-WORKING HOURS. -1
SM TIE 8 DMENSION 19 TIE OISTANCE EIETWEEPI THE FIRS "SECOM SMAIA,THE C[RREAARM IS IF SIDEWALKS ARE DISTURBED AND HAVE TO BE REPLACEM HANDICAP PROPOSED TELEPHONE FACILITIES
THE DISTANM BETWEN SE=V NO THIS)SAM ITHE�90 SPIN IS�FIRST W IN IME n4M1IM RAMPS ARE TO BE INSTALLED.
ONLY THE SIGNS CONTROLLING PEDESTRIAN FLOWS ARE SHOWN. GERMS EA1MWTERE0 BY A OFOR M14KWDM A TEMAMINRY TRWFE SNTROL 20"EA
OTHER WORK ZONE SIGNS WILL BE NEEDED TO CONTROL TRAFFIC KIM�TTLDV�DIMERS06 ME M X AUWM M FIT FWL0 Cmwfwc.SEE I=IMM"_A" 7. THE CONTRACTOR SHALL CONFINE HIS ACTIVE WORK AREA TO NO MORE ON RIGHT OF WAY OF
ON STREETS. CASE 5 M.0.T. THAN ONE BLOCK AT A TIME.
2. TEMPORARY WALKWAYS SHALL BE A MINIMUM OF 4'WICE AND KEPT 8. THE ROADWAY SHALL BE RESTORED TO AT LEAST A LIMEROCK SURFACE ATLANTIC BEACH
FREE OF ANY OBSTRUCTIONS AND HAZARDS SUCH AS HOLES.DEBRIS. BEFORE 17 IS REOPENED TO TRAFFIC.ANO BEFORE THE CONTRACTOR
MUD,CONSTRUCTION EOUIPMENT,STGRED MATERIALS AND ETC. TAPER LENGTH CRITERIA MOVES ON TO THE NEXT CONSTRUCTION ZONE.
(FOR DETAILS SEE INDEX 600 ) — q. DUST CONTROL MEASURES SHALL BE IMPLEMENTED ON ALL UNPAVED
3. POST MOUNTED SIGNS LOCATED NEAR OR ADJACENT TO A SIDEWALK TYPE OF TAPER TAPIA LENGIN U- SURFACES UNTIL PAVED.
IST ST
SHALL HAVE A 7'MINIMUM CLEARANCE FROM THE BOTTOM OF SIGN
TO THE SIDEWALK. MEPIRNG TAPER T LEAST L io. WHERE CONSTRUCTION PHASING IS NOT SHOWN ON PLANS.OR IF
CONTRACTOR WANTS TO ALTER THE PHASING SHOWN,CONTRACTOR IS TO
AT LEAST LOL SUBMIT PHASING PLAN WITH A PROPOSED CONSTRUCTION SCHEDULE TO
SWTING TAPER TRAFFIC ENGINEERING PRIOR TO CONSTRUCTION
SHOLLIMA TAPER AT LMI 8-m- Exchange:
ONE LANE,TWO VAY TRAFFIt TAM IM FT.MAXII" ii. CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING DIVISION (209-0119)A
MINIMUM OF 5 WORKING DAYS PRIOR TO IMPLEMENTATION OF THE M.O.T. JACKSONVILLE BEACH
DOWNSTREAM TAPER FT PER LAW
-FORPAJ-AS F L ARE AS Fa.LDA 12. TRAFFIC SIGNAL VEHICLE LOOPS SHALL BE RESTORED TO PROPER OPERATIOI, Designer:
CONDITIONS WITHIN 36 HOURS OF BEING DESTROYED OR DAMAGED.CONTACT LIZ
FOR GPM LIMITS OF 49 MPH CR LESS FOR SPEED UNITS oF 4*MPH aR GREATER INGRAHAM AT 209 0115 A MINIMUM OF 48 HOURS PRIOR TO WORKING NEAR
WHERE ANY VEHICLE.EQUIPMENT PAT MCGRATH
WORKERS OR THEIR ACTIVITIES A SIGNALIZED INTERSECTION.
ENCROACH ON THE SI WALK FOR
A PERIM OF MORE TDHAN 60 MINUTES Phone:
WHERE,L TAPER LENTM IN PUT
W OF OFFSET IN FEET 904-727-1524
9 GRIME)LINIT Authorization:
83E68134N
Dwg. 4 of 4
12/1t/2UH 1U:44:2U AM
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