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NZ;r Telecommunicattons
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Exchange:
JACKSONVILLE
Designer:
LILLEY, JIM
Phone:
9 -348-2512
04
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Authorization:
731168169N
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JACKSONVILLE
IF ANY SIDEWALK NEEDS TO BE
esigner:
D
LILLEY, JIM
Phone:
REMOVED, CALL RICK CARPER 0
904-348-2512
Authorlzation:
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Designer:
LEY, JIM
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Phone:
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J 'i ED TELEPHONE FACILITIES
ON RIGHT OF WAY OF
�T
Exchange:
a
JACKSONVILLE
Designer:
LILLEY, JIM
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Phone:
4-348
-2512
Tutholzoti.,.
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CONSTRUCTION NOTE:
THIS AUTHORITY PROPOSES BURYING
1375' OF AERIAL AND BURIED CABLE.
L i
U
P
LANDSCAPE NOTE: JOB
AN OL LOCATION MAP
SI TE
PROTECTED TREES WITHIN THE LIMITS
OF CONSTRUCTION WILL BE PROTECTED
PER CI TY OF JACKSONVI LLE SPECI FI CATI DNS. 0
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SEE PRINT 6.
Z
__j
EROSION CONTROL NOTE:
_j
W
See Owg *2
SEE GENERAL NOTES ON PRINT 5
L-Li
m
HOA=20' 5'
0
JEO
50'
EXI STI NG 8 ' CT
OF 200 PAIRAERIAL CABLE
TRAFFI C ENGI NEERI NG:
A
TO BE REPLASED DUE TO
SR 10 (ATLANTIC BLVD)
PALM TREE P SHING CABLE
FOR MAINTENANCE OF VEHICULAR AND
(--D
I NE.j
OUT OF L
PEDESTRIAN TRAFFIC, CASE 3 MOT
WILL APPLY FOR ALL PRINTS. SEE
PRINT 4.
PROPOSED
10
200 PAIR A0IAL
COPPER CABLE.
10" PALM
SYMBOL LEGEND
iTREE
U m
Prww Edsffng ftwfpffon
-FIBER
PROPOSED 24
<r
OPTIC CABLE TO BE AERIAL CABLE
'd
PLACED ON EXISTING
0
<r JEA POLE LINE.
B_ _B— BURIED CABLE
HOP=22' DRAWING NOT
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TO SCALE.
65'
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0
L---------------
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tJ PROPOSED TELEPHONE FACILITIES
PIPE/CONDUIT
4 --------------
C7L��— ON RIGHT OF WAY OF
—EDP
CA-M CARE MARKER CITY OF JACKSONVILLE
ff
_,-s-� AERIAL SVC WIRE
297 AQUATIC DR
B B BURIED SVC WIRE
EDP
Exchange:
JOINT-TRENCHSVC
SONVILLE BEACH
JACK
BORE
N/A
Designer:
Landon,Ed,Q
N/A CUTPAVEMENT
Phone:
9,
f R/W--------------------------------------------------------------------
N/A SPLICING Pff 904-350-4172
Authorization.
N/A TRENCH LENaDEPTH
73E6819ON
Dwg. of
3712/nUb /:bb 30 AM
See Dwg *3 ,,-EXISTING CBURIED
lN
4: CABLE I N WAY OF STORM
DRAIN ARE TO BE PLACED
EXISTING CBURIED
OUT OF SERVI CE.
CABLE IN WAY OF STORM
j
DRAIN ARE TO BE PLACED
OUT OF SERVICE. m
-PROPOSED 600 PAIR COPPER
CABLE TO BE PLACED ON
DRAWING NOT
STI NG JEA POLE LINE.
POOPI TO SCALE.
PARKING LOT
m
PROPOSED 200 PAIR COPPER
EXISTING CBURIEO
295
CABLE TO BE PLACED ON
��I I I CABLE IN WAY OF STORM
4 EXISTING JEA POLE LINE.
C JEA
DRAIN ARE TO BE PLACED
50'
01 OUT OF SERVICE.
oil
4
TI NG 200 PAI R COPPER
CABLE TO BE EXTENDED 25'
TONEW JEA POLE.
OE i
U
301
co
PROPOSED STORM
EXISTING CBURIED
DRAIN BY OTHERS. CABLE IN WAY OF STORM
DRAIN ARE TO BE PLACED
OUT OF SERVICE.
TEMPORARY SPLICE PITS
00
TO BE OPENED AND CLOSED. L-
PROPOSED
JL� POLE
PROPOSED 600 PAIR
COPPER CABLE TO DIP
DOWN POLE AND BE BURIED
10' TO SPLICE LOCATION. S
ANCHOR AND GUY
Lli
z z 10" PALM
HOA=22'
JEA
3 JQ
50'
15" LIVE
OAK
LI NE CREW.
CD
OF TREE GUARD BellSouth
ENTRANCE TO ON ALL AERIAL v.-iiiiii, Telecommunicatlons
PLACE TREE 30**
TO
SHOPPING CENTER CABLES.
PROPOSED TELEPHONE FACILITIES
A
CITY OF JACKSONVILLE
�j
297 AOUATIC R
-FIBER
PROPOSED 24
31 __,,,-'OPTIC CABLE TO BE
X
PLACED ON EXISTING
Exchange:
"i
d, JEA POLE LI NE.
JACKSONVILLE BEACH
Designer:
Landon,Ed,Q
Phone:
See Dwg *1
904-350-4172
Au orization.-
73E6819ON
of 6
Dwg. 2
3/12/ZUUb �b:N AM
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(L
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A
PROPOSED 24-FI BER
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FENCE OPTIC CABLE TO END
IN EXISTING HANDHOLE.
�493355
845C(2007)
HA D
N HOLE3OX58
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F&C
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TO SCALE.
J j t
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B
PROPOSED BORE
EXISTING BURIED 6-FIBER UNDERBUSHAND
f !
m DRI VEWAY. CABLE
OPTIC CABLE TO BE PLACED
TO BE PULLED
OUT OF SERVICE.
H THROUGH 21OUCT
E DRIVEW�,y
l
4
\BUSH
PROPOSED DIRECTIONAL CD
EXISTING BURIED 24-FIBER
BORE UNDER TREES.
ji
0 BE
-FLEX-PIPE IS T OPTIC CABLE TO BE PLACED
1 —28'
2'
PULLED THROUGH. THE BRADFORD OUT OF SERVICE.
T 30' 8
-FIBER OPTIC CABLE
24 30'
�PEAR
WILL BE PULLED THROUGH
THE 2" -FLEX-PIPE.
—WILL BE BURIED AT 24
PROPOSED 24-FIBER OPTIC
MI N
I MUM DEPTH.
8' BRADFORD
PEAR
U
<I PROPOSE[
24-FIBER OPTIC
LLJ CABLE DIPS DOWN POL
E AND
C
WI LL BEBURI EDAT 24' BellSouth
<r
_j MINI MUM DEPTH. Telecommunlcattons
%
PROPOSED TELEPHONE FACILITIES
Z
ON RIGHT OF WAY OF
H CITY OF JACKSONVILLE
CL
I CL
PROPOSED
ANCHOR AND GUY
4 297 AQUATIC DR
Iwo
m Nw I
xc ange:
JACKSONVILLE BEACH
TEMPORARY
u SPLI CE PI T TO IJE a PROPOSED 600 PAIR COPPER
r
Designer.
OPENED AND CLOSED. CABLE TO DIP DOWN POLE
BE BURI EDI 0' TO Landon,Ed,Q
AND
rx I
j
SPLICE LOCATION.
Phone:
----PROPOSED 600 PAIR COPPER 904-350-4172
CABLE TO IP DOWN POLE
See Dwg *2 Authorization:
LF I:N C E
T
TEMPORARY AND BE BURIED 101 TO
73EG8190
N
SPLI CE PI T TO BE SPLICE LOCATION.
OPENED AND CLOSED.
d Dwg. 3 of 6
a
d
:3U AM
3112lzUub Fbb
M
Work Lane Clo5ure on c Two-Lane Rood
Shoulder Shoulder Work With Minor Encroachment
(Within 2' of the Edge of Pavement)
k (2-15' From the Edge of Pavement)
(Two Flogger Operation)
(Mointcii
COUNTY PERMIT
_3 two-way traffic in two travel lones)
LEGEND
Ch.—h—E,OR—.
MOT CASES
DRAWING NOT
TO SCALE.
P—bl"Sig,Stipp—
A....
H,gl L"-1 W,,,,,g 11--
W.'k A,-
D-
MID-BLOCK SIDEWALK CLOSURE
A CAS 3 MOT SHALL ONLY BE IMPLEMENTED
W H L
I E CONTRACTOR PERSONNEL ARE
F
ED
PRE 7 BLAIN VOF 4H UPS THIS MOT
SHBSE
CASE 2 M.0.T . ULN �, REMr NOD TWO LANrS OF
D.
TRAFFTIC RESTORE
CASE I M.O.T. CASE 3 M.0. T.
j
EDDIE OF TRAFFIC WAY
Work in Travel Lane or a Minor Urban Street
J
(Maintaining Two-Woy Traffic)
MEDIAN MEDIAN
BID
y; D D
EDGE OF TPAFFIC WAY
L
13C
A( ORTYP�IBARDEC
_—CENTERS.
<G>
mt-—.31
T0._:.MR.WFR
MINIMUM 11'WIDTH FOR EACH TEMPORARY
CASE 3 MOT MUST BE USED.
Lane Closur-e in Advance of on Intersection
LANE. IF 11'CANNOT BE MAINTAINED,A
(Woi-k A,-ea on the Through Road) CASE 6 M.D.To
A!
CASE 4 M.0.T. <@>
MAINTENANCE OF TRAFFIC REQUIREMENTS
SIGN SPACING
j :1
DMI-M BETWEEN SIGNS-
ROAD TYPI A Y MODIFICATIONS OF THIS MAINTENANCE 'i PLAN SHALL BE
A Is C SUBMITTED TO THE ST JOHNS COUNTY,TRAFP1_ ENGINEERING DIVISION
FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION.
2. PROJECT WORK HOURS ARE BETWEEN 7:00,AM TO h0a PM ON
RESIDENTIAL STREETS AND qi00 AM TO 4 00 PM ON COLLECTOR OR
gh P-O 3%
ARTERIAL STREETS.
3. CONTRACTOR MUST MAINTAIN EXISTING SIGNING. IF SIGNS ARE DA AGED
M
DUE TO HIS ACTIVITY.THE CONTRACTOR IS REOUIRED 70 REPLACE THEM IN
ROANCE WITH CURRENT CITY STANDARD SPECIFICATIONS IMMEDIATELY.
ACCO
ALL ROAD CROSSINGS SHALL BE DONE IN I
�j 4. THIRTY FOOT D I A E REOUIRED AT ALL INTERSECTIONS WHERE THE
:.Si�IE TO BE INED BY HIONWAY POERi RESTORED TO TWO LANES OF TRAFFIC
OISTAmi ARE SHOWN IN FEET.THIL DOUtHR HEADING A,B,AN[i C PAS THE DIMENISIONS ONE DAY. CROSS STREETS ARE TO BE ROADWAY IS RE Iff
5- ACCESS TO ALL STREETS AND DRIVEWAYS TO BE MAINTAINED AT ALL TIMES
SHOW4 IN FISi.AE9 SH-)THROtIGH SH-41 OF 1.—OF 1JNWOAFI TFAFF.EONTROL OEIIC" DURING NON-WORKING HOURS.
GENERAL NOTES (MM I.THE A DINEWi IS THE OISTFNi0E F"THE TRANSITION OF MINI OF RESTRICTION TO THE FIRST IF SIDEWALKS ARE DISTURBED AND HAVE TO BE REPLACED,HANDICAP
THE M TRADE BETWEEN IHE SECOND"THIM SI -NE THIRD SIGN 19 THE FIRST DIE IN THE THRIi A
ONLY,THE SIGNS CONTROLLING PEDESTRIAN FLOWS ARE SHOWN. SERIE LONGIT......IOONS ARE TO K A0Ji.STE0 TO FIT FIELD CONDITIONS.SEE FOOT INDEX M 7. THE CONTRACTOR SHALL CONFINE HIS ACTIVE WORK AREA TO NO MORE
"S EK"TEACTO BY A EPIYER ING A TEMPORARY �ONTAOI_ZONEI
OTHER WORK ZONE SIGNS WILL BE NEEDED TO CONTROL TRAFFIC
CASE 5 M.0.T. THAN ONE BLOCK AT A TIME.
ON STREETS.
8. THE ROADWAY SHALL BE RESTORED TO AT LEAST A LIMEROCK SURFACE
2. TEMPORARY WALKWAYS SHALL BE A MINIMUM OF 4'WIDE AND KEPT BEFORE IT IS REOPENED TO TRAFFIC.ANO BEFORE THE CONTRACTOR
i OBSTRUCTIONS AND HAZARDS SUCH AS HOLES�OEBRIS, in BellSouth
FREE OF ANY MOVES ON TO THE NEXT CONSTRUCTION ZONE.
Telecommurilcoflons
MUD,CONSTRUCTION EOUIPMENT,STORED MATERIALS AND ETC.
V
I FOR DETAILS SEE INDEX 600 M ASURES SHALL BE IMPLEMENTED ON ALL UNPAVED
TAPER LENGTH CRITERIA 13. DUST CONTROL E
SURFACES LIN L
TAPER LENGTH
3. POST MOUNTED SIGNS LOCATED NEAR OR ADJACENT TO A SIDEWALK
TYM OF TAPEA_
SHALL H VE A 7'MINIMUM CLEARANCE FROM THE BOTTOM OF SIGN HEADING TAPER AT L"T L 10. WHERE CONSTRUCTION PHASING IS NOT SHOWN ON PLANS,OR IF PROPOSED TELEPHONE FACILITIES
TO THE ASIDEWALK.
q CONTRACTOR WANTS TO ALTER THE PHASING SHOWN,CONTRACTOR IS TO
SHIFTING TAF15R AT LEAST 0.�
S BMIT PHASING PLAN WITH A PROPOSED CONSTRUCTION SCHEDULE TO
jol TRAFFIC ENGINEERING PRIOR TO CONSTRUCTION ON RIGHT OF WAY OF
AT LEAST&33L
SHOMDEA TAPER CITY OF JACKSONVILLE
CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING DIVISION (209-0119)A
ONE LANC.TWO WAY THAPFIC TAPER FT.MAXI� MINIMUM OF 5 WORKING DAYS PRIOR TO IMPLEMENTATION OF THE M.O.T.
h OCINNSTREAH T�A OW FT PER LANE
FDA L ARE AS FOLLOWS 12. TRAFFIC SIGNAL VEHICLE LOOPS SHALL BE RESTORED TO PROPER OPERATION
WITHIN 36 HOURS OF BEING DESTROYED OR DAMAGED.CONTACT LIZ 297 AQUATIC DR
CONDITIONS
FDA SPEED LIMITS OF 40 HIPH OR LESS FDA Gi LNITS OF 4a PIPH W GREATER IN HA AT 209-0115 A MINIMUM OF 48 HOURS PRIOR TO WORKING NEAR
TPA M I
WHERE ANY VEHICLE,EGUIPMENT L-WS 2 A NAL ZED INTERSECTION.
WORKERS OR THEIR ACTIVITIES
t Exchange:
ENCR ACH ON THE SIDEWALK FOR
T
A PEROICO OF MORE THAN 60 MINUTES
WHERE,L-TAPER LEROTH IN FEET
WIDTH
IF OFFSET IN FECY JACKSONVILLE BEACH
9 POSTED SPEED LIMIT
V,
t esigner.
Landon,Ed,Q
Phone:
904-350-4172
',>-ii NI MTRAVELLANE
t
Authorization-
73E6819ON
f Dwg. 4 of 6
JilZIZOUb V�ti,H AIA
V
t
V
2.EXCAVATE A 4"X4*TRENCH NA
r,ww' 2.STAPL JARE FENCING TO LIP9LOPC ALONG THE L ME OF
THE P TS 1.SET THE STAKES, �TAKES.
i. SE PO T3 AND EXCAVATE A 4'.0
7 N
R'E CHSUPSLOPE ALONG TH9 LINE
OF POSTS
ELEVATION SECTION
TYPE I I I SILT FENCE
St,hed old Eltrem-d!
Stra,Role
—1.,4'.1
11,A
a; 41 W,
4 FLOW
4.13ACKFILL AND COMPACT THE
E CAVATED 501L.
4 P,ev,mt Plp;ng
4. BACK ILL AND COMPACT THE
EXC 3.STAPLE FILTER IOATERIAL TO
AF EXTEND IT INTO
SECTION VATED SOIL. S.di—t L.d.l
STAKESAND
ELEVATION
THE TRENCH. Filt—d R.-If
j
3. THTETACH THFE FILTER FABRICTO
RE NCE AND EXTEND IT
INTO THE TRENCH. it
it TYPE IV SILT FENCE
�T
'111 lit— lit Ill
it
CONSTRUCTION OF A FILTER BARRIER
E 7 NSI I MTO OTFEFARSENICHMO
T,
WIREE
i -SE CTION OF A
CROSS
_Ow PROPERLY INSTALLED STRAW BALE
PLAN
SILT FENCE APPLICATIONS
FILTER FABRIC
A
1111 F- A
ij,
d
ELEVATION
T-11 'It'
PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE
FILAIIE CITY OF N.T.S. PLATE D-910
ILTER BARRIER
-900 CONSTRUCTIO 0 E 1 1111 CITY OF 909
SILT CITY OF
FENCE
FOR JACKSON ILLE 08/ 191-1 JACKSONVIL E STAKE HAY
TYPE IV NSTRUCTI ON DE TAIL DATE DRAWN 08105/93 JACKSONVII
0,ATl DRAWN A-9-93
SILT FE ES REVISED DATE 5-12-94 -12 4 BA
STANL)l STAND REVISED DATE 5 E D&T. 1-1�gl�
ED DATE 5_12_9�
'7ANDAR
�j
J 1h
3
RAW BALE$.
J 2.PLACE AND STAKE�T
1. EXCAVATE THE TRENCH.
SEDIMENT AND EROSION CONTROL NOTES:
1=14, 1 CAUTION: ALL UTILITY LOCATION ARE APPROXIMATE AN M
PLAN
U
LOCATED PRI 0111 CONSTR CTION.
BALE
j C
WIDTH I A
2 EGE AT ON LE RI NG WILL BE KEPT TO THE ABSOLUTE MI NI MUM
�C' R F
T
N ESSA Y OR CONSTRUCTION.
ELEVATION FLOW
4. BACKFILL AND COWACT THE
4 E C 3. MATERI AL RESULTI NG FROM EXCAVATI ON WI LL NOT BE PLACED I N
X AVAIED SOIL,
3. WED E LOOSE STRAW KIWEEN SUCH A MANNER THATI TI S 01 SPURSEDBY CURRENT OR OTHER FORCES.
j BALE$.
BARRIER FOR PAVED DITCH S
THE MATERIAL SHOULD BE COLLECTED AND CONTAINED AT ONE I TE AS
APPROPRIATE.
51
LL BE PLACED ON
tj nA BellSouth
4. HEAVY EQUIPMENT WORKING IN WETLANDS W
MATS OR LOW GROUND PRESSURE EQUIPMENT
USED DURING CONSTRUCTION
TO LIMIT SOIL DISTURBANCE TO THE MINIMUM AREA REQUIRED TO 4=r Telecommuntcattons
7'. INSTALL THE UTILITY.
PROPOSED TELEPHONE FACILITIES
5. NO STAGING AREAS OR TEMPORARY ACCESS ROADS WILL BE PLACED
IN WETLANDS ON RIGHT OF WAY
PLAN PLAN
G. APPROPRIATE CITY OF JACKSONVILLE
�v SILTATION AND EROSION CONTROL WILL BE USED AND
MAINTAINED IN EFFECTIVE qPERATING CONDITION DURING CONSTRUCTION,
I AND ALL EXPOSED SOI�AND FI LLS WI LL BE PERMANENTLY STABI LI ZED AT
THE EARLIEST PRACTI AbL"t-UPIE.
CONSTRUCTION OF A HAY BALE BARRIER.
297 AQUATIC
ENT CONTROL FENCE(SILT FENCE) SHOULD BE INSTALLED AND
7. SEDI M
MAINTAINED FOR THE DURATION OF THE CONSTRUCTION. SILT FENCE WILL
ELEVA]ON ELEVATION D ALONG AND WITHIN THE RIGHT-OF-WAY LINE(12 FT. AWAY
BE INSTALLE
V TV11 It- -OF-WAY), IF A BODY OF WATER ORPOTENTI L
FROM THE EDGE OF THE RIGHT A
A Exchange:
WETLAND IS LOCATED WITHIN 60 FT. FROM THE EDGE OF THE RIGHT-OF-WAY.
TYPE I I TYPE_'I
ANY OTHER SITUATIONS WILL BE APPROVED BY ENGINEER.
BARRIER FOR UNPAVED DITCHES
JASICKSONVILLE BEACH
i a EN CONSTRUCTING IN WETLANDS, THE TOP 6 TO 12 INCHES OF THE
Designer:
TkN'CH WILL BE BACK FILLED WITH TOP SOIL FROM THE TRENCH.
j
Landon,Ed,Q
9. EXCESS MATERIAL WILL BE REMOVED FROM THE WETLAND AND
POINTS A SHOULD BE HIGHER THAN POINT 8 PLACE ON UPLAND AREAS I MMEDI ATELY UPON COMPLETI ON OF CONSTRUCTI ON.
hone:
STREAM BANKSWILL BE RESTORED TO THEI R
PROPER PLACEMENT OF MAY BALE BARRIER IN DRAINAGE WAY 10. EXPOSED SLOPES OF
904-350-4172
TELY UPON COMPLETI ON
ORIGINAL CONTOURS AND STABILIZED IKEDIA
OF CONSTRUCTION. uthorization:
N.T.S. JILAII .-'I
PLATE "12 HAY SALE BARRIEI CITY OF
HAY $ALE BARR] 'TY JACKSONVILL 05/93
DATE ORA 09
DATE RA
F'TY GO 73E6819ON
TYPE 1 11 JACKSO,l���11� ' " "9/" 1 CONSTRUCTION DETA i THE AFFECTED AREAS RETURNED TO THEIR PRE-EXISTING ELEVATION.
K 0 VT .
_�SCTAM �RIE ATI 5-1-4 STANDARO REVISED DATE 5
E J S DARL) ANY TEMPORARY FILL MUST BE REMOVED IN THEIR ENTIRETY AND
5 of 6
Dwg.
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A
NA
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131
AXISTING TREE TO
if
BE PRESERVED
/BARRICADE TO FOLLOW
TREE DRIPLINE
fli
T
4
A
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M
DO NOT STORE MATERIALS
% 1 IN THIS AREA
#5 REBAR
t
POST (TYP)
4' SAFETY
ORANGE
COPOLYMER
BARRIER FENCING
N",
BellSouth
WITH WIRE TIES
UNDISTURBED
EXISTING GRADE\ TO POST @
Telecommunloatfons
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PROPOSED TELEPHONE FACILITIES
CITY OF JACKSONVILLE
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Tree Protection Barricade- 297 AQUATIC DR
The temporary barrier shall be at least three feet high.
Shall be placed at least six feet away from the base
Exchange-
of any tree. Shall include at least f if ty percent of the area
JASCKSONVILLE BEACH
under the dripline of any protected tree or trees.
Designer:
The barrier shall consist of either a wood fence or with
2x4 posts placed a maximum of eight f eet apart with a Landon,Ed,Q
2x4 minimum top rail, or a temporary wire mesh fence, or Phone:
other similar barrier which wil limit access to the protected
904-350-4172
tree area. And shall comply with the guidelines in the tree
Authorization-
protection guidelines in the tree protection guide for
�4
developers and builders by the Florida Division of Forestry. 73EG819ON
6 of
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3/12/2UU6 /:Ib�:31 AM