1840 MEALY ST - ATT DRAWINGS LOCATION MAP
DUTTON ISLAND RD W
PERMIT NOTES:
AT7T
ATtT PROPOSES TO PLACE THE FOLLOV41NG TELEPHONE STEWART ST HH
FACILITIES:
U)
(o23' OF FIBER OPTIC TELE. CABLE (BURIED ENVIRONMENT)
F--
U) MEALY DR
130" X 48 HANDHOLE z
Di
7 BORES
PRIMARY METHOD OF PLACEMENT
V41LL BE MECHANICALLY PLACED,
UNLESS NOTED OTPER�NISE. 1840
CONTACT INFORMATION FOR THE AT4T BUILD SUPERVISOR:
JIM MAUCH q04-733-8011
SERGIO MARTINEZ
ATLANTIC BLVD CELL 904-614-6287
CONTACT INFORMATION FOR THE ATtT FACILITIES INSTALLER (CON RACTOR)
DANELLA CONSTRUCTION CORP. OF FLORIDA, ING MVS-YNERGETIC
JAY FELTON (c`104) 2(oq-0361 (office) 102 CAMB UDGE BE NAY DR CHARLOTTE NG 28273
SYMBOL LEGEND
NOTE TO PERMITTING AGENCY: pfqmw Exlsflrq Description UCS: MANAGER
THE BELOV4 INFORMATION 15 T14E ORIGINAL DRAFT PERSON AERIAL CABLE MIKE WALTERS
NHO HAS DETAILED FIELD KNONLEDGE OF THE PROPOSED -B- -8- BURIED CABLE CELL. 904-330-3801
NORK TO BE PERFORMED ON THIS PERMIT REQUEST, AND -13j- -8J- OUR JOINT-TRENCH UCS DESIGNER:
S14OULD BE THE FIRST POINT OF CONTACT NITH QUESTIONS "i DAN LANDON
REGUARDING THESE FIELD CONDITIONS AND/OR CORRECTIONS 0 BST POLE OFC: 904-330-3810
TO THIS PERMIT REQUEST. POWER POLE
ANCHOR&GUY
ATTSE
MAINTENANCE OF TRAFFIC PB PB PUSH BRACE
991S-�YNERGETIC ENCLOSURE PROPOSED TELEPHONE FACILITIES
3
2102 CAMBRIDGE BELTWAY DR CHARL017E NC 282T NORKERS V41LL UTILIZE M.O.T. CASE #3 F-� ENCLOSURE ON RIGHT OF WAY OF
FOR THE PROPOSED V40RK SHOIAN MAWOLE CITY OF ALT BCH
THROUGHOUT THESE DRANINGS. I PIPE/CONDUIT
UC SYNERGETIC rA-MER CA-MKR. CABLE MARKER 1840 MEALY ST S
2102 CAMBRIDGE BELTWAY DR AERIAL SVC WIRE
SEE DRANING. 4 Exchange;
CHARLOTTE, NC 28273 -B B- BURIED SVC WRE 904241
FOR THE M.OT. REFERRENCES —ej—. BJ— JOINT-TRENCH SVC Designer:
m(irtinez.Sergio
UCS DESIGNER-. —————- N/A BORE Plhone�
N/A CUT PAVEMENT
MARK HERREN F— — 904-727-1552
904- 330- 3804 '_=' - N/A SPLICING PIT Authorization:
200'@(M N/A TRENCH LENGOEPTH 63EG8155N
Dwg. of
2/15/2015 8:01:42 AM
FOEXI STI NG NO OTHER UTI Ll TI ES VI SI BILE I IN FI ELD
A
AT&T BURIED
C A
ABLE <)
X 1 —4, TYPICAL DRIVEWAY
QEXISTING
6 T 9
'T m Bore Detail-NO DralnGue Ditch Involved
AT&T BURIED
CABLE
@EXISTING \TO Lu
AT&T HANOHOLE 0
STEWART ST <�ol 24"min. 36' 24'm1n,
3 mIn.
4 EXISTING 2
AT&T BURIED T'1�0
CABLE 4' ARIES 4'
@EXISTING min. mIn.
AT&T BURIED TYPI CAL DRI VEWAY A'
CABLE
@EXISTING 1885
AT&T BURIED 0+2G TREE
CABLE 0
00+30-
OPROPOSED G19 FT OF 24 co�m
CON
STRAND FIBER OPTIC CABLE D/W TYPICAL DRIVEWAY
TO BE BURIED AT 24 - DEPTH 00+55 Bore Detail-NO Drainage DItch Involved
00+59—
CL
Q)
15, LIJ
I A--
ROOT
PROPOSED 33' AT&T DRIVEWAY 20' 24"mln. 48" S 24"mln.
BORE AND PLACEMENT OF 20PVC mIn.
CONDUIT
Q 36- MIN DEPTH
SEE TYPICAL DRIVEWAY 50, J
BORE ' A' THI DWG ---VARIES �i� PY
-3 FT DITCH ml.n. DRI VE WAY / TREE BORE mIn.
01 +06 BORE DETAIL ' B'
PROPOSED 50' AT&T DRIVEWAY 01 +10-
BORE AND PLACEMENT OF 2' PVC comm.
CONOUI - 48- MIN DEPTH
SEE BORE DETAIL ' B' 01 +31-- CON D/W LOOKI NG EAST
THIS OWG
BORE DETAIL: MEALY DR MAX.REAMER SIZE: 3'
--UNKNOWN
TREE SETBACK DISTANCE- SETBACK DISTANCE:
01 +56---� L: 5- -------- 4'
CROSS SECT10i
LOOKING NORTf
uj 1 3 FT DITCH
51'-
4' 4'
DI TCH
0 BORE DETAIL C'
02+00 -R/W
24"m1n.
02+05- EDP ATTSE
MEALY DR C/L
C
C
y
j PROPOSED 60' AT&T ROAD BORE
201- 02+56 —EDP BORE AND PLACEMENT OF 2' PVC PROPOSED TELEPHONE FACILITIES
I I I CONDUIT o 36' MIN DEPTH
0 5 j -A ON RIGHT OF WAY OF
P OPOSED 02+60 SEE ROAD BORE DETAIL ' C' CITY OF ALT BCH
CABLE I
�� & F--R/W THIS DRAWING
1840 MEALY ST S
03+09-
CE
03+13- Exchange:
PF OPOSED 30' AT&T DRI VEWAY T Comm 904241
BORE AND PLACEMENT OF 2' PVC CON D/W 1887
CONDUIT a 36' MIN DEPTH 03+35--1----;; Designer;
SEE TYPICAL DRIVEWAY Mortinez,Sergio
BCRE ' A' THIS DWG 03+39-
Phone2
904-727-1552
Authorization:
See Dwq 03 63E68155N
'I IDIZU'lb d:UI:42 AM Dwg. 2 of 4
F@PROPOSEO 619 FT OF 24 See Dwg 02
S D D 6 9 op f @PROPOSED 4 FT OF
STRAND FIBER OPTIC CABLE ril (L) ril
TO BE BURIED AT 24 - DEPTH 0 ", 0 24 STRAND FIBER OPTIC
N, -0 r U CABLE TO BE BURIED AT 24' DEPTH
FROM PROPOSED HH TO PWR POLE
TYPICAL DRIVEWAY TO 50,
Bore DetGll-NO Dralnoge Dit-ch Involved MEALY DR 15' 15'
20'
CL-
Q)
LQ 2 1 , 25'
24"min, 361, 4/
24"mln.
min.
7`�B GROSS
41'� ARIE
r 4' 7
min. min. GRASS -j
TYPICAL DRIVEWAY ' A' -a
LU
PROPOSED 25' AT&T DRIVEWAY
,,-'BORE AND PLACEMENT OF 2' PVC
25' 04+82 CONDUIT c 36' MIN DEPTH
@PROPOSED ' 04+86 SEE TYPI CAL DRIVEWAY
30' X48' 5/ EOP BORE ' A' THI S DWG
HANDHOLE EOP —EDP
COMM
ASPH D/W
75' 05+03 EDP
05+07
a-
C)
CONC LU
0 COMM D/W JEA GRASS
POLE 12'
00
U U
9
40 (!�)
ca CID
�0 4o 131? PROPOSED 11 ' AT&T DRIVEWAY
-------- BORE AND PLACEMENT OF 2' PVC
EDP— -EDP x CONDUI T v 36' MIN DEPTH
5+66 SEE TYPI CAL DRI VEWAY
BORE ' A' THI S OWG
"06' 9
GRASS 1\1 GROSS 010
70 8 *—Q�
cj 05+73
EDP
4' PROPOSED 31 ' AT&T DRIVEWAY
CATV BORE AND PLACEMENT OF 2' PVC
PARKING LOT CONDUIT a 36' MIN DEPTH
(s, PED SEE TYPICAL DRI VEWAY
BORE ' A' THIS DWG
CABLE RISES
UP PWR POLE A T TSE
CROSS SECTION PROPOSED TELEPHONE FACILITIES
LOOKING NORTH ON RIGHT OF WAY OF
d- OP EAST CITY OF ALT BCH
0 "N
LLJ
1840 MEALY ST S
Exchange: 904241
1840 LU 2 24 1 min. Designer:
Mcrtinez,Sergio
TPhone:
904-727-1552
��ARIE:5— Authorization:
P COPOSED 63E68155N
CABLE
/lb/2015 8:01:42 A Dwg. 3 of 4
Shoulder Work Shoulder Work With Minor Encroachment Lane Closure on a Two—Lone Road
CITY PERMIT (2'--15' From the Edge of Pavement) (Within 2' of the Edge of Pavement) (Two Flogger Operation)
(Maintairing two—way traffic in two travel lanes) LEGEND
MOT CASES @> D.�..
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MID—BLOCK SIDEWALK CLOSURE <8> CASE 25 MOT SHALL..LY BE IMPLEMENTED
1ILE CONTRAC OR PERSONNEL ARE
PRESENT. DURING OFF HOURS THIS MOT
CAS E 2 M .0.T. SHOULD BE REMOVED AND TWO LANES OF
CASE I M .0.T. CAS E 3 M .0.T. TRAFFIC RESTORED.
EDGE OF TRAFFIC WAY
Work in Travel Lane or a Minor Urban Street
DID (Maintaining Two—Way Traffic)
MEDIAN MBDIAN
MINIMUM TRAVEL LANE
BID GDGEOFTRAFFICWAY
BID m/n/ /
D L
aM3 ql\e* ETHIRTYPE ORTYPERAINCEMEM
M����DRUMATW��Fl�M
THEREAFT-ATI
PANEDIORDRUNIS—EWED IR.E.U.-P.—
Iva INUPT02SM—POR—H-70
MINMUM 11' WIDTH IOR EACH TEMPORARY Lane Closure in Advance an Intersection
IN of
LANE. IF 11' CANNC T BE MAINTAINED, A
CASE 3 MOT MUST EE USED. —<S> (Work Area on the Through Road) CAS E 6 M .0.T.
<8>
CAS E 4 M .0.T. MAINTENANCE OF TRAFFIC REQUIREMENT
SIGN SPACING
DISTANCE BETWEEN SIGNS- ANY MODIFI ATI NS 0 TH
— SUBMITTED TO THE CITY F JACKSONVILLE, TRAFFIC ENGINEERING DIVISION
I . — FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION.
URBAN(I..-d) 100 2. PROJ ECT WORK HOURS AREBBETWEEN 7:00 AM TO 7:00 PM ON
RESIDENTIAL STREETS, AND :00 AM TO 4:00 PM ON COLLECTOR OR
1UNBAN(high�Pd) 350 ... ARTERIAL STREETS.
RU- Mo SOD D.. -1- CONTRACTOR .1ST AINTAN EXISTING SIGNING. IF SIGNS ARE DAMAGED
DUE TO HIS ACTIVTY, THE CONTRACTOR IS REQUIRED TO REPLACE THEM IN
E.py/F,y 1000 I.B0. z- ACCORDANCE WITH'CURRENT CITY STANDARD SPECIFICATIONS IMMEDIATELY.
ALL ROAD CROSSINGS SHALL BE DONE IN 4. THIRTY FOOT RADII ARE REQUIRED AT ALL INTERSECTIONS WHERE THE
%GPEEB CORY TO BE GETS INED BY HIGHT-MEENOf ONE DAY. CROSS STREETS ARE TO BE ROADWAY IS REBUILT.
SH EISTAN.ES ME SHOWN�INRI�SET.THE GO UMN HEABING A.0 D C ME THE OWENSIONS RESTORED TO TWO LANES OF TRAFFIC 5. ACCESS TO ALL STREETS AND DRIVEWAYS TO BE MAINTAINED AT ALL TIMES.
OWN IN HWRES GH-1 UGH CH-46 OF THE MANWL OF UNFORM TRAFFIC CONTROL BNEES
GENERAL NOTES TUTC11.TIE A 11 BHE DISTANCE IRB.THE TRANSITION OR MINT OF RESTRINTION TO THE FIRST DURING NON-WORKING HOURS, ARE DISTURBED AND HAVE TO BE REPLACED, HANDICAP
SIGN HE._DIGHIN IS THE DISTANCE BETWE N THE FIRST MO SECOND SIGNS.THE C DIMENSION IS 6. IF SIDEWALKS
THE DISTANCE BOMEN THE SI COND AND THIND SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN THE THREE-SIGN RAMPS ARE TO BE INSTALLED.
1 ONLY THE SIGNS CONTROLLING PEDESTRIAN FLOWS ARE SHOWN- SERIES ENCOUNTBRE BY A DR-APPROXHING A T"-TRAHIC B.-L IBM - 7. THE CONTRACTOR SHALL CONFINE HIS ACTIVE WORK AREA TO NO MORE
OTHER WORK ZONE SIGNS WILL BE NEEDED TO CONTROL TRAFFIC ROM:UGNGRUDINAI.DIMENSION;ME TO BE AWUSTB)TO RT HEW OBICORIONS.SEE FSOT INDEX MD.600 CAS E 5 M .0.T. THAN ONE BLOCK AT A TIME.
ON STREETS. 8. THE ROADWAY SHALL BE RESTORED TO AT LEAST A LIMEROCK SURFACE A T TSE
2. TEMPORARY WALKWAYS SHALL BE A MINIMUM OF 4' WIDE AND KEPT BEFORE IT IS REOPENED TO TRAFFIC, AND BEFORE THE CONTRACTOR
FREE OF ANY OBSTRUCTIONS AND HAZARDS SUCH AS HOLES. DEBRIS, MOVES ON TO THE NEXT CONSTRUCTION ZONE.
MUD' CONSTRUCTION EQUIPMENT, STORED MATERIALS AND ETC. 9. D PROPOSED TELEPHONE FACILITIES
( FOR DETAI LS SEE INDEX 600) TAPER LENGTH CRITERIA SUST CONTROL MEASURES SHALL BE IMPLEMENTED ON ALL UNPAVED
3' POST MOUNTED SIGNS LOCATED NEAR OR ADJACENT TO A SIDEWALK TYPE OF TAPER TAPER LENGTH(L)- URFACES UNTIL PAVED. ON RIGHT OF WAY OF
SHALL HAVE:A 7' MINIMUM CLEARANCE FROM THE BOTTOM OF SIGN ....... 10. WHERE CONSTRUCTION PHASING IS NOT SHOWN ON PLANS, OR IF
TO THE SIDEWALK. MERGING TAPER AT LEAST L CONTRACTOR WANTS TO ALTER THE PHASING SHOWN. CONTRACTOR IS TO
SU T PHASING PLAN WITH A PROPOSED CONSTRUCTION SCHEDULE TO CITY OF ALT BCH
4. THE CITY OF JACKSONVILLE BMIIC ENGINEERING PRIOR TO CONSTRUCTION
SHI-C TAPER AT LEAST O.SL TRAFF
PROHIBITS MID BLOCK GROS ING OF SHOUMER TAPER AT LEAST-OL
WHEN AN ALTERNATIVE ROUTE IS NOT FEASIBLE,
PEDESTRIANS. 11, CONTRACTOR SHAL.L NOTIFY TRAFFIC ENGINEERING DIVISION (387-8861) A
TRACTOR SHALL PROVIDE AN ADA COMPLIANT PEDESTRIAN PATHWAY ME LANE.TWO WAY TRAF IC TAPER AXI.DM M
THROUGH THE WORK ZONE WHEN SIDEWALK IS CLOSED. INIMUM OF 5 WORKING DAYS PRIOR TO IMPLEMENTATION OF THE M.O.T.
CON
-WNSTNEAM IMER 1.FT PER�E 1840 MEALY ST S
1 2� TRAFF71C SIGNAL VEHICLE LOOPS SHALL BE RESTORED TO PROPER OPERATION
CONDITIONS 'FOR ULAS FOR L ME 0 FO-WG WITHIN 36 HOURS OF BEING DESTROYED OR DAMAGED- CONTACT TERRY
FOR SPEED UMITS OF 40 MPH OR U- FOR SPEED UMITS OF 45 MPH OR GREATER SANDEEN AT 357-8971 OR MASON BOYD AT 387-5967 A MINIMUM OF
WHERE ANY VEHICLE, EQUIPMENT 45 HOURS PRIOR TO WORKING NEAR A SIGNALIZED INTERSECTION.
WORKERS OR THEIR AC VITIES Exchange:
TI 904241
ENCROACH ON THE SIDEWAL FOR Do
A PERIOD OF MORE THAN 60 MINUTES
WHERE:L TAPER UEN.1 I IN FEET
IN WIDTH 0 _U IN FEET Oeslgner�
R POSTED. FEE I LIMIT Phone: Martinez,Serglo
904-727-1552
Authorizotion�
(63E68155N
2/15/2016 8:01:42 AM Dwg. 4 of 4