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NORTH TO JACKSONVILLE � �
<br /> 1 U . G . 12 " FORCE SEWLR MAIN ---_� SOUTH TO MIAMI
<br /> , i U . G. WATER LINA VAI_ VF
<br /> OLD DIXIE HIGHWAY \ „ �- i � i
<br /> I , y � l OLD DIXIE HIGHWAY
<br /> 4' PAVED SHOULDER \ " ' r _ _ _ _ _ _ _ p _ _ NOTE, LENGTH OF
<br /> - - - - -
<br /> -_ - - _ _ _ ._ _ - _ _ _ - _ _ _ . _ - _ _ - _ - - - - ._- - PEDESTRIAN
<br /> SCISSOR
<br /> _ _ rl _ -- - - � - - GATE 1 22 ROADWAY
<br /> .. - - _ . - - - - - -- - - - _ - - - -- - - UG . 16" FORCE f vER MAIN r - _ ._ r
<br />. _ _ w/G
<br /> �!
<br /> - - A T #2 60 ROADWAY BRIDGE
<br /> U . G- 16 ' SFAIN � � , VALVE ; i r r GATE 2 30' ROADWAY
<br /> FORCE MAIN \
<br /> �abF' W ; � GATE #3 22' ROADWAY
<br /> _ . . _ . . _ . _ _ . _ ; 6 6 . _ . _ _ _ _ _ _ _ . _ _ . . _ _ _ _ _ GATE #4
<br /> 29' ROADWAY
<br /> FEC R . O. W. MAIN NEW METER T' _ r
<br /> r „ � _i . . . . . _ . _ . _ . . . _ _ _ . . _ . . _ . . - . . _ GATE 5 10'
<br /> (PEDESTRIAN)
<br /> r ! HOUSE S RVIC „ FEC R. O. W.
<br /> GATE #6 11 ' (PEDESTRIAN)
<br /> INSTALL NEW STANDARD r P� ' �_ NENSF
<br /> SO. 7 ' TYPE III , CLASS III F,�
<br /> INSTALL NEW STANDARD MEDIAN WARNING
<br /> TYPE IV CLASS III , / DEVICE AS SHOWN . r � � INSTA NEW STANDARD
<br /> ROADWAY WARNING LL
<br /> DEVICES AS SHOWN . NF , � ICENS _ o TYPE III CLASS III
<br /> Z rUNE j PEDESTRIAN WARNING
<br /> DEVICE AS SHOWN .
<br /> " 4. >5 • r Rqq SED 2 ! , o
<br /> I' , GATE #1 / i ME IAN i GA SE v
<br /> ao GA TE n U i re
<br /> r7 #6
<br /> , 4. 75' II �� Q INSTALL NEW 146 . 25 LF CROSSING SURFACE.
<br /> BY OTHERS: „ r` : ( 18 PANELS ® 8. 125' EACH = 146 . 25')
<br /> PROPOSED CURB DROP AND PAVED ' o? � r "�
<br /> DRIVEWAY APRON FOR RR ACCESS. ini -3' ,
<br /> r
<br /> - - - - - MAINLINE !- - - - - - 27. 3' r r 108' rIt , 11 - - } - _ _ - - - - - - - -
<br /> - - - - - - - - MAINLINE - - - - - - . _ .
<br /> f. 1 , . <i9 IF i r
<br /> U fHFk ,j , i -i ; i 1 EXISTING UG. FIBER OPTIC
<br /> r r
<br /> GA LINE
<br /> T A � r LINE WILL CONFLICT WITH NEW
<br /> RR ACCESS DRIVEWAY (GRAVEL) EOTGP ACEEMENT
<br /> 0t� GARELOCATION WILL BEREQUIREb
<br /> .
<br /> #4
<br /> . \ - . sr�nttiwm - �+aa.+ �- ..s �A,.rwa e+ rsnra . , ., • a .4 . . : ,lp zl1 . ,.+ .,y,.. . . w ,mC �p.a..
<br /> . : u: :< . ra +•a,^ ..,.. :.. rl r
<br /> o „F— I C 16 RS > M C 4. 55 NEW�4
<br /> hORCE SFWFR MAIN r � � � � � 4, 5 • ' 6 >
<br /> ' k INSTA NEW STANDARD 'X4'
<br /> INSTALL NEW STANDARD r TY IV, CLASS III i r
<br /> TYPE III CLASS III
<br /> PED€SYRIAN WARNING ' IV,
<br /> WARNING S SECONDARY
<br /> D r DEVI ES AS SHOWN . , r X80 ' 'ROUSE
<br /> E ICE AS SHOWN . r ,
<br /> LICENSE r y 205 • it ' I i 4. >5 • r Sp �!�
<br /> FEC R . O. W. LINE ��, 3 , WATER VALV „ r 1 '�— LINEE
<br /> ROAD
<br /> W . _ .65 ; _ 1 _ _ . . _ . . _ .. _ _ . . _ . . _ . . � . _ . . _ . _ . . _ . . - . _ _ - . . _ . . _ _ _
<br />_ � 25 ' - _ - - . . _ . _ . _ . _ . . _ . V_ . . _ . . _ _ _ _ . . F - R. O. W.
<br /> _ _ _ _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . _
<br /> AD I•yAY O AAR 53RD S I ; ! r INSTALL NEW STANDDARD TYPE IV,
<br /> >g ' R. O 1y 127 # NfW CR0 7' , ; i a i CLASS VICESS AS SHOWN NTNG
<br /> 0 3, 5 • �SSI/VG '6' SIDEWALK
<br /> DRAINAGE DITCH - - - - - - .. _ . _ _ - - - - - - - - - - - - - 704 ' - < . r- - -� _ i
<br /> ---- -_- _----- . _ _ _ .. _-----.. . _. .- -----
<br /> , r - - - - ... _ . - - - - - - - - - - - - - - -U . G. 36RCP - - - - - - - - o -- -
<br />- -
<br /> _ ___ - - - - - .. .
<br /> T � 2& ' _- - r . - - - ; ; - - - - - - _ - - - _ - - - r .� BY 0 FIRS
<br /> DRAINAGE DITCH
<br /> 4 H
<br /> % , `O MEpSED ' „ 0 5j • r - _ _- NOTE - U G 36m CP DRAINAGE
<br /> BY ooTNE S: o AAr �� 13. 5 • r �u SHOWN RELOCATED. TO
<br /> rr NOTE - U. G. 36' RCP DRAINAGE F0 4 � AVOID INTERFERENCE WITH RR
<br /> SHOWN RELOCATED. TO U . G. WATER LINE iir 72' Q ! WARNING DEVICE PLACEMENT.
<br /> AVOID INTERFERENCE WITH RR , i i U . G. 36 " RCP
<br /> i i ! WARNING DEVICE PLACEMENT. �' � " 12 ' E ROADWAY
<br /> 765 , R . O. W. cr FLORIDA EAST COAST RAILWAY CO .
<br /> ROADWAY DESIGN NOTES . rc OFFICE OF MANAGER - ENGINEERING SERVICES JACKSONVILLE
<br /> i TAON , FER0CEITHERRTARNED NT ( TDOREOCAIPLCETOSNENNLDRANGOVIDITTERENWINEW WEST
<br /> IIACEME . SUGGESELTIIONAMENHOWOTHISWI ) .
<br /> GRADE CROSSING IMPROVEMENTS
<br /> NOTE 1 : CURB & GUTTER , SIDEWALK OR ANY OTHER MASONRY CONSTRUCTION SHALL NOT BE CONSTRUCTED WITHIN 12' OF C/L OF
<br />53RD STREET 223 + 4730 '
<br /> TRACK AS MEASURED PERPENDICULAR TO THE TRACK.
<br /> NOTE. 2: ROADWAY AUTHORITY WILL BE RESPONSIBLE TO TRIM/CLEAR ALL VEGETATION WITHIN FEC R. O. W. LIMITS TO MAXIMUM VERO
<br /> BEACH , FLORIDA
<br /> 2' HEIGHT FOR A MINIMUM DISTANCE OF 325' FROM EDGE OF ROADWAY ALONG TRACK IN EACH DIRECTION FROM THE CROSSING.
<br /> NOTE 3: THE ROADWAY AUTHORITY, OR DESIGNATED CONTRACTOR, SHALL NOT PREFORM TEMPORARY LANE CLOSURES, LANE SHIFTS, DRAWN
<br /> BY PMB M P LOC 223 + 4730' SCALE 1 " - 20 '
<br /> OR DETOURS WITHIN THE FLORIDA EAST COAST RAILWAY RIGHT- OF- WAY WITHOUT AUTHORIZATION FROM THE RAILWAY' S SIGNAL TJF
<br /> 08 /29 /06
<br /> DEPARTMENT PERSONNEL. YOU MUST CONTACT SKIP PROPST, DIRECTOR OF SIGNAL CONSTRUCTION , FLORIDA EAST COAST CHECKED BY
<br /> P T
<br /> FILE NO 223/39 /4730 IDWG NO 01 - E - 148
<br /> GXS0618186 GXS0821099
<br />
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