HomeMy WebLinkAbout2015 - Design of Civil Structural and Track ImporvementsALL ABOARD FLORIDA
LL
CONTRACT D08 PLANS
PR ElGIMIINAR Y 90% RE VIAE W 9 UBMIITTA L
FULL DESIGN OF CIVIL, STRUCTURAL AND TRACK IMPROVEMENT
ALONG THE NORTH - SOUTH CORRIDOR
FROM
SHARPES (MP 166.9) TO INDIAN RIVER/ST. LUCIE COUNTY LINE (MP
lei
0 20 40
INDEX OF CIVIL, STRUCTURAL & TRACK PLANS
d. �
SHEET NO. SHEET DESCRIPTION Miles _ � �� � _
BEGIN PROJECT
PART f MP 166.9�� STA. 8607+02.34
] KEY SHEET — e"°'� - CONSTRUCTION BASELINE=
STA 50+00.00
2 - 4 GENERAL NOTES ^�' . i *' PROP. FECR/AAF MAIN TRACK 1=
5 - 8 STANDARD ABBREVIATIONS ,��y`��-}1�y k STA. 10+00.00
" .._. PROP. FECR/AAF MAIN TRACK 2
9 STANDARD DETAILS ��� .. �+. =W,F-
10 - 78 TYPICAL SECTIONS s.; �' ++ .� F.•..y t`-
19 - 30 PROJECT LAYOUT
31 - 63 CURVE AND COORDINATE DATA
64 - 314 TRACK PLAN -PROFILES
ENO PROJECT
% `��•`: 2
33.4
STA. 12324+75.81CONSTRUCTION BASELINE=
'.; STA j.. 3555+33.09 PROP. 15+33.6 AAFMAIN T
STA. 3515+33.67
PROP. FECR/AAF MAIN T
PROJECT LENGTH 15 BASED ON 4 OF CONSTRUCTION
LENGTH
RAILWAY
BRIDGES - NOT IN CONTRACT
NET LENGTH OF PROJECT
EXCEPTIONS
GROSS LENGTH OF PROJECT
OF PROJECT
LINEAR FEET I
MILES
350,532.97
66.39
5889.42
344,643.55
65.27
350,532.97 I
66.39
PLANS PREPARED BY:
SJIS�[i1S ':
4500 SALISBURY ROAD, SUITE 440
JACKSONVILLE, FL. 322I6
CA# 7503
PHONE. (904) 145-6500
FAX: (904) 245-6510
NOTE: THE SCALE OF THESE PLANS MAY
HAVE CHANGED DUE TO REPRODUCTION.
RACK I= GENERAL NOTES
RACK 2 L EXISTING GROUND AND TOP OF RAIL
ELEVATIONS BASED ON MOBILE LIDAR AND
AERIAL LIDAR SURVEY PROVIDED BY HNTBIAAF.
NAD83 FLORIDA EAST HORIZONTAL DATUM
NAVD88 VERTICAL DATUM
US SURVEY FOOT
SHEET NO.
I
DATE
GENERAL NOTES:
1. EXISTING TRACKS. FACILITIES, POLES, STRUCTURES, AND ABOVE GROUND UTILITIES HAVE BEEN
PLOTTED FROM AERIAL AND MOBILE LIDAR SURVEYS PROVIDED BY HNTB/AAF.
UNDERGROUND UTILITIES SHOWN HAVE BEEN PLOTTED FROM A SUBSURFACE UTILITY ENGINEERING
REVIEW ALL EXISTING UTILITIES, KNOWN OR UNKNOWN, SHALL BE FIELD VERIFIED PRIOR
TO COMMENCEMENT OF CONSTRUCTION.
2. FORTY-EIGHT HOURS PRIOR TO DIGGING, THE CONTRACTOR SHALL CALL FLORIDA EAST COAST RAILWAY,
SUNSHINE STATE ONE CALL OF FLORIDA, TELEPHONE NUMBER 811, AND THE UTILITY OWNER, AND
REQUEST UTILITY LOCATIONS. AN FECR REPRESENTATIVE MUST BE PRESENT WHEN UTILITY COMPANIES
LOCATE THEIR FACILITIES.
3. RIGHT-OF-WAY INFORMATION SHOWN IS BASED ON FECR VALUATION MAPS AND LIDAR DATA AERIAL
SURVEY PROVIDED BY HNTB/AAF, AUGUST 2013,
4. PRIOR TO REMOVAL OR DEMOLITION OF ANY SERVICES OR UTILITIES, TEMPORARY OR ALTERNATE
FACILITIES SHALL BE PROVIDED TO MAINTAIN ALL SERVICES IN OPERATION FOR FECR.
GENERAL NOTES (CONT.):
10, ROADWAY PROFILE DESIGN STANDARDS
MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE
FOR STREETS AND HIGHWAYS, MAY 2011.
FOOT PLANS PREPARATION MANUAL VOLUME 1 DESIGN CRITERIA
AND PROCESS JANUARY 2013, REVISED JULY 1, 2013)
GRADES. PPM TABLE 2.6.1 MAXIMUM GRADES
PPM TABLE 2.6.2 MAXIMUM CHANGE IN GRADE WITHOUT VERTICAL CURVES
VERTICAL PPM TABLE 2.8.5 MINIMUM LENGTHS OF CREST VERTICAL CURVES BASED ON
CURVES; STOPPING SIGHT DISTANCE
PPM TABLE 2.8.5 MINIMUM LENGTHS OF CREST VERTICAL CURVES BASED ON
STOPPING SIGHT DISTANCE
SHEET
NO.
2
5. EXISTING RAILROAD MILEPOSTS AND OTHER EX/STING MONUMENTS IN DANGER OF DESTRUCTION
(ROADWAY
WORK
AT GRADE CROSSINGS 6& DRAINAGE FACILITIES)
DURING CONSTRUCTION SHALL BE RELOCATED IN ACCORDANCE WITH FECR REQUIREMENTS
FOOT
SPECIFICATION NO.
DESCRIPTION
6. ALL EXISTING DRAINAGE STRUCTURES TO REMAIN UNLESS OTHERWISE NOTED ON THE PLANS,
I 110
CLEARING 6 GRUBBING
7. FOOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION (2013) WITH WORKBOOK
I 120
ll EXCAVATION & EMBANKMENT
UPDATES SHALL BE USED FOR GENERAL CIVIL WORK.
204
SUBBALLAST (GAB)
)
I 430
PIPE CULVERTS ,
B. NO UNDERGROUND EXCAVATION SHALL COMMENCE UNTIL THE DEPTH OF EXISTING UTILITIES AND
I 440
UNDERDRAIN
RAILROAD SIGNAL CABLES HAS BEEN DETERMINED. THE HORIZONTAL LOCATIONS OF
I 449
PRECAST CONCRETE DRAINAGE STRUCTURES
UTILITIES SHOWN IN PLANS HAS BEEN CONFIRMED BY A SUBSURFACE UTILITY ENGINEERING REVIEW.
I 460
I STRUCTURAL STEEL AND MISCELLANEOUS METALS
I 550
I TEMPORARY FENCING J
9. THE TRACK CONTRACTOR SHALL COORDINATE WITH THE TRACK SIGNAL CONTRACTORI.T.S FIBER DUCT
901
COURSE AGGREGATE
,
CONTRACTOR, RETAINING WALL CONTRACTOR, AND ROADWAY CONTRACTOR AND VERIFY CURRENT PLANS
I 901-1.4
I GRADATION OF AGGREGATE
FOR LOCATIONS AND WORK SCHEDULING,
I 902
FILTER AGGREGATE
I 981
GRASSING 6 SODDING MATERIALS
I 982
I FERTILIZER
983
I WATER FOR GRASSING
948
MISCELLANEOUS TYPES OF PIPE
REVISIONS
DESCRIPTION I DATE I DESCRIPTION -1
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ALL Aim B4ARQ FLORIDA
1
•
rmu'zs
ROAD NO.
COUNTY
FINANCIAL PROJECT 101
/� �T �J ,� ,T
IBELV'dll9L NOTES
ENL/NEER
i
OF RECORD.
FECR
D08
I
RE.
I
yx['/",
7/352014 833.J6 AN G.\FOOTSSZJA120069\Ta,l tra[z\GNNTROOI OGN
SHEET
NO.
2
TRACK NOTES:
1. GOVERNING STANDARDS AND RECOMMENDATIONS IN ORDER OF PRECEDENCE:
A. TRACK DESIGN CRITERIA FOR ALL ABOARD FLORIDA, VERSION I.I. NOVEMBER 13, 2013
B. FLORIDA EAST COAST RAILWAY ENGINEERING STANDARDS REFERENCE MANUAL. DECEMBER 7, 2011
C. AREMA MANUAL FOR RAILWAY, LATEST EDITION
D. AREMA PORTFOLIO OF TRACKWORK PLANS.
2. EXISTING GROUND AND TOP OF RAIL ELEVATIONS 35' TO EITHER SIDE OF THE EXISTING MAIN
TRACK ARE BASED ON A SUPPLEMENTAL MOBILE LIDAR SURVEY PROVIDED BY HNTB{AAF.
EXISTING GROUND AND TOP OF RAIL ELEVATIONS OUTSIDE THE 70' WIDE SWATH OF THE EXISTING
MAIN TRACK ARE BASED ON A FLI-MAP SURVEY PROVIDED BY HNTB/AAF. THE TWO SURVEYS WERE
MERGED VIA INSTRUCTIONS PROVIDED BY HNTB/AAF.
(NAD83 FLORIDA EAST HORIZONTAL DATUM, NAVD88 VERTICAL DATUM, US SURVEY FOOT)
3. GENERALLY, EXISTING MAINLINE TRACK WITHIN LIMITS OF THIS PROJECT CONSISTS OF CONCRETE
TIES WITH TIMBER TIES AT TURNOUTS, GRADE CROSSINGS AND BETWEEN INSULATED JOINTS.
4. ALL NEW MAINLINE TRACKS AND ADJACENT SIDING TRACKS SHALL CONSIST OF CONCRETE TIES AND
CONFORM TO FEC STANDARD ES6003.0, TIES SHALL BE EVENLY SPACED ON 14" CENTERS. PROPOSED
YARD TRACKS WILL BE ON 8'-6 X 7"x Sr' WOOD TIES SPACED ON 19.5" CENTERS. LIGHTLY USED
INDUSTRIAL TRACKS ARE 6-6" x 6' x 8" WOOD TIES SPACED ON 24" CENTERS. TRANSITION TIES
BETWEEN GRADE CROSSING TIES WILL BE 10' x 7" x 9" WOOD TIMBERS. TRANSITION AREAS BETWEEN
CONCRETE AND WOOD TIES SHALL CONFORM TO FEC STANDARD E57030.1.
5, MAINLINE TRACK (ML) AND TRACK UPGRADES OF EXISTING SIDINGS UPGRADED TO MAINLINE TRACK
SHALL MEET FRA CLASS VI TRACK SAFETY STANDARDS SUBPART G AND HIGH SPEED PASSENGER
RIDE QUALITY STANDARDS.
6. THE PLANNED MAXIMUM ALLOWABLE SPEED (MAS) FOR THIS TERRITORY IS 110 MPH.
7 CONSTRUCTION:
A. MLI TRACK IS THE EAST TRACK AND ML2 IS THE WEST TRACK. TRACK STATIONING IS MEASURED
ALONG THE RESPECTIVE TRACK CENTERLINE, MEASURED NORTH TO SOUTH.
B. MLI STATIONING 15 SHOWN AS 50+00.00 AND ONWARDS.
ML2 STATIONING IS SHOWN AS 10+00.00 AND ONWARDS.
C. CENTERLINE OF EXISTING TRACK SHOWN ON DRAWINGS 15 THE MATHEMATICAL "BEST -FIT"
CENTERLINE OF THE EXISTING RAILS FROM MOBILE LIDAR SURVEY AND HENCE MAY DEVIATE
FROM THE CENTERLINE OF TRACK IN THE FIELD.
8, PROPOSED TOP OF RAIL ELEVATIONS ARE BASED ON THE INSTALLATION OF NEW 136RE CONTINUOUSLY
WELDED RAIL. NEW TRACK CROSS SECTIONS REPRESENT THE TOP OF RAIL ELEVATION OF THE NEW
136RE RAIL. TOP OF RAIL SHOWN IN PROFILE IS THE TOP OF THE LOW RAIL IN CURVES OF THE NEW
TRACK.
9. ALL TURNOUTS TO BE CONVENTIONAL TIMBER TIE TURNOUTS WITH RAIL BOUND MANGANESE FROGS IN
COMPLIANCE WITH STANDARD FEC DRAWINGS.
10. ALL TURNOUTS, CROSSOVERS, SWITCHES, BUMPER POSTS. AND OTHER TRACK APPURTENANCES
UTILIZED ON THIS PROJECT SHALL COMPLY WITH AREMA RECOMMENDATIONS AND STANDARD
FECR DRAWINGS.
11. STUB -ENDED FECR OWNED SIDING TRACKS SHALL CONTAIN WC-HAYES WHEEL STOPS AT THE END
OF TRACK. STUB -ENDED PASSENGER TRACKS SHALL HAVE SLIDING FRICTION BUFFERS. TRACKS
SUPPORTING FREIGHT TRAFFIC SHALL HAVE BUMPING POSTS FIXED TO THE RAIL.
12. SWITCHPOINT DERAILS WITH BLUE FLAG PROTECTION ARE REQUIRED ON ALL INDUSTRY SIDINGS
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EN61NEEA OF RECORO:
PE.
TRACK NOTES (CONT.):
13. HORIZONTAL ALIGNMENT CURVE DEFINITIONS:
V = DESIGN SPEED (MPH)
RSCS= OVERALL DELTA (D -M -S)
DE = DEGREE OF CURVE (D -M -S)
RE = RADIUS OF CURVE (FEET)
DE = CURVE DELTA (D -M -S)
TE = SUBTANGENT LENGTH (FEET)
Ea+D= EQUILIBRIUM ELEVATION (INCHES)
Ea = ACTUAL SUPER ELEVATION (INCHES)
Ed = UNDERBALANCE(INCHES)
LS = SPIRAL LENGTH (FEET)
Erate= SUPERELEVATION RUNOFF RATE (IN
t = JERK RATE
6, = SPIRAL DELTA (D -M -S)
PER 31 FEET)
ALL ABOARD FLORIDA
ROAD NO. COUNTY FINANCIAL PROJECT ID
FECR D08
PcrolLn 7/25/2014
SHEET
NO.
GENERAL NOTES
3
8,33.46 All 6\FDOTSSZ JAIX066\rad fracc\6NWRDOZDGN
REVISIONS
DATE
I
DESCRIPTION
I DATE
I
DESCRIPTION
I'
m suiseln aG49Nrt M
4FGsanuE, n m
G�1W
FFx: NOa M80
EN61NEEA OF RECORO:
PE.
TRACK NOTES (CONT.):
13. HORIZONTAL ALIGNMENT CURVE DEFINITIONS:
V = DESIGN SPEED (MPH)
RSCS= OVERALL DELTA (D -M -S)
DE = DEGREE OF CURVE (D -M -S)
RE = RADIUS OF CURVE (FEET)
DE = CURVE DELTA (D -M -S)
TE = SUBTANGENT LENGTH (FEET)
Ea+D= EQUILIBRIUM ELEVATION (INCHES)
Ea = ACTUAL SUPER ELEVATION (INCHES)
Ed = UNDERBALANCE(INCHES)
LS = SPIRAL LENGTH (FEET)
Erate= SUPERELEVATION RUNOFF RATE (IN
t = JERK RATE
6, = SPIRAL DELTA (D -M -S)
PER 31 FEET)
ALL ABOARD FLORIDA
ROAD NO. COUNTY FINANCIAL PROJECT ID
FECR D08
PcrolLn 7/25/2014
SHEET
NO.
GENERAL NOTES
3
8,33.46 All 6\FDOTSSZ JAIX066\rad fracc\6NWRDOZDGN
PLAN SHEET LEGEND
EXISTING PROPOSED
EXISTING TRACK PROPOSED TRACK
EXISTING BURIED FIBER OPTIC REMOVED / RELOCATED TRACK
EXISTING OVERHEAD POWER — — — EXISTING RIGHT OF WAY
EXISTING FENCE C FEXTENT OF PROPOSED SLOPE/GRADING LIMITS
EXISTING UNDERGROUND GAS _ '.'.'.'.'. /_ WETLANDS
-" -- -- -- EXISTING STORM DRAIN l'�'/ WETLAND IMPACT AREA
EXISTING SANITARY SEWER F _ "-� SURFACE WATER AREA
d d EXISTING GUARDRAIL CONSTRUCTION ENTRANCE/EXIT PAD
EXISTING VEGETATION SILT FENCE
EXISTING BLDG g ROCK CHECK DAM
EXISTING SIGN
TEMPORARY SILT SCREEN
W/ROCK CHECK DAM
EXISTING SIGN
EXISTING POWER POLE
ROCK FILTER RING
EXISTING COMM PEDESTAL
EXISTING GUY WIRE X PROPOSED FENCE
EXISTING WATER VALVE PROPOSED HAND THROWN TURNOUT
LLT
= _ EXISTING GAS VALVE
PROPOSED POWER OPERATED TURNOUT
EXISTING CATCH BASIN LLT
EXISTING DROP INLET
+ _ EXISTING STORM DRAIN MH
{� EXISTING SANITARY SEWER MH
-"" BENCHMARK
SURVEY CONTROL POINT
EXISTING CONTROL BOX
EXISTING SIGNAL
PROFILE LEGEND
PROPOSED TRACK TOP OF RAIL
----------- EXISTING TRACK TOP OF RAIL
----------- EXISTING GROUND
REVISIONS
DATE DESCRIPTION DATE DESCRIPTION ao suaec�'mne ro
dLtSPW,IIE.T"m" ALL A30ARD FL£7Rl--
ru: nou rs�sio I
ROAD NO. I COUNTY � FINANCIAL PROJECT ID
ENGINEEfl OF flECOflO: I FECR DDB
PE:
otmllL s
GENERAL NOTES
712512014 B. 33:47 AM G%FOOTSSZ JAI 20068% raol rrssz\GiVNTR0O3.06N
SHEET
NO.
4
I
DATE I DESCRIPTION
EXISTING
MLI
4
3
0
3 K
O
v EXISTING EXISTING
GROUND -=--'�1-- GROUND — —
F � _
w---
— — — — — — — — — —
EX15TING BALLAST
EXISTING SUBBALLAST
]
EXISTING TYPICAL SECTION - SINGLE TRACK
NOT TO SCALE
EX15TING EXISTING
MLI ML2
i c
] 4'
a
0
o EXISTING EXISTING
GROUND GROUND Ci
w � x
— — — — — — — — — — — — — — — — t , � I
x .1� ___
----- ---
EXISTING SUBBALLAST J EXISTING BALLAST J
EXISTING TYPICAL SECTION - DOUBLE TRACK.
NOT TO SCALE
REVISIONS
DESCRIPTION { . Cix.M� =�ti,T'vire No
ALL ABOARD FLORIDA
PMYE:�99 NS ""
P,v,IDNlq�O I ROAD NO. I COUNTY FINANCIAL PROJECT !O
ENGINEER OF RECORD' I FECA I DDA
PE.
paolhlrt 71M2014
TYPICAL SECTIONS
893:51 AM 6IFOOT552 1A12006BWtl trecIlt, rdOldyn
DATE
NEW TRACKS EAST AND WEST
STATION LIMITS PROPOSED FECR/AAF PROPOSED FECR/AAF
STA. 1320+06 TO STA. 1347+22 MAIN TRACK I MAIN TRACK 2
4
VARIES 4' Y 4' I 1Z 14• (TYP.)
+1" PER EACH 0°30
OF CURVATURE
V (TYP SEE NOTE ])
STATION LIMITS
STA. 338+00 TO STA. 352+44
5TA, 3217+14 TO STA. 3226+16
5TA. 3326+13 TO STA. 3341+46
3
0
EXISTING
i GROUNDI Z,rr„�s .1
2%
PROPOSED J
SUBBALLAST (G" MIN.)
VARIES
0
EXISTING
? GROUND
------
25'
15.5'
2%
BALLAST (12" MIN.)
SUPERELEVATED TYPICAL SECTION (LH CURVE)
NOT TO SCALE
4 1 2' . 4•
► i
F (TYP. SEE NOTE 1)
T1
VARIES
PROPOSED FECR/AAF PROPOSED FECR/AAF
MAIN TRACK 1 MAIN TRACK 2
12 4 14'(TYP.) I 25 VARIES
+1" PER EACH 0'30'
OF CURVATURE
15.5'
0
I.S �
PROP056D J / (SEE NOtE 11 1 PROPOSE
SUBBALLAST (6" MIN.) J
PROPOSED
BALLAST (12' MIN.)
SUPERELEVATED TYPICAL SECTION fLH
NOT TO SCALE
NOTES:
1. BALLAST SHOULDER TO BE 10" ON TANGENT AND 12' ON CURVED TRACK.
2. BALLAST SHALL BE GRADE 3 GRANITE.
3. SUBGRADE SHALL BE COMPACTED TO MIN 95% (LBR 40)
4. ALL NEW MAINLINE AND ADJACENT SIDING SHALL BE CONCRETE TIES SPACED
AT 24" CENTERS AND CONFORM TO FEC STANDARD ES 6003.0.
S. ON MAINLINE TRACKS RAIL TO BE 136RE CONTINUOUSLY WELDED RAIL.
6. ALL TURNOUTS TO BE TIMBER TIE TURNOUTS.
7. WHEN THE PROFILE ELEVATION OF THE OUTSIDE TRACK IS 4" OR GREATER
THAN THE PROFILE ELEVATION OF THE INSIDE TRACK IN HORIZONTAL CURVES
A SLOPE SHALL BE INSTALLED BETWEEN THE MAIN TRACKS TO MAINTAIN A
BALLAST DEPTH OF I2".
REVISIONS
DESCRIPTION _ DATE DESCRIPTION
�. ��TO 4.Cf50Y N£. a.Ims
'IN u. mol
MpY[:100N5-6�
fY: ®NME`A
I
ENGINEER OF RECORD
PE:
BALLAST (12" MIN.)
-------------------
EXISTING
GROUND
CURVE - ROADWAY APPROACH)
ALL ABOARD FLORIDA
ROAD NO.I COUNTY I FINANCIAL PROJECT ID
FECR D08
Otcvllrns 125/2014
TYPICAL SECTIONS
8:33:51 AN G.%FDOT552 JAI 20068%rail,rrx4\rycsreO Lean
SHEET
N0.
I
0
0
a
z
w
T_
EXISTING J
GROUND
PROPOSED FECR/AAF PROPOSED FECR/AAF
MAIN TRACK 1 MAIN TRACK 2
12 4 14'(TYP.) I 25 VARIES
+1" PER EACH 0'30'
OF CURVATURE
15.5'
0
I.S �
PROP056D J / (SEE NOtE 11 1 PROPOSE
SUBBALLAST (6" MIN.) J
PROPOSED
BALLAST (12' MIN.)
SUPERELEVATED TYPICAL SECTION fLH
NOT TO SCALE
NOTES:
1. BALLAST SHOULDER TO BE 10" ON TANGENT AND 12' ON CURVED TRACK.
2. BALLAST SHALL BE GRADE 3 GRANITE.
3. SUBGRADE SHALL BE COMPACTED TO MIN 95% (LBR 40)
4. ALL NEW MAINLINE AND ADJACENT SIDING SHALL BE CONCRETE TIES SPACED
AT 24" CENTERS AND CONFORM TO FEC STANDARD ES 6003.0.
S. ON MAINLINE TRACKS RAIL TO BE 136RE CONTINUOUSLY WELDED RAIL.
6. ALL TURNOUTS TO BE TIMBER TIE TURNOUTS.
7. WHEN THE PROFILE ELEVATION OF THE OUTSIDE TRACK IS 4" OR GREATER
THAN THE PROFILE ELEVATION OF THE INSIDE TRACK IN HORIZONTAL CURVES
A SLOPE SHALL BE INSTALLED BETWEEN THE MAIN TRACKS TO MAINTAIN A
BALLAST DEPTH OF I2".
REVISIONS
DESCRIPTION _ DATE DESCRIPTION
�. ��TO 4.Cf50Y N£. a.Ims
'IN u. mol
MpY[:100N5-6�
fY: ®NME`A
I
ENGINEER OF RECORD
PE:
BALLAST (12" MIN.)
-------------------
EXISTING
GROUND
CURVE - ROADWAY APPROACH)
ALL ABOARD FLORIDA
ROAD NO.I COUNTY I FINANCIAL PROJECT ID
FECR D08
Otcvllrns 125/2014
TYPICAL SECTIONS
8:33:51 AN G.%FDOT552 JAI 20068%rail,rrx4\rycsreO Lean
SHEET
N0.
I
O X
O � C
O C
O-{
+ 3 0 20 700 ,ri
Ln � /•' �
Ln ry Feet N
TV EXIST. 72" FORCE MANN + �' P 'F r+m Q
Q WITH 24" STEEL CASING !• !• l 'a ^I tNo ~
PROP. FECR/AAF MAIN TRACK I N � N
U) EXIST. 14" RCP STORM i �'I Y= - n
SHIFT EXIST. TRACK a;EXIST. 12" WTR. WITH OH m
I 24" STEEL CASING LIMITS OF DISTURBANCE I E Sf. �i/W
U EXIST. R/W ';' -S o................................................
L� W tr _.. Q
CC
N
ac
�'-•••CONSTRUCTION BASELINE ••••••••-•••---••••••••••••-•••---
2555 2560 o z
c CURVE 1-36 _ ` -- - - - _�—=1°39'5805"E 195838'
z CURVE 2-36 11335 _
i— 11330 2 15 w H 2 20 N '(? 52139'5 ZjE948.85 11340 LL
N 7 _ c: zv ,: a
� 8 OS" Q
�. R/W
�. E D ..
U - SF_ANA AV'E- _. EXIST. PON OF DISTURBANCE -
�. ��``—
D �T.
pp Q LLI
OEO i to „� g-�FE.-:''^ YI LIMITS N + +. EXIST
O �'~/ - `" ..LO^/S/meq qVF- .. PROP. FECR/AAF MANN TRACK 2 - N N (ORyPONOj O
O K
CC - .._- _.-_ Q Y O_
CL LLJ
U
Z LOUISIANA AVE W
J I Z
NOTES: -
i 1. SEE DWG GNIOOI FOR REMOVAL AND DEMOLITION NOTES Q
- _ - - "�- 2. SEE DWG CC1001 TO EC3012 FOR TRACK CURVE & COORDINATE DATA.
-
3. SEE ROADWAY PLANS FORT WORK AT ROAD CROSSINGS.
4. SEE STANDARD DWG FOR TURNOUT CONSTRUCTION DETAILS,
S. INSTALL TRANSIT/ON TIES &INSULATED JOINTS PER STANDARD DWG. E56007.1, E57030.1 & GN1107.
6. EXITING GROUND SHOWN IN PROFILES REPRESENTS EXISTING UNDER EACH MAINLINE,
35
30
25
20
15
10
V V W� a19 '1^ VJ'O W9 V Wim Wil V Va b� 'y� 'V �. VVI `D
V dV �M n MIT OT QT rhb �-0 Mb non E1� ^t Q'D VD Op Vo VA1 tl
m T CIpT Ci.T m
CST T
Sa!�JMA'S0 1)
0 ERH..AD '
A v rrn.��O
0 0
MAIN 5 4
/ V
N �
�.OSir (Pr)p. I�=-CR F MAIN TRAK 1
1.:. w IOA5W(Pop- °ECRAAF MAID TRACK
0 4r I
N I
5
V TW�
2551+0)
DATE I
V - : JU.0
Sa
NA 2)
T 2)
aim^ rnT o;o c+aor
-557+0) I '55 +0J
REVISIONS
DESCRIPTION I DATE
W^D TOO eCWD aOOdZ
OA CST Lb OI^ 41^^ m^M1
755-'+07 755x407
DESCRIPTION
iq° mn nc m� �a Mme' mr�
Oi� Oi T c. T a �i CJI I 0/� Of T O1
35
30
25
20
15
10
C
5
W O W S
InM �Id'� NNE NNE D -. m'4 L�m6 �I.K I.I. N,qa Oowk ewe D — I„�� n,a:. 'Nz NN
tD^OT of m^a 16N mnr mKr mfr co'�^ ouKoi ��.a 6 '6nal awr OiCal 3i 06K ON as
r _
5+07 '55;'+07 5+07 255y+0J ?5600+09 I 156'+0) 256.1+07^^ 156-t+0) 564+0J 256;+00
��}},�, surselm MMavnE rel SHEET
SyJLGRIS O a ®` AL1 ABOARD FLORIDA TRACE NO.
u. m
MMF: ISW Md�
F•M„muLy� jI
AAF CONTRACT SECTION PLAN-PROFLES
BREVARD 251
ENGINEER OF RECORD MICHAEL G BELL I FECR I D08 INDIAN RIVER
PE: 4320
OTf011111> 'r iS.:U IS I:)].N PM G\FOOi$$S /AI SO06B\(Jil S.HR\Ol µ'I'UPI90 Eg11
NOTES:
1. SEE DWG GNI001 FOR REMOVAL AND DEMOLITION NOTES.
2. SEE DWG CCI001 TO CC3012 FOR TRACK CURVE & COORDINATE DATA.
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5. INSTALL TRANSITION TIES & INSULATED JOINTS PER STANDARD DWG. E56007.1. E57030.1 & GN1101.
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REVISIONS _. I SHEET
DATE DESCRIPTION ®fw0/�ru0.1W1E MI
1 Systems ���� ALL ABOARD FLORIDA TRACE NO.
AAF CONTRACTI SECTION I COUNTY '
Illf BREVARD PLAN -PROFILES 254
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ENGINEER OF RECORD MICHAEL G- BELL I FECR DOB INDIAN RIVER
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3. SEE ROADWAY PLANS FOR ADDITIONAL WORK AT ROAD CROSSINGS.
4. SEE STANDARD DWG FOR TURNOUT CONSTRUCTION DETAILS.
5. INSTALL TRANSITION TIES & INSULATED JOINTS PER STANDARD DWG. E56D07.1. ES7030.1 & GNIIOI.
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DESCRIPTION DATE DESCRIPTION r�iNE, i. afi� «o
DATE Sy5�2fi1$ AL1 ABOAAO FLORIDA
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pp .6�+ SHEET
TlLACK NO.
PLAN -PROFILES 255
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