HomeMy WebLinkAboutT-343026WE
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PLAN VIEW
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BNSF BRIDGE CLEARANCE TABLE
POINT NO
STATION
OFFSET
DESCRIPTION
EXISTING GROUND
ELEVATION
FINAL GRADE
ELEVATION
BOTTOM OF
BRIDGE ELEV.
VERTICAL
CLEARANCE
1
32 +12.74
42.5' LT
ROADWAY SURFACE
19.77'
19.82'
38.6'
18.78'
2
31 +90.34
42.5' LT
ROADWAY SURFACE
19.73'
19.62'
38.6'
18.98'
3
32 +10.40
7,5' LT
ROADWAY SURFACE
20.92'
20.39'
38.6'
18.21'
4
31 +88.16
7.5' LT
ROADWAY SURFACE
20.90'
20.21'
38.6'
18.39'
5
32 +10.20
4.5' LT
ROADWAY SURFACE
21.28'
20.42'
38.4'
17.98'
6
31 +87.97
4.5' LT
ROADWAY SURFACE
21.33'
20.25'
38.4'
18.15'
7
32 +07.17
42.5' RT
ROADWAY SURFACE
22.21'
20.87'
38.4'
17.53'
8
31 +84.70
42.5' RT
ROADWAY SURFACE
22.21'
20.83'
38.4'
17.57'
9
32 +07.08
52.8' RT
TOP OF SIDEWALK
22.11'
26.86'
38.3'
11.44'
10
32 +06.68
60.8 RT
TOP OF SIDEWALK
25.78'
27.02'
38.3'
11.28'
11
31 +82.76
59.2' RT
TOP OF SIDEWALK
26.02'
27.16'
38.3'
11.14'
12
31 +83.17
51.7' RT
TOP OF SIDEWALK
21.91'
27.00'
38.3'
11.30'
HMA OVERLAY
WHERE IDENTIFIED
ON PLANS
EXISTING HMA SURFACE,
DEPTH VARIES
DEPTH AS DIRECTED BY ENGINEER
2' MAXIMUM. BURIED CONCRETE
SLABS MAY BE PRESENT
GRAVEL BORROW
COMPACTED SUBGRADE
NEW IMPROVEMENTS PER PLANS, TYPICAL
SECTIONS, AND DETAILS.
VERTICAL
SAWCUT
TACK WITH PAVING ASPHALT
BOTTOM EXTENT OF ROADWAY EXCAVATION
PER PLANS, TYPICAL SECTIONS AND DETAILS
OR BOTTOM EXTENT OF TRENCH EXCAVATION
CONSTRUCTION GEOTEXTILE
FOR SEPARATION
NOTE: FOR CLARITY, NOT ALL IMPROVEMENTS AND
TRENCH SECTIONS ARE SHOWN
UNSUITABLE FOUNDATION EXCAVATION
NTS
APPROX BOTTOM OF
BRIDGE ELEVATION 38.6 FT
CONCRETE SLOPE
PROTECTION PANEL
APPROXIMATE PILE
CAP ELEVATION 17.8 FT
BNSF BRIDGE STRUCTURE
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PROPOSED PCC ROADWAY GRADE w
EXISTING GROUND
M
PROFILE VIEW
APPROX BOTTOM OF
BRIDGE ELEVATION 38.4 FT
APPROX BOTTOM OF
BRIDGE ELEVATION 38.3
ELEVATED SIDEWALK
CONCRETE SLOPE PROTECTION PANEL
CAST IN PLACE WALL
APPROXIMATE PILE CAP
ELEVATION 17.3 FT
BRIDGE CLEARANCE NOTES:
1. THE MINIMUM VERTICAL CLEARANCE BETWEEN THE FINISHED GRADE TRAVELED WAY AND THE BOTTOM OF THE BNSF BRIDGE STRUCTURE SHALL BE 17.5 FT.
THE MINIMUM CLEARANCE BETWEEN THE FINISHED GRADE SIDEWALK AND THE BOTTOM OF THE BNSF BRIDGE STRUCTURE SHALL BE 8.0 FT.
2. THE CONTRACTOR SHALL NOT PERFORM ANY WORK THAT COMPROMISES THE BNSF BRIDGE STRUCTURE. ALL ELEMENTS OF THE STRUCTURE SHALL BE
PROTECTED FROM DAMAGE AT ALL TIMES.
3. THE CONTRACTOR SHALL COMPLY WITH ALL BNSF REQUIREMENTS WHILE WORKING WITHIN THE BNSF RIGHT OF WAY.
BRIDGE CLEARANCE DETAIL
NTS
GRATE OR LID
LSIDEWALI WIDTH - SEE ALIGNMENT FRAME SEAL JOINT WITH
PLANS & TYPICAL SECTIONS F► 1=0" PAVING ASPHALT
1" R (TYP) CEMENT CONIC. PAVEMENT
1 5.5" #3 REBAR #4 CONTINUOUS SEE UTILITY CASTING BOXOUT ;
2% MAX /2 R CONTTINUOUS DETAIL, SHEET 89
%z" R ADJUSTING BRICK HMA CLASS 1/2' PG 70 -22
OR CONIC RISER,
o NO STEEL RISERS
° ALLOWED (TYP)
--- DIG OUT LIMIT
NOTES: EXISTING MANHOLE
4" CSBC #4 REBAR
CONTINUOUS
24"
REINFORCED CEMENT CONC. TRAFFIC CURB & GUTTER AND
THICKENED CEMENT CONC. SIDEWALK
APPROXIMATE STA 30 +56 TO STA 31 +51, LT
NTS
1. HMA OR CONCRETE PERIMETER SHALL EXTEND AT LEAST 2"
BELOW TOP ADJUSTMENT RINGS OR ROADWAY SECTION
DEPTH, WHICHEVER IS GREATER.
2. WHERE FINISHED SURFACE IS HMA, UTILITIES WITH
CONCRETE COLLAR AROUND STRUCTURE SHALL HAVE
CONCRETE REMOVED AND REPLACED WITH HMA CL r PG
70 -22.
UTILITY ADJUSTMENT DETAIL T=343026
FOR STORM DRAIN, SEWER & WATER STRUCTURES
NTS
4gGIAC0 11 -04 -11 SURVEYED: KPG 64� RAINIER AVENUE S (SR 167) DRAWING NO. 26
os w, By DRAWN BY: JLF OF FENTON
a �� CITY p .I S GRADY WAY TO S 2ND ST PROJECT NO. TED403430
o �%` DESIGN BY: JLF BID Public Works Department
„ - 7539tlhAvenueN 2502 Jefferson Avenue
CHECKSY: NM SeaWe,WA98109 Tacoala,WA98W2 DOCUMENTS FED AID NO. - CM0167(048)
r0? p 20320 y`r APPROVED FOR CONSTRUCTION
F r PROJ MGR: JF (2061288 -1840 (253)821 -0720 DETAILS DATE: NOV 2011
NUMBER REVISION DESCRIPTION BY APP. DATE L FILE: 0655DDET01.dwg v kpg mm
BYJ I DATE: //N SHEET NO. 26 OF 304
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