HomeMy WebLinkAboutTRO4103430.26CD
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HMA OVERLAY
WHERE IDENTIFIED
ON PLANS
EXISTING HMA SURFACE,
DEPTH VARIES
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 1
21.91'
1 27.00'
38.3'
11.30'
NEW IMPROVEMENTS PER PLANS, TYPICAL
SECTIONS, AND DETAILS.
VERTICAL
SAWCUT
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DEPTH AS DIRECTED BY ENGINEER °
2' MAXIMUM. BURIED CONCRETE -TACK WITH PAVING ASPHALT
SLABS MAY BE PRESENT 1 � ;moo
BOTTOM EXTENT OF ROADWAY EXCAVATION
PER PLANS, TYPICAL SECTIONS AND DETAILS
GRAVEL BORROW /���/� OR BOTTOM EXTENT OF TRENCH EXCAVATION
COMPACTED SUBGRADE
CONSTRUCTION GEOTEXTILE
FOR SEPARATION
NOTE: FOR CLARITY, NOT ALL IMPROVEMENTS AND
TRENCH SECTIONS ARE SHOWN
UNSUITABLE FOUNDATION EXCAVATION
N TS
APPROX BOTTOM OF
BRIDGE ELEVATION 38.6 FT
CONCRETE SLOPE
PROTECTION PANEL
APPROXIMATE PILE
CAP ELEVATION 17.8 FT
BNSF BRIDGE STRUCTURE
CONCRETE BRIDGE COLUMN (TYP)
PROPOSED PCC ROADWAY GRADE
EXISTING GROUND
PROFILE VIEW
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APPROX BOTTOM OF
BRIDGE ELEVATION 38.4 FT
1 � 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
SIDEWALK WIDTH - SEE ALIGNMENT
PLANS & TYPICAL SECTIONS
CEMENT CONC. PA
SEE UTILITY CASTI
DETAIL, SHEET 89
ADJI
OR I
NO I
ALL(
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 VVITFa
CONCRETE COLLAR AROUND STRUCTURE SHALL HAVE
CONCRETE REMOVED AND REPLACED WITH HMA CL �" PC
70- 22
UTILITY ADJUSTMENT DETAIL
FOR STORM DRAIN, SEWER & WATER STRUCTURES
NITS
' PG 70-22 1
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11-14-11 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 26
� GNVASIA���y� DRAWN BY: JLF KpG �� CITY OF RENTON
��o N DESIGN BY: JLF BID "11 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430
7539th Avenue N 2502 Jefferson Avenue - Public Works Department
FED AID NO.-CM0167(048)
CHECK BY: NM Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS
2o3zo�o w� 206 286-1640 253 627-0720 DETAILS
.c GrsrER APPROVED FOR CONSTRUCTION
� ���PROJ MGR: JF � � pg,com � � DATE: NOV 2011
NAL WWW'k BY: DATE: SHEET NO. 26 OF 304
NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DDET01.dwg