HomeMy WebLinkAboutR-397704NOTES:
EX HMA PAVEMENT
NE 4TH STREET STA 7+97 TO 8+22.9
SPECIAL SECTION �
NO SCALE RS1
VCEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT
STD PLAN F-10.12-02.
20
0.33' PERVIOUS CEMENT CONC SIDEWALK.
0.33' INFILTRATION BASE ROCK, SEE SPECIAL
PROVISIONS FOR SUBGRADE PROTECTION/PREPARATION.
40
0.25' HMA CL. PIS 64-22 - WEARING COURSE.
0
0.25' HMA CL. PG 64-22 - LEVELING COURSE.
O0.50'
CRUSHED SURFACING TOP COURSE.
000MPACTED
SUBGRADE.
TO EX JOINT
(D
SEE LANDSCAPE PLANS.
COATED CHAIN LINK FENCE TYPE 6.
EX
CL R/W
42' ------ -------- 16
PERMANENT EASEMENT
33'
0.5' 1
61 11, 11, 51 PLANTING ISTRIP 6$
- 8- -.-a
TURN TRAVEL LANE TRAVEL LANE VARIES (1 3'1± TYP) EX SIDEWALK
LANE
-D-
EX HMA PAVEMENT 21 0.5
EX PCQ PAVEMENT
26 8
18
7
NE 4TH STREET STA 7+90 TO 10+82
TYPICAL SECTION j�
NO SCALE TYP
USPS ACCESS
ROAD SEE SECT 0.5' 4.5*
pia-1
24
51* 7.5'*
ALKWAYIPLANTING STRI
-1.9%
9 13'* 039*
MAIL DROP DRIVEWAY
L-U2 1--U8
3
WHITMAN CT NE STA 101+84 TO 103+00
TYPICAL SECTION (--j�
NO SCALE TYP
PROTECT EX WALL, CURBS
AND PAVING TO REMAIN
PROTECT 10
EXISTING �EX HMA PAVING
WALL
REVISED TO CONFORM WITH
CONSTRUCTION RECORDS
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0
0
0
CALL 48 HOURS
33242 BEFORE YOU DIG
T_
,22
1-800-424-5555 NA
TIB 8-1-102(033)-1
6 WIDTH VARIES AS
NEEDED BETWEEN
�q�\
PROPOSED CURB
AND EX WALL
DDIMENSIONS VARY, SEE
STA 101+84 TO STA 101+95
RECONSTRUCT CURB AND PAVING
SAME AS SHOWN IN SECT
1019 39TH AVENUE SE, SUITE 100
PUYALLUP, WASHINGTON 98374
T. 253.604.6600 F. 253.604.6799
www.parametrix.com
1 RECORD DRAWINGS
NO. REVISION
EXIS`
8 CHAIN LINK FENCE TYPE USPS- 8 FT HT.
GCOATED CHAIN LINK FENCE TYPE 3 (MOD.) - 8 FT HT.
0 CHAIN LINK FENCE TYPE 6.
GPROTECT EXISTING CURB AND GUTTER TO REMAIN.
14 0.35' PLANING BITUMINOUS PAVEMENT.
15 STRUCTURAL EARTH WALL.
SBACKFILL FOR STRUCTURAL EARTH WALL.
(D 0.33' CEMENT CONC SIDEWALK WITH 0.15' CRUSHED
SURFACING TOP COURSE.
CEMENT CONC PAVEMENT PER WSDOT STD PLAN
60.67'
A-40.10-02 WITH 0.35' CRUSHED SURFACING TOP
COURSE.
EX P/L
USPS ACCESS
ROAD SEE SECT -0.5'- -2'*
28.5'*
.5' MIN*
VARIES*
BIOFILTRATION SWALE
GEMBANKMENT COMPACTION (NATIVE MATERIAL).
20 GRAVEL BORROW INCL HAUL.
GCEMENT CONC TYPE 410C CURB, SEE
0 CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN
F-10.12-02.
0 EXISTING CURB AND GUTTER TO REMAIN EXCEPT AT
DRIVEWAY ENTRANCES, SEE PP PLANS.
- -------- --------
026 SAWCUT FACE OF EXIST CONC PAVEMENT TO PROVIDE
CLEAN SMOOTH SURFACE FOR Y4" JOINT MATERIAL. OMIT
TIE BARS.
0.5'!
n10
22
MATCH
0.5 EXISTING
24 EX U 8 VARIES
HMA
PAVING
8 2%
A
SAWCUT
2 7 4
2
8
3 3 5
19 VARIES - 4.5' 299--l-ft 4.5' 9 V
DIMENSIONS VARY, SEE r9ft,*N
WHITMAN CT NE STA 101+10 TO 101+84
STA 106+69 TO STA 107+01
SEE SPECIAL SECTION
PROP
P/L
2' WALL EASEMENT
PING BUILDING
`EX ELECTRICAL
ENCLOSURE
12
TYPICAL SECTION rH-%\
NO SCALE TYP
EX COLST
4.5' 12' P/L
m. -
PLANTING TRAVEL LANE
I STRIP I
I
11 8 1
12'
TURN LANE
-2.0
EX
D/W
CL
14'
TRAVEL LANE
`�4J \
6
REMOVE
TOP 2' OF
OF
2
OVE EX CURB
MATCH EX WALKWAY
7
L
ROCK WALL
\//x �//x \//x �//x
\i/\\ \\ �, Xl
/1 / "1 16 TIEBACKS 16 WHITMAN CT NE STA 105+95 TO 107+05
16 \Z TYPICAL SECTION rK--,\
15 WALL "C" NO SCALE TYP
7 THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN
-LEVELING PAD DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMA11ON PROVIDED ON THESE RECORDS, HAS BEEN
ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID
ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT
APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR
ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED.
SURVEYED: SCALE: DATE:
VERTICAL NAVD 1988
8/8/12
HORIZONTAL- NAD 19"/1991 NE 3rd 4th CORRIDOR IMPROVEMENTS
DESIGNED: AS SHOWN 1916 CITY OF FIEUDBOOK:
C. SCHOTT PHASE 1 INTERSECTION IMPROVEMENTS
DRAWN: FENTON PAGE:
V. RUBASHKA I ONE INCH Planning/Building/Public Works Dept. DRAWING NO:
ECS 1/3/1 CHECKED:
AT FULL SCALE Approved For Construction ROADWAY SECTIONS - SHEET 2 RS2
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY SHEET: OF:
BY DATE APPR
Robert M. Hanson P.E. Date 1 04 43
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