HomeMy WebLinkAboutR-397705M
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PROP
P/L
2' WALL EASEMENT
MAINTENANCE
ACCESS RAMP,
SEE !�
MAINTENANCE ACCESS RAMP
SPECIAL SECTION �L1
NO SCALE
REMOVE IX
FENCE
cif
5
1�
w
"C" C
WP1
CL
D/W 0.5'
9' 1 n' CL 1 n' �' i ._7'
POST OFFICE DRIVEWAY
TYPICAL SECTION
NO SCALE TYP
VARIES _, 1' , _ 3' _ , _ 10'
22
SAWCUT
REMOVE EX CURB
�AT MAINTENANCE
ACCESS ROMP
USPS ACCESS ROAD
WHITMAN AVE NE STA 100+70 TO STA 103+00
_ TYPICAL SECTION j�
NO SCALE TYP
REVISED TO CONFORM WITH
CONSTRUCTION RECORDS
DATES 1 /3/14 BY, ECS
CALL 48 HOURS
le BEFORE YOU DIG
,ZZ� 1-800-424-5555
TIB # 8-1-102(033)-1
1019 39TH AVENUE SE, SUITE 100
PUYALLUP, WASHINGTON 98374
T.253.604.6600 F. 253.604.6799
www.parametrix.com
0
2'
00
Q
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IM ;II WO I,
VARIES VARIES
11� SEE PLAN SEE PLAN
3'
MIN
1 9% _ SAWCUT —
VARIES_
2.0%
4
8 7 17 8 6
WATER DISTRICT 90/ AUTOZONE PARKING
TYPICAL SECTION j2
NO SCALE TYP
VA
WALL "A" A
WP1
)SWALE
DWLINE
.2� 22
2.0%
c
4
6
2' VALLEY
GUTTER, SEE 1
RS3
VARIES_ I VARIES
ELEVATION LEFT
PER DRAWING
NO. PP2
2'
N
L
33 CL
I
Vow . vV■
0 CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT
STD PLAN F-10.12-02.
O0.33' PERVIOUS CEMENT CONC SIDEWALK.
(3 0.33' INFILTRATION BASE ROCK, SEE SPECIAL
PROVISIONS FOR SUBGRADE PROTECTION/PREPARATION.
0.25' HMA CL. °' PG 64-22 — WEARING COURSE.
O0.25' HMA CL. PG 64-22 - LEVELING COURSE.
0 0.50' CRUSHED SURFACING TOP COURSE.
OCOMPACTED SUBGRADE.
08 SEE LANDSCAPE PLANS.
G)9 COATED CHAIN LINK FENCE TYPE 6.
10 CHAIN LINK FENCE TYPE USPS— 8 FT HT.
11 COATED CHAIN LINK FENCE TYPE 3 (MOD.) — 8 FT HT.
12 CHAIN LINK FENCE TYPE 6.
GPROTECT EXISTING CURB AND GUTTER TO REMAIN.
G0.35' PLANING BITUMINOUS PAVEMENT.
aSTRUCTURAL EARTH WALL.
GBACKFILL FOR STRUCTURAL EARTH WALL.
17 0.33' CEMENT CONC SIDEWALK WITH 0.15' CRUSHED
SURFACING TOP COURSE.
G0.67' CEMENT CONC PAVEMENT PER WSDOT STD PLAN
A-40.10-02 WITH 0.35' CRUSHED SURFACING TOP
COURSE.
GEMBANKMENT COMPACTION (NATIVE MATERIAL).
20 GRAVEL BORROW INCL HAUL.
Ul CEMENT CONIC TYPE 410C CURB, SEE MD2
22 CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN
F-10.12-02.
24 EXISTING CURB AND GUTTER TO REMAIN EXCEPT AT
DRIVEWAY ENTRANCES, SEE PP PLANS.
Q6) SAWCUT FACE OF EXIST CONC PAVEMENT TO PROVIDE
CLEAN SMOOTH SURFACE FOR Y4" JOINT MATERIAL. OMIT
TI E BARS.
2'
FLOWLINE VALLEY GUTTER
ELEVATION LEFT
PER DRAWING
wln nnn
NE 4TH STREET STA 7+00 TO 8+02 (LEFT) VALLEY GUTTER
SPECIAL GUTTER SECTION DETAIL �1
NO SCALE TYP NO SCALE TYP
THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN
DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION 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:
""GAL NAVD 1983/1991 � V NE 3rd / 4th CORRIDOR IMPROVEMENTS 8 8 /p/
DESIGNED: AS SHOWN HORIZONTAL: NAD 19�= CITY 1 OF
1 2
C. SCHOTT 11 PHASE 1 INTERSECTION IMPROVEMENTS A�BOOK:
2 RECORD DRAWINGS ECS 1 3 14 DRAWN. V. RUBASHKA - RENTON DATUM Planning/Building/Public Works Dept. DRAWING N0:
1 ADDED SECTION Q AND DETAIL 1 ECS 1/30 CHECKED: ONE INCH
AT FULL SCALE Approved For Construction ROADWAY SECTIONS - SHEET 3 RS3
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEEP: OF:
Robert M. Hanson P.E. Date 05 43
NEENNEWN