HomeMy WebLinkAboutR-3847130cD
MIN.
2 1/2ml 5" 12 1/2'
(may
s"€
O SED - OR USA PHAL
o
OPAVEMENT
SECTION
L0
i°R a1 R
3
�
d
NOi TO SCALE
M
cj) O
Q
31 12"
If,f T,t
18" 10" 2' ASPHALT WHERE SHOWN ON
0
6" WIDE STEEL PAVING PLAN. MATCH EYE.
L=
TROWEL FINISH ti PAVEMENT THICKNESS AND
W G
d MATERIALS AS PER DETAIL I/C2.1
as
z
e
M�
Z
e e
O
^ 8° 0
j
- ° °o
oam
>
>
ro 0
oa
U D
°Y°° °
�APPTHICKEN
AWHERE SPHALT &
MATCH RIGID CONIC. THICKNESS TACKCOAT BETWEEN
Q
AND MATERIALS AS PER DETAIL ASPHALT & CONCRETE
W
3/C2.1
Y
HEAVY DUTY SE TION AON NOTE:
WEST PROPERTY LINE AND WHERE INSTALL EXPANSION JOINTS
NOTED AS CONSTRUCTION 0 /5'-0" O.C. MAX.
KEYNOTE 1 AND 2 ON SHEET COMPACTED SUBCRADE
"
PAVEMENT SWALES
AS NOTED ON C1.4-1 IN TRUCK CONCRETE GUTTER
o
m
COURT TO MATCH SECTION AND W/6"x6"x10" W.W.M.
a
THICKNESS PER $101.
B
�z
Q
E
s
OF
3
�w
a
SWALE DETAIL
� ,V�x� \
W
OCONCRETE
c
NOT TO SCALE
m
9
P
S
C
O
a
4' (PER PUN)
3g
>R>
12' MIN. FREE
B
DRAINING GRANULAR
Q
j 0
VE
DECORATWE FENCE /r
V
iYI=PER PLAN
GRADE /
EX.
Y
1GROUND
8" CAP UNIT \
j6
�\/ SOIL
b 2j
STANDARD/
yy
NDA
KEYSTONE VAOR
M
OTHER APPROVED
RETAINED
EOUA MODUALR "ry BACKFILL -\
z i
BLOCK UNIT v , . ,
BW -ECFV PER PLAN mw F
� D NAGE COMPOSITE
y
..
m
�+
60 PERFORATED
'
a
9
8" MINS 2• % SUB MIN (SEE DETAIL 5/C2.2)
WRAP
TENSAR DC1200�
DRAINAGE COMPOSITE
6' PERFORATED PVC
DUN PIPE, PIPE
TO 04YUTE
DISC
STORM
6
GEOTEXTILE
CRUSHED STONE FILTER ZOE
1/2" MINUS W/ LESS THAN
59 PASSING THE U.S. SIDS.
OSUBDRAIN DETAIL
NOT TO SCALE
w 6' 12"
a
0
COMPACTED WELL -GRAINING
GRANULAR FILL BASE OVER
G OjE)OI�E E�I
NOTE ALL GRAVITY WALLS OVER 4' IN FE3GFIT REOLA E SEPARATE PERAR AND
DESIGN TTP A GEOTECHJCAL APD/OR STRUCTf1AL ENGNEIR
MODULAR BLOCK GRAVITY RETAINING WALL
O(H=4' MAX. MEASURED FROM BOTTOM OF FOUNDATION TO TOP)
4 NOT TO SCAE
0
A8-B(1LT NOTS
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BAROHAUSEN
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM. SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A
BEFORE YOU DIG: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017.
THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS
C) p44 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD
Z p11 REVISIONS AND FUNCTION AS INTENDED.
A /J—
BIKE RACKS ASJ — i
PER DETAIL
11/C2.1
CONCRETE CURB WITH SECTION SIMILAR ! f
PER DETAIL 6 BELOW. TYPICAL OF 4.
BEVEL TAPER O 45' (BULLNOSE) CURB
ENDS. TOP LENGTH TO MATCH RACK
(30' OFFSET 6" CLEAR OF RACK.
EPDXY CURB TO CONCRETE FLATWORK.
Cl1RB AT WE RACK PLAN VIEW —
NOT TO SCALE
0" 6"
MIN.
2 1/2ml 5" 12 1/2'
as
i°R a1 R
\- CONCRETE FLATWORK
CONCRETE CURB AT
BIKE RACK DETAIL
V NOT TO SCALE
BIKE RACK
KE RACK
BEVEL TAPER O
\ URB45' (BULLNOSE)
30' CURB ENDS.
�--CONCRETE FLATWORK
OWNMMMORR
CITY OF RENTON
AS -BUILT IKEA PROPERTY INC DEPARTMENT OF PUBLIC WORKS
,( S. G (r 420 ALAN WOOD ROAD /yGHAij
AS -BUILT DATED: 12-15-2017 �P e\ A CONTACT: DKEN, PA 19426 Qs- �0 CML ONSITE DETAILS
Vf3t11CAL DAT()µ q� FOA COQ ,W CONTACT: OWICHT E. AATON
CITY OF RENTON, NAVD 88 CONSTRUCTION MANAGER Qi Z
TO CRY STANDARDS a P: (610) 834-018Q CELL 393-649-4623
APP1ove by. Date E: DWGNT9ATOINIKFAO N .. IKEA REDEVELOPMENT, RENTON, WA.
BENCHMARK'' P 2852) 2 E O = OEBp1E0 CFB
CITY OF RENTON
1864 CONTROL A9Provea 5r D01e fj,gfolSTCaE��@`°` t 18215AiSEN CONSULTING
ENGINEERS Z`P` q• �,pN MTF. 6/11/2015 FaE ND, 015001266
POINT N0. 1864 WAS HELD s�D W6 P
FOR ELEVATION, BEING APProvM by. Dote NAl E 4l(4 WA 98032 4TY'\'G ENO\N'D� aELXID JSG BCALE N/A FgpgOgSpp
19.488 FEET (NAVD88) roveB Dote CONTACT: JAY GRU88, PES
(925)251-6222 aw C:22 aP42
R-3847130
CO
N
3
L(j
Z
O
7
W
U
m