HomeMy WebLinkAboutD-371706a
r
0
I
U
z
W
a
O
or
W
a
F-
_...
Ir
W
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 ft.
6o
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. ...................
CONSTRUCTION NOTES
1O. CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5
VERTICAL DATUM
2O CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS.
NAVD 88
BENCHMARK 3O. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION.
TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 3831)
UJ
00
(D 00
W
I N
..........
_.........._..
Z ") O
CD —N 11
z
O
..... O _ ......�. ° -
_..___._._.M._.P,) ..._ .,
t; ^ L....... .10 00 o + _ O
(P .) J ° 11 +00
I
oco 00 =0,2 +0
J I J m W I Q D w
— — Q CD
O ... .....e .r O
— —
(�
dyl Hdsb
8' PLANTER
I
in a Do — —
z ^ Do a
o I — — —
N_°
Q � o I l ° n��� Q+ Y l + W a
to
h o ° J C
ao A 1-t
'JJ++
v~j�° wwoU I' I WLi z Nao
_.. (__)
CD a I Cfl vL`i I I I °I I W OQA� �H 3 zo3w
1.....(;' }......... I r Q Cj N j fF o + w CD
�, I z z z
4J O �— ao ? L'_I Q m
F-
M O I\ oo I.. Z�'
L.. I J �4 U,(n <ww
U
�10.0'I aI I o =
w
ASMN
0
00
rn
sE§n!
y-
505
10 +00 11+00 PROFILE - 116TH AVE SE 12 +00
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
IN AN
HA GENS ON DETERMINER THEME ACTT LOCATION OF ALaEXISTINGRUTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY FOR ANY AND ILL DAMAGES
CONSULTANTS, LL C AND PRIESERVE BE OCCASIONED BY HIS FAILURE TO EXAC
ANY AND ND ALL UNDERGROUND UTILITIES.TLY LOCATE
CIVIL ENGINEERING do LAND DEVELOPMENT CONSULTANTS /
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG
email H.Hagenson000MCAST.NET
1- 800 -424 -5555
SS/ONAL ECG �\v�\
EXPIRES 11/15/16
500
495
05 2.0' MIN FOR TRUNCATED
DOME SECTION PVMT. TEXTURE
Q, �$ 0
�PR\�ER - \O X10
CEMENT CONCRETE 6 MATCH EXISTING OR
SIDEWALK AND RAMP MIN. PROPOSED SURFACE
12 ASPHALT
SHOULDER ONCRETE
SECTION A —A
490 NOTES
1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS.
2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS.
3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01.
PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT. /FT.
4. SEE FIG. 3 -001 FOR CURB AND SIDEWALK JOINTS.
05 RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3 -011.)
DETECTABLE WEARING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH
WSDOT STANDARD SPECIFICATIONS 8- 14.3(3)
6. THIS DETAIL APPLIES To ROLLED AND VERTICAL CURB ROADWAYS.
2007 KCRS FIG 3 -014
CONCRETE SIDEWALK TO ASPHALT
SHOULDER TRANSITION
SURVEYED: SCALE
vE1T1tcAI: NAw tees
6- GRUSHID SURFACING TOP GUURSt
TYPICAL CROSS SECTION
NOT TO SCALE 116TH AVE SE
AND CURB RETURN
I -- RAMP CENTERLINE
1
CEMENT CONCRETE
PEDESTRIAN CURB
RAMP �
3/8" EXPANSION
JOINT (TYP.)
(SEE STD. PLAN F -3)
.41
J�. Jie
Jig
DETECTABLE WARNING
PATTERN (SEE DETAIL)
SIDEWALK
NOTES:
5'-C" MIN.
SIDEWALK
v1Y
Jig /
oQ
BUFFER STRIP
(TYP.)
SEE CONTRACT FOR
CURB RETURN RADIUS
CEMENT CONCRETE
� PEDESTRIAN CURB
B
CROSSWALK (TYP.)
(SEE STD. PLAN H -5c)
1. Avoid placing drainage structures, junction boxes or
other obstructions in front of ramp access areas.
2. Detectable warning patterns may be created by any
method that will achieve the truncated dome dimensions
and spacing shown. The detectable warning pattern area
shall be yellow, in compliance with Std. Spec. 8- 14.3(3)
3. Curb and gutter shown, see the Contract Plans for the
curb design specified. See Std. Plan F -1 for curb details.
4. See Std. Plan F -3 for sidewalk joint placement and
details.
5. Ramp slopes shall not be steeper than 12H:1V
D- 311106
4 REVISED FOR 8 Uri HORRORAL• HAD 1e�s/,ee1 CITY 0 F
PLANTERS HEH 3/19/1 �,Im. 1 "=20' tR
3 ADDED DETAIL HEH 2/5/14 HEH R ENTON
2 REVISED PER 8/16/13 CITY COMMENTS HEH 30 13 HEH
ONE INCH DATUM
1 INITIAL PERMIT SUBMITTAL HEH 1 13 CHECx HEH AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT Off MCH
BY DATE APPR A DNGLY NO. REVISION SCALE
ISOMETRIC VIEW
SIDEWALK RAMP
TYPES 3A, 3B, 3C, & 3D
Sheet I of o
ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DWG. NAME: F012 SP PAGE: F012
116TH SE PLAN & PROFILE
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
DACE:
5/1/13
FEIDBOOK:
PAGE:
C6
%*Fr: OF:
6 13
- NNNNAA
......................
I
x !
� I
N I
"O
a
o
n
n