HomeMy WebLinkAboutR-3971090
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SEE SHEET FR-03 J I \
FOR CONNECTION
DETAILS
-2-Q-84
\ 297.8
' TO AlGRADE REA /
\\ A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
\ \ 18'
\I 1.5' FRAM
"O
I AREA DRAIN \ TOP=291.33 �O
TOE=287.85 1/
RIM=289.85 .•••.•
-- I.E.=286.35 A �� ��oll
77i.,
Ti I
_ J
293.99 292.11
FFE= 28R.93 \
290.71 1 288.32 I \
TOP=290.81 j I
TOE=291.67 85. TOP=287.94 \
BLOCK WALL SEE 4 6
1 2 3 I� 11284.08 TOE=283.38
I�rj
DETAIL ON SHEET 2 GFF=
GFF= GFF= III
GR-05 285.80 285.20 283.76 ji GFF= .76
AREA DRAIN i�l 281.44 282.10
TOP=288.00 RIM A DRAIN AREA DRAIN TOP=282.00 \ \
TOE=285.99 y -----T ------ ~'!i RIM=282.50 TOE=281.95
C --- T- - ---- -- -- I.E.=278.06 I.E.=279.00
I I - ---' -�--- `-- � -- 281.72 � TOP=282.00
GRADE TO DRAIN -------'- ----- _ TOE=281.71 B
-_-____ RIM-278.94 \
TO AREA DRAIN TOP=286.01 ------
TOE=285.94 - / ALLEYS __ ___ '_---
- / ��
6' MAX. WALL TO BE
CONNECT 4"0 WALL ' \ . '� DESIGNED BY OTHERS
l DRAIN TO AREA DRAIN SEE ROAD & STORM -
---------------- ` a
-------------0.._-____ SHEETS FOR
AREA DRAIN CONTINUATION TYP. ---------------- - -' f AREA NiNAB
RIM=285.06=__-___� (TYP.) ----------- � •
BEGIN ONSITE & OFFSITE I.E.=282.06 - ___\_ - RIM=282.56 TOP=282.98
INTERCEPTOR DITCHES U; ii---- - I I.E.=279.04 TOE=279.64
C GFF= _ /
C 284.08 8282.4.06 GFF9 GFF= GFF= \
• li s 280.92 280.03 DRIVEWAY ENTRANCE PER \ o
COR STD PLAN 104.1 (TYP.) \
8 g
10 TOP=280.65 \
f1' DEEP OFFSITE 9; \ TOE=279.26
\ , FFE=277.39 S ' \ ` TOP=280.52
INTERCEPTOR DITCH v AREA DRAIN I FFE= TOE=277.99
W/3:1 SIDE SLOPES I RIM=276.39 PERMEABLE PEDESTRIAN 275.37 / \ \ \
i I.E.=272.8s PAVEMENT SEE DETAIL TOP=277.81
\ TOE=277.94
ON SHEET DT-03 (TYP.) - PUBLIC SIDEWALK PER
- �- LI A COR STD PLAN 102
' -- ------ T-T 275.92
276.30 TOP=277.73 \
275.96----- r--- -+�----------- _ 274.64 TOE=277.90
275.77 275 92 - ---- - ---- ---- AREA DRAIN I
274.85 274.91 RIM=274.2� TRACT G
' L��J.20 � ��
18" SEAT WALL. 275.93 275.88 275.87 274.94 276.4 TOP=278.00
� TOE=277.90
------ - 275.21 1 275.61
SEE LANDSCAPE -'-- ---- ---_ 1 277. 277.26
r-------- - ---- 275.23
PLANS FOR 1 ---- ------ -- 277.20
DETAILS -- -rL- ------
TOP=277.5 I AREA DRAIN AREA DRAIN --"-� ---- r RIM=278.69
�i AREA DRAIN /
TOE=275.9 RIM=275.57 RIM=275.32 AREA DRAIN --N ten I` '
I.E.=272.07 RIM=275.31 AREA DRAIN I ;-------------------_---- _= LE.=276.69
/ LE.=271.61 I.E.=271.13 RIM=274.87 RIM=274.49 li '--L----- - i -- ;
/ I.E.=270.49 I
VVV FFE=276.00 - I.E.=269.58 i FFE= -
FFE- FFE=276.27 � � �� TOP=276.37
1 2 1 3 FFE=276.00 274.24 276.07 276.31 TOE=276.09
14 15 Q \
f 1 ' DEEP ONSITE J 1 AREA DRAIN 16 17 18 8"� WALL DRAIN PIPE \
INTERCEPTOR DITCH W/3:1 I RIM=265.91 GFF=267.53
I.E.=264.72 GFF=267.72 GFF= I Q j 1 g 2 21 22 I TRACT H
SIDE SLOPES (TYP.) 267.91 _
0 67F95 GFF=268.60 69 60
-_ ---
\ - AREA DRAIN 271.
-- �- �-_�_____ � RIM=269.79
-- I.E.=266.29 '
---------------------------------- ' 271.99
_ ALLEY ---------- �--�----- o ,
C --- --- 269.93
----------------------------------------------- ------------------
START 8"� SD OFFSITE _ '
INTERCEPTOR DRAIN AND - '�_ ALLEY ONSITE INTERCEPTOR I Y D
u \
DITCH. SEE SECTION A -A DRAIN AREA ------------------------III I � - � -
ON SHEET GR-03 I ' _- 5' MAX. WALL TO BE
DRIVEWAY ENTRANCE PER DESIGNED BY OTHERS
COR STD PLAN 104.1 (TYP.) ; \--------
G
GFF=266.11----_---- -
GFF=266.31 FF==--__ -_
266.06
MATCHLINE - SEE SHEET GR-03
1 5' FROM
4' TALL SPLIT RAIL
FENCE. SEE LANDSCAPE
PLANS FOR DETAILS
VARIES
8' PLANTER
4' TALL SPLIT RAIL
FENCE. SEE LANDSCAPE
PLANS FOR DETAILS
3.51'
EX. CURB
- SOLDIER PILE W/PRESSURED
TREATED LAGGING PER STRUCTURAL
PLANS I HIGH MAX.)
SECTION A -A
SCALE: 1 " = 6'
4' TALL SPLIT RAIL
FENCE. rL AT 6" INSIDE
_,,PROPERTY LINE. SEE LANDSCAPE
\ i PLANS FOR DETAILS
DRAIN (TYP.)
TOP=295.92
AREA DRAIN \ �� �0E=295.43 �
RIM=293.64 TRACT �I
I.E.=290.12
8"0 SD PIPE ® 296.12
18" SEAT WALL. SEE I 94•28 S=2.00% MIN. (TYI TOI4.25
94.05 AREA DRAIN TOE=289.68�.
LANDSCAPE PLANS _ RIM-290.63 295.86 `
FOR DETAILS I.E.=287.33 \
TOP=295.0 292.50 `
TOE=293.5 � . � A
3.30
293.14
292.70 - 89.10� 7
292.94 ^,
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
DOES NOT \CEUDE
ASBU ET \FORMAT 0\
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
NO. I REVISION
ESM 08/30/17 SURVEYED:
ESM 11/15/17 DESIGNED:
ESM 01/03/18 Pam'
DRAWN:
DCL
CHECKED:
BY I DATE I APPR I APPROVED
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
EXISTING
GROUND
8' PLANTER
1 ri
EX.
CURB
&
GUTTER
SOLDIER PILE W/PRESSURED
TREATED LAGGING PER STRUCTURAL
PLANS (I HIGH MAX.)
PROPOSED CURB
& GUTTER
SECTION B-B
SCALE: 1 " = 6'
OFFSITE
INTERCEPTOR
DITCH
SCALE: 1 "=4'
TOP=273.43
TOE=272.27
TOP=273.16
TOE=272.77
TOP=269.00
TOE=268.56 \
VERTICAL: NAVD 1988 •
HORIZONTAL: NAD 1983/1991 CITY OF
AR RENTON
DATU M •
Planning/Building/Public Works Dept.
PROPOSED
BUILDING
ONSITE
INTERCEPTOR
DITCH
0
lq-
0
U
SCALE: 1 " = 20'
20 10 0 20 40
0
ABBREVIATIONS:
n
0
FIFE = FINISHED FLOOR ELEVATION
0
AT FRONT ENTRY
0
GFF = GARAGE FINISHED FLOOR
I
AT FRONT OF GARAGE
Q
NOTES:
J
1. FOLLOW THE RECOMMENDATIONS
OUTLINED IN THE GEOTECHNICAL
REPORT BY ASSOCIATED EARTH
SCIENCES LLC, (DATED JANUARY 18,
2017) FOR SITE PREPARATION.
2. SEE SHEET GR-05 FOR SEAT WALL
AND STAIR DETAILS.
3. SEPARATE BUILDING PERMITS MAY BE
0
REQUIRED FOR REVIEW AND
APPROVAL OF THE STAIRS.
0
REFERENCE IBC FOR REQUIREMENTS.
0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
GRADING PLAN
UTILITY PERMIT #
01/23/18
FIELDBOOK:
PAGE:
DRAWING NO:
GR-02
SHEET: OF:
55
R-397109