HomeMy WebLinkAboutR-386804CIO
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C17
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1
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CQ
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Iq
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LOCATED; A SEPARATE SIDE SEWER
PERMIT
A3 NOTE: ALL CHANNELIZATION MARKINGS PER CITY
WILL BE REQUIRED FOR LOT 1
INSTALL
ARROW PER COR STD. PLAN #H008
STANADRD PLAN #HO02, SEE
THIS SHEET.
SDMH
CB
0 LOCATE
WITHIN TURN POCKET PER STD.
EX. CURB LINE
RIM=473.32
[INV=468.2
RIM=472.75
INV=468.
1(12""N)
PLAN
#H002
-SDMH
(UNABLE TO OPENS
12"S)
VAULT A(_(_ESS
SDMH
I 22'
RIM=469.55
ASTA. 10+59.20
S
RIM_ 47C
INV-4
INSTALL ARROW PE C S D. HO
LOCATE WITHIN R POCK ER D.
Cg
RIM=470.51
3Q
RI C/0
RIM=469.5
TUR�POL�KE��LrENGTH
STOP BAR PER COR STD. PLAN #H008
PLAN HO 2
#
INV=468.72
4"N
TO BE 84' CB
`
SDMH
INV=467.85(12"S
.�6 RIM=479.21
I NV=46 69(12"NW)
RIM=470.42
INV=4 6.91 12 SW INV--
476.30(12" )
(UNABLE TO
OPEN)
G
INV- 66.91 12"W) INV=476.27(12"
)
STA. 0+00, 156th AVENUE SE
G
47�
STA. 10+00, SE 2nd PLACE
ONC C B & GUTTER
NEW SIDE SEWER
CALCULATED ELEV.=468.33
NEW WATER SERVICE
TIE TO EXISTING PAVEMENT
MARKINGS
CB SSMH
RIM=483.30
RIM=479.20 INV=471 .9(E,S,W)
INV=476.54(12"S) (CENTER CHANNEL)
CALCULATED CENTER SECTION _ CENTERLINE 16' DRIVE\
PER REC. N0. 20040723900002
2" DI CN SE 2nd PLACE PER STD. DWG. #104.1
8c PLAT 229/034-042 p 1 _ STA. 12+11.10
1 0 - - -, _ 12+00
S S M H _ +
d-
RIM=470.84 I I ��= 131' -1 -� CONC. CURB - S
INV=461.62(E,SW) =3 •0' II & GUTTER �' °Ole DI J-
STA. 0+43.89 23.0 (CENTER CHANNEL)
)
ANGLE POINT IN CURB AND GUTTER r ` `
Q _ c .
FL=466.46 SD C/0 �8 -
4" GAS
N 87°5 '4 'i W S 88° 14' 8"E-BLA) RIM=469.47 � ;�� � - ( I
�. 87.85
EXISTING STORM VAULT GRATES K �� GND=470.78 ` 173.3 80.03' --
WERE LEFT AT EXISTING ELEVATION, TOW=471.00 18' m C/)
AND WERE NOT RAISED PER A FIELD INV-467.04 i GND=468.73 CENTERLINE 16' DRIVEWAY D 18 ASPHALT
REVISION. / TOW=470.00 PER STD. DWG. # 104.1
APPROXIMATE LOCATION \ v' SEWER O DRIVEWAY
STA. 11 +37.07 UB LOCATION O �+„ Q
OF STORM VAULT I �. 1 \ O _j
VAULT ACCESS
RIM=464.16
RAISF ArrF�'� MANHOLE LID
TO FINAL GRADE
SDMH
VAULT ACCESS
RIM=462.97
APPROXIMATE LOCATION
STA. 0+84.81 23' LT. OF STORM VA
ANGLE POINT IN CURB AND GUTTE =452.E+/-
STA. 1 +34.00, 25' LT.
ANGLE POINT IN CURB
AND GUTTER
SDMH
ACONNECT 8" D.I.
PIPE TO
VAULT ACCESS
CMP STORM PIPE
RI =
W/8" FLANGExMJ
CONNECTION
IE-450.18 12"( )
IE=455.08, 8"(S)
'
0 21.29LF., 8" D.I.
@S=2.8%
(PUBLIC)
0 AS -BUILT PUBLIC
CB 1, TYPE 1
RIM=458.51
RIM=459.06
IE=455.76, 8" SE) INV=455.1
1 12"N)*
IE=455.66, 8" N)
INV=455.1
1 �12"SE)*
INI\i=455.1
1(12"S)*
STA.
1 +66.67, 22'
LT.
LINU k UMn, l2U I I LrC HINU JIUtVV/ALr\ ❑
=457.74
SEE ENLARGEMENT LEFT
FOR TEMP. RAMP TO ASPHALT
RIM=457.37
/=455.23 12"E)
/=455.23 12"N)
SDMH
VAULT ACCESS
RIM=455.65
IE=443.90, 8'
TEMP. ADA COMPLIANT ASPHALT RAMP
011
GND=466.78 CENTER FLOWLINE CURVE
TOW=469.00 STA. 0+54.32, 56.35' LT.=35.
5
1 ,
GND=464.78 LR=44. 37'
`
' TOW=467.80
' TREE TO BE
NEW KEYSTONE BLOCK WALL RETAINED (SAVED)
Q
Q
I
1
E, 1
1
1
. 1
1
1
1
`
TOW=465.20 Ln
0
1
1
Ln
4" WALL DRAIN
w�
`
@S=1.00% (MIN.)
-
CD
o
w `n
ao
' %
: YARD DRAIN TYPE 40 0
GND=460.40 AS -BUILT LOCATION
1 w •'
N
-J W m
m
I 03co
Ln
W
00 -4-
Ln N -
00
0 0
z 0
Ln z
1 TOW=463.00 GRATE=471.36 6" STUB
' IE=468.61, 6"(E) IE=470.02, 6"
IE=468.26, 6"(W)
' GND=458.82 _ -----
' TOW=462.00 ____-----
`'� PVC @S=9 TREE TO BE 8 PVC
pFZNATE (SATED)
RETAINED;PEP
1O _----_
1 12.93' 23"C
S 88°00'38" E 199.07'
�L - (S 88° 19'30" E-BLA 12"
TOW=4 2.00 ) S CP p
C
IC/5
SEPARATE BUILDING PERMIT REVIEW IS
REQUIRED IF WALL HEIGHT IS GREATER THAN 48".
HEIGHT OF WALL MEASURED FROM BOTTOM OF BASE
ROCK TO THE TOP OF THE CAP ROCK
S
A °
12"CPEP
CB
RIM=481.35
INV=479.27(4"S)
�12"CPEP INV=478.32(12"E)
APPROACH LNE
t=t=t=t®!t8
IS"
24'iii 4" WHITE TYPE 'I'
LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REFL.)
NUMBER AND LOCATIONS OF ARROWS
APPROACH LINE LENGTH ARROW LOCATIONS rOR A
20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR)
50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE)
125-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS
OVER 300' AT 100' INTERVALS
SKIP APPROACH LINE
t iEll
i
15'
9' � -1 3'�
4" WHITE TYPE 'I'
LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REEL.)
LANE LINE
4"
9' 15' 3'fF 4" T WHITE TYPE I
LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REEL.)
CHANNELIZATION MAKERS DETAIL
�SY p ADOPTED
V� CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DA_E I REVISION BY PPR'D DWG. NAME: H002 SP PAGE: H002
Tank Number
Rect. Notch
(width)
Rect. Notch
(height)
Orifice 1 diameter
Orifice 1 height
Orifice 2 diameter
Orifice 2 height
#2 original
0.08
0.1
0.83"
0.5'
0.5"
4.22'
#1 original
0.08
0.4
0.84"
0.5'
0. 6"
5.3'
#2 current
0
0
0.83"
0.5'
CLOSED
4.22'
#1 current
0
0
1.3"
0.5'
1.13"
5.3'
M
15'X22' EXISTING PUBLIC STORM
EASEMENT (EXISTING)
\AS-BUILT
���
� A 3' ACCESS GATE SHALL BE PROVIDED BY THE %
(PRIVATE)
CB
DEVELOPER BETWEEN THE STORM DRAIN EASEMENTS
°�
RIM=475.59
(REC. NO. 200507070000727 AND REC. NO. 200507070000728)
RIM=462.04
LL
w
INV=465.69
12"N) AND ANY FUTURE FENCING ALONG THE SOUTH PROPERTY LINE OF LOT 2.
IE=457.11, 6" E)
z
z
-
36.10 NEW R/W
INV=465.59
12"W)
„
IE=457.79, 4 N)
w
30' EX. R/W
6.10'
IE=457.04, 8 NW)
w
INSTALL 12" PIPE W IN
z
z I
LLJ
BACK
OF SIDEWALK @ 36
R/W DEED
ON RECORDDRAWINGGRAPHIC SCALE
SLEEVE UNDER WALL
0
U
23'-25'
MIN. 12"
RUCTIONRDDRAWING IS A COPY OF A CAD FILE PREPARED
SEPARATION THIS CONSTRUCTION EORDDI
20. 6LF.. 8" D.I.@S=6.20%A
1
,
19
BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED 0 10 20 40
INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD
PAVEMENT RESTORATION ON THE STREET SHALL BE PER CITY OF
RENTON STANDARD TRENCH RESTORATION AND PAVEMENT OVERLAY
STANDARDS. HALF STREET GRIND AND OVERLAY OF THE STREET MAY
BE REQUIRED BASED ON THE FIELD CONDITIONS AND SHALL BE FIELD
SPECIFIED BY THE INSPECTOR.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
WASNO�'�',� 5
4
° 2
�O 27460 O 1
�Fss ONAL��'��\
02/21/2018 N0.
C3�
T
LO
0
LO
00
O
O
O
1
Q
J
SAW CUT
2%
KEYSTONE BLOCK
VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY 4 SITE SURVEYING, LB, ON
JANUARY 25, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE
- - - - -
2% -
WALL MAX. HEIGHT 4
WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED
- - -
4" WALL DRAIN
20
PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. I inch = feet
4" MIN. CLASS "B" ASPHALTIC CONCRETE
SIDEWALKBETE
RECORD DRAWINGS R-386804
PAVEMENT- 2-2" LIFTS REQUIRED
8'
LANDSCAPE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
6" MIN. CRUSHED SURFACING TOP COURSE
STRIP
CRUSHED SURFACING BASE COURSE TO BE
0.5'
VERTICAL CURB
DETERMINED BY GEOTECH BASED UPON
156th AVENUE
SE
Q
AS -BUILT
REVISED PER FIELD CONDITIONS
REVISED PER CITY COMMENTS
REVISED PER CLIENT
REVISED PER CITY COMMENTS
(PUBLIC)
N.T.S.
DLO
02/21 / 18
SURVEYED:
HANSEN SURVEYING
SCALE:
SCALE
VERTICAL; NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
•
CITY OF
V- RENTON
VZOOF
Planning/Building/Public Works Dept.
DLO
10/16/17
DESIGNED:
D.L. OFFE, P.E.
DLO
6/28/17
DLO
8/16/16
DRAWN:
ONE INCH
DLO
8/ 1 8/ 1 5
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
I APPROVED:
MAIR SHORT PLAT
ANDREW MICHAEL CONSTRUCTION, LLC
ROAD WIDENING/GRADING PLAN
13606 156th AVENUE SE
J
0-
F_
DATE: cc
Fl02e/K 1 /2018 O
PAGE: V )
DRAWING NO: Er
2 SHEET: 4 OF: 8
U