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FOUND CONC MON IN CASE
W1/4 CDR - SEC 11 -23 -05
ELEV.= 512.02
STA. 100 +00
CAST IRON RING
AND COVER
6" 45' BEND
6" CAP
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NEWNEW =R MAIN
`8 "X6" REDUCER
6" CLEANOUT DETAIL
PORTION OF THE NW 1/4, SW 1/4, SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
STA =1 1 1 +36, 6.0' RT
SURFACE CLEANOUT
W /CAST IRON RING & COVER
(SEE DETAIL DWG. 403.1)
RIM = 534.60
IE= 524.77, 8"
111 +nn
07 -11 -12
FOUOI AK NAIL & WASHER
01 S OF PROPERTY
of CORNER
o w
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Li N
N
CHAIN LINK FENCE—
IS 0.6' W OF SINE
07- 11--12
T.P. NO. 0638100213 FOUND REBAR & CAP
C,1' W & OX S OF
NE 8th STREET PROPERTY CORNER
CHAIN LINK FENCE _
____112 +00IS 1.0' N OF LINE
�— 298LF 8" PVC 9S= 1.509:.
-
°' 533.131' - -
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yp 5� 532.48,
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7C� ' _ -TOE F �,� 5.00' DRAINAGE Z SWAI_E oo + II
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T.P. NO. 0638100170
NOTE,
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIG: 1- 800 - 424 -5555
0 STA. 113 +09.97
1� 114 +00
- ^ -_ -- .......'.'ED.GE'.0 ..ASPH L.........
.. .=-= ' - = - -- SAW Ci1T LINE -u_, ..CON.C'.CURB
T.P. NO. 5214520030 .. ...'.'. W
b SERVED BY �� .',' I z
SEWER �y� W
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LO
Q585 NE 8th �. : r" Q
8t 7 SERVED BY (n
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• Lo I I.. c .. !. ' ' SEWER
HED .°
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° T.P. NO. 5214520020
w : `.. I o T.P. N0. HOUSE
1123059049 GQIyC. y i SS LO
r ° 111
o .' ' 4,.:'., z i AREA I
- 4: I
I 872 °o
n�'. SO.FT, z
DfiR�l/ NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
GR 4 VEL GARAGE T Mrrj, CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
DRIVEWAY' ? GGS 19 L .. I
-- -
Co
RIM- 530.30
IE =520.20, 8" S)
IE= 520.30, 8" �W -NEW)
07 -11 -12 —
FOUND PK NAIL & WASHER
0.1' S & 0." E OF
PROPERTY CORNER
IMIN MIN MIN I MIN MIN
rn
......I
6.5' MIN.
1' 1' 2.5' —.{ 1' 1'
... .. ...
MIN IMIN MIN IMINIMIN
2" CLASS 'B' .... ... ....
... ... FACE OF CURB OR . :. . :...... :......... ;...: :: : ::::.......... .
EDGE OF PAVEMENT
2" CLASS 'B' ACP CLASS 'E' OR 'B'
6" CRUSHED
*2" TO 6" SURFACING TOP COURSE
CLASS 'E' CENTER LINE OR
OR LANE LINE CRUSHED ROCK,
CLASS 'B' FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR PLBIOHLE PAVEMENT
L 6.5 MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CENTERLINE
GRIND OR SAWCUT AND REMOVE ADOPTED
car or ee�
e*Al -M euo
ur uesc iz/oe
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
n so m x DWG. NAME: HR -23 SP PAGE: 11032A
N.T.S.
OFFS ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425 -260 -3412
CONTACT: DARRELL OFFE, P.E.
SHE
gtD,
SERVED BY
t ^0 SEWER
Fn - qQ 79.65' �� 9V•00' BOX T.P. NO. 5214520010
�5 3
S87 "29'22 "E 174.65'
GATE h7
I T.P. NO. 1123059040 1 07 -11 -12
SEf 1/2" REBAR &CAP
NO.
REVISION
RECOMMENDED FOR APPROVAL
Byl Date! /j
Byl Date:
Byl Date,
113 +00
SCALE "°w°°° CITY OF
P.E., RENTON
P.E. eax DATUM
wrFla�� Planning /Building /Public Works Dept.
r xor oxe Ixal
scut sc�xar
E= 520.20, 8 "S,
IE= 520.30, 8 "�W NEW)
................. :................ ....... .............................
:.
114-+-00
4 0 4 8
vertical scale feet
20 0 20 40
horizontal scale feet
5859 NE 8th STREET
SIERRA HOMES, INC.
SEWER PLAN / PROFILE
CD; 5- 366002-
'01610-
11/12/201
FlOL90pC
22 - 33
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