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- CONTRACTOR SHALL COMPLY WITH THE CITY OF o L
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OVERLAY REQUIREMENTS. ~
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SE 162ND ST STA 1 Q+D = 1 +'AVE-SE STA--20*0 - .. - - - . - -- - _ - -- - — - — - F w - - -- S=� I_ � o 1- - -
- - d. — -- — _ - - • In - - - - — - - -
CONC MONUMENT 4Vf BRASS DISC - _ - _,� �:.
N 1700$4.65 q _ ca a "'
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E 1315d87.02 012 SE � 2N ST SEE S00S CREEK SEWER MAIN - -� LJ o I + w rs
~^ SS$' 29' 3$_90"E 1 d+SQ PLANS FOR SANffARY SEWELt
1+00 'MPRQVEMENTS �fiYF) - I
R2'M E 8 W&E-�47,�7,54 --- - -- ---- - --. - - 11+so I i �' ' 12+00
CB #9
12+50
)01
483.43t (j
- — RIM=483 43 -
EL CHK , — --
297 . A { 30 31, 13,00' RT
482-90f(E) END C 'AND GUTTER
---- - __ GRAE2:1 MAX&
MATCFr 'EX DITCH
S�q-GRADES
493.7 4'X5'X12," THICK RIP RAP
ACP RAMP, SLOPE AT 12:1
STA 1Q+37.99; 3R. — — fv�AX, M4TCH EX GRADE
w _ RAiif RECORDQRAWING �C 4' WIDE LANDING-
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zG INFORMATION -ADD D BY TERRANE, INC.
7STA 10+12.99, 37.99' RTlv� -
P f t� 5 SENTS THE RESU TSO
F�A—SURVEY CONDUCTED I JULY, 201
AAL L A-S"
1 W
LLI
495
475
470
455
CD
6
CD
+
EX TOP OF CURB ELEVATION Ii
rn o n o �u'� a
PROPOSED TOP OF CURB ELEVATION
0
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u
SLOPE AT 2.0% MAX
STA 1;1+30,3:1, -24,,00',.RT
END #)EWALIt
8
i 1
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I 1 07%
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1-79%
SEE SHEET C8 FOR 5D PROFILE SEE SHEET SS1 FOR SODS
CREEL( SEWER EXTENSION PLANS
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10+50
174 LF 12" SD 1,5%
EX GRADE AT ROADWAY CENTERLINE
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SE
162ND ST
PROFILE
SCALE;
HORZ. 1" = 10' VERT. 1" =
5'
CURB RETURN TABLE
NO.
❑
R
STA PC LOCATION
TOP OF CURB ELEVATION
STA PT LOCATION
PC
1 4
1 2
3 4
PT
89'58'41.7"
25'
10+12.99, 37.99' RT
479.55
480.14
480.09
480,57
480.74
10+37,99, 13,00' RT
Know what's befog.
Call before you dig.
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 307
Seattle, Washington 99104
ph 206.596.7115
cote rra en g i neeri n g. c o m
`u �-' 15 TF� 9 '
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NOTES
1.
SEE SHEET C2
& C12 FOR GENERAL NOTES AND ROADWAY DETAILS.
2.
TYPICAL TRENCH
SHALL BE PER COR STD. PLAN 220.00, DETAIL 5/C 13.
3.
SEE SHEET C7
FOR ROADWAY SECTIONS.
4.
ALL LOCATIONS
OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN
DERIVED FROM
FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE
BE CONSIDERED
APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND
IMPROVEMENTS
BEYOND THOSE
INDICATED ARE PRESENT AND IT 15 THE SOLE RESPONSIBILITY
OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION
AND TO
FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES
NOT SHOWN
HEREIN WHICH
MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.
SURVEYED;
7
SHARED DRIVEWAYS
MB
3 29 11
PA
DESIGNED:
me6
CITY COMMENTS
149
9 09 15
PA
5
CITY COMMENTS
M9
8 1 f 15
PAA:
MB
4
CITY COMMENTS
MB
7 Ol 16
PA
CHECKED:
PA
NC .
REVISION
H:Y
DATE
APPR
I APPROVED:
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12+00
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1 71 LF 12" SD
GO oO LO
QLn
IE 480.65
5_ CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION.
THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR
CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO
DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE THE
APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL ADJUST WATER LINE
ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES.
6 COORDINATE ALL WORK WITH CITY OF REN70N TO ENSURE FACILITY ACCESS IS MAINTAINED AS
LEGEND
MER 1
CB TYPE-1 1
CB TYPE-2 48"
C14
- - - - - - - STORM DRAIN MAIN
SANITARY SEWER MAIN
SANITARY SERVICE LINE
— — — WATER SERVICE LANE
WATER/FIRE MAIN
CURB & GUTTER 4
C1
ASPHALT CONC
PAVEMENT 1
495
CEM. CONIC.
PAVEMENT1
490
PERVIOUS 3
CONCRETE1
SIDEWALK
485
SAWCUT LINE
175 - PRCP_ F.G. CONTOUR
480
►1 WATER VALVE
PIPE OUTLET
475
465
12+50
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY
rstraka 06120/201
DEVELOPMENT ENGINEERING
Brianne Bannwarih M2212017
CURRENT PLANNING
mdavis 06/20/2017 0
REQUIRED-
7, PROTECT UTILITIES TO REMAIN,
S. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO CURRENT CITY OF
RENTON STANDARDS_ IONS I flU +`-nON PERM T SUBMITTAL
SCALE: DATE
VERIKAL: KRVD 1988 2 /+]11 1
10=10, NORI;QHi+y Nap ,91��,4g, CITY O F LI ELITE SHORT PLAT +3f G.7
FIELD600K.
RENTON 16204 114TH AVE SE, RENTON, WA 98055 WE
DRAWING N0:
ONE INCH �ATUn�
AT FULL P onning Building/PuUlic Works Dept,FRONTAGE IMPROVEMENTS
IF NOT ONEE iNC INCH
SCALE ACCORDINGO M 162ND ST r.FgT- pF;
R-398021