HomeMy WebLinkAboutS-396204NE 114 OF THE SW 114 AND SE 114 OF THE NW 114, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHINGTON
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420
EXISTING GRADE -__---____-- -
EXISTING GLADE APPROXIMATE w
AT SAWCUT LINE AT ROAD ? FINISHED GRADE w
1.19% AT ROAD FLOWLINE �
----_ 0.97%
--- --- 1.57%
--- --- ��__ 1.81% /
--�2'--PAV,* 0 2% (PRIVATE) — — —
72 LF. 1 f SD 0 29 LF. 12� SD 0
n 07M /nonIATr\ i
STA 11 +71.49, 41.77' LT
RIM=413.23
t=407.60 (12 0_ S,NW
EXISTING GRADE FINISHED GRADE
AT ROAD AT SAWCUT LINE
^o 0
STA 11+43. EX4I�A�iFAT7, 48"0
RIM=411.62 ISTA. 10+88.84, 25.67' LT.
IE=407.84 (1 A5.48
IE= 401.60 6-0 IN W
108THAVESE IE=401.60 �8"O� IN �N
SCALE: HOR: 1" =20' IE= 401.50 TO OUT E)
VER: 1" =10'
`t a -
STA 10+43.59, 21.23' LT
RIM=411.21
IE=408.68 (fro) W
25 LF. l f PVC 0 1.28%
NOTE*
TO BE CORE DRILLED AND
RE -CHANNELLED FOR NEW
S.S. STUB 8" CONNECTION STA 10+46.85, 46.12' LT
WITH 8" x6" WYE
RIM=410.63
IE=408.36 �ltO� E
IE=408.34 l tO N
EXST. SSMH 33-2
NOTE: CONTRACTOR TO VERIFY
EXISTING AND PROPOSED OTHER j
��4J8 (CALL) UTILITIES 0 PROPERTY S.S. t" ,
STUB(S) LOCATION PRIOR TO
-rr�i� �AF�r r CONSTRUCTION
(S.S. STUBS= REQUIRE LINE &�. tf
4P c3 70 0 2E375 GRADE 2% MIN INSTALLATION).
EX SEWER
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EX SEWER - - In --- -
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13+00 ON PAGE C2.140,
— — + 1 12o0 1 108THAVE SE ' 010+00
_, � , 1 1 +00 � SHEET 6 OF 6 ► ONSITE ESMT
I I + + + + 29-23-5
EX SEWER SERVICE o
TO BE REMOVED Ftco
RAISE TO FINISHED GRADEIRAISE TO FINISH GRADE.89
~ SEE NOTE 1 I SUBJECT TO SCWSD STD I -EX WATER3 FROM SERVICE EX SEWER N M
- EX SEWER SERVICE DETAIL AND REGULATIONS MAIN
------------------- '+ FROM SERVICE
---_�. ---o--------------------------------- - TO BE REMOVED •- ---- i----- -_�--- n ----------------------T - -
- --
v -- _ i-
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-----s---- s-- -s--- _- —-s - -- s ----s----s--�--s-----s—
_ ----
dam
GOP AL 'Main
-- - ,
EXST. SSMH 33-7
8" x6_ WYE
F -t
15.5' R W DEDICATION I d 15 ' I 6" MIN SS r 6" MIN SS o o i 54
110' A WATER i i _ cn cn i 1�
_ ®2� MIN 0 2% MIN
'- C' _ I GAS I' ESMT r I — — — w \
TAX 1— r1 TS.� � I I
r ESMT �I �> -o -- �T: 4.5' R W DEDICATION W
4PUJc370C0 2--1 i i ii W �� 15 xf12' �[77;--^,7.7L.��_ ��_0_ -- ri ^�.�.� /
POWER ESMT.
--i SIDE SEWER CLEANOUI T
b: _
I I I
I #�9�170i=.000T"I COTTAGEB fi
FF=410.50 COTTAGE C
j FF=410.50
20' CITY EMERGENCY SIDE SEWER CLEANOUT
ACCESS ESMT IE=404.50 3'X6' WATER ESMT—/
NOTE: VERTICAL SEPARATION
MAINTAIN 12" MIN
SURVEY INFORMATION
LEGAL DESCRIPTION
LOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON.
440
TOGETHER WITH. -
THE SOUTH HALF OF LOT 15, BLOCK 4, AKER'S FARM N0. 5, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING
COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
VERTICAL DATUM - NAVD-W
NORTH AMERICAN VERTICAL DATUM-1988
420 --- --- -- - - — -
PROJECT BENCHMARK -
FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP)
ELEVATION = 409.72 FEET
PROJECT BENCHMARK•
CITY OF RENTON MON11640
3" BRASS DISC STAMPED "KING COUNTY SURVEY MONUMENT" IN CASE
FOUND CO-ORDS.-
N=170649.17
400 E= I J05835.94
ELEVATION = 465.87 FEET
BASIS OF BEARING
THE MONUMENTED CENTERLI.V/E OF 108TH AVE. S.E., AS THE BEARING OF N 01'43'32" E
EQUIPMENT & PROCEDURES
METHOD OF SURVEY
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION.•
LEICA TCRA 1105 ROBOTIC ELECTRONIC TOTAL STATION
380 PRECISION -
MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
84S/S OF BEARING.
THE MONUMENTED CENTERLINE OF 108TH AVE. SE.,
AS THE BEARING OF N 01 '4332" E.
SCALE: 1" = 20'
20' 0 20' 40'
LEGEND
STORM
PIPE
DRAIN
PIPE
- - - - - - - SEWER
PIPE
WATER
PIPE
P POWER
PIPE
-- '° GAS PIPE
S EX -SEWER
o CLEAN
OUT
NOTE
1. EXISTING MH-33-7 TO BE RE -CONSTRUCTED TO PROVIDE FOR
NEW SIDE SEWER STUBS. CORE DRILLING AND RE -CHANNEL
AS REQUIRED. SET RIM ELEVATION PER STD DETAIL S.2.
TOPOGRAPHIC DISCLAIMER
S=396204
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
PLAN REVIEW # 04-1346
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
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40908
.ISTER_1�1G1
JOB NUMBER: 16-137
DRAWING NAME: 161J7A-SS-PP
DESIGNER: MEV
DRAFTING BY: NC
DATE: 5-25-17
SCALE: 1"=20'
JURISDICTION:
SOOS CREEK
84SE MAP C2
,RAWING: C-137
SHEET 3 OF 6