HomeMy WebLinkAboutWWP2703962.3L6
0
0
0
n
440
420
400
380
NE 114 OF THE SW 114 AND SE 114 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASH/NGTON
Uj
(o
W
Q
o 0w
0
0Of
ZO
N N
(n
C,4 +
M
� Ln
~IF4-I¢
Z (/) to L
IJ
J W
N
EXISTING GRADE EXISTING GRADE UX APPROXIMATE
AT SAWCUT LINE AT ROAD QLFINISHED GRADE
_ 1 193" AT ROAD FLOWLINE
- ---- - -- --- 0.97%'
Mi
STA 11 +7149, 41.77' LT
RIM=413.23
IE=407.60 (1f0) S,NW
EXISTING GRADE FINISHED GRADE
AT ROAD / AT SAWCUT LINE
IN
N
0
ALE: HOR: 1" =2
VER: 1" =1
STA,11
1.62 1 STA. 10+
.84 (1 *is.
IE= 401.6
IE= 401.6
IE= 401.5
1.57%
T, 4870 1 25 L.F. 12'
.84, 25.67' LT. NOTE*
TO BE CORE DR
CO IN W RE -CHANNELLED
�8"O� IN 'N
8"O OUT �E)
h
O
(
qtoo
.A
WITH 8" x6" WYE
EXST. SSMH 33-2
AIIITC. (AK1T0Al1T(l0 Tn VCDICV
Qi
Q
W
N �
Wo
N
00
O 0 Uj
V)
Z C) C:)
U C) C, N
+ + !'
N p (D O
Of — CV
W r Q I II
1.81 % /
PVC
STA 10+43.59, 21.23' LT
--
RIM=411.21
IE=408.68 (1Y0) W
0 1.28%
mAmmotff
ILLED AND
FOR NEW
)NNECTION
STA 10+46.85, 46.12' LT
RIM=410.63
IE=408.36 (12"0) E
IE=408.34 (12"i) N _.
'o
440
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.
TOGETHER WITH:
THE SOUTH-' 14ALF OF LOT 15, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE
PLAT Thz, RFCORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING
COUNTY, W. - 4
SITUATE IN THt COUNTY OF KING, STATE OF WASHINGTON
VERTICAL DATUM - N4VD-88
NORTH AMERICAN VERTICAL DAT
420 BENCHMARK
PROUECT
FOUND REBAR AND CAP rW L ' 44651(AS SHOWN ON MAP)
ELEVATION = 409.72 FEET
PROUECT BENCHMARK. -
CITY OF RENTON MON11640
3" BRASS DISC STAMPED "KING COUNTY SURVEY MONUMENT" IN CASE
FOUND CO-ORDS:
N=170649.17
400 E=1305835.94
ELEVATION = 465.87 FEET
BASIS OF BEARING
THE MONUA, CENTERLI'E OF 108TH AVE. SE, AS THE BEARING OF N 01'4332" E
EQUIPMENT A 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
MSIS OF BEARING. -
THE MONUMENTED CENTERLINE OF 108TH AVE. S.E.,
AS THE BEARING OF N 01'4332" E.
�- r c - �r - - ( r I
15 x12
I I POWER ESMT. �� SIDE SEWER CLEANOI�T I -' > ;D -3-0110
II •. I ( IE=404.00 1
COTTAGE B ` /, so COTTAGE C
, I
Stijl) I FF=410.50
I I
20' CITY EMERGENCY
ACCESS ESMT
SIDE SEWER CLEANOUT
IE=404.50
NOTE: VERTICAL SEPARATION
MAINTAIN 127 MIN
3'X6' WATER ESMT -j
LEGEND
- STORM
PIPE
DRAIN
PIPE
- - - - - - - SEWER
PIPE
WATER
PIPE
- POWER
PIPE
- GAS PIPE
S EX -SEWER
0 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 IMMED14TELY 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
�aj�aE�ja5�5
2�j- aj�
Q
o r
wrT
a I to
�000
I �I
Q (D "
u- o
o
I� d
r- CV
I cV
ao
Cn N to
O_ Z Z
(o (o to
Z Z Z
O
Z m�
0 0 0
M m m
0 0 0
E
U
W
U U U
Y Y
W W W
U U U
Y Y N
U W W
o
afw
Z U U
afwW
W U U Z
�v)V)a(o(oQ
Q 0 0
w o o
_ (o (o
0 0=
o O O U
(o (o
W W W
a a a
tW Q
W W W
a. a
r r
o
Q
0
N CO
I
IC) r
0
r M
N N N
� M
C c0
LnLn
N�
is
C d u
(n W C.
E
0
6,)
a
0
u
V
G
�2
W C
Z
>¢
N •�
00
N O
o
F
�?
Z
Z
02
Cf)
2
ZW
w
o
3:W
W�
w
�
�
Cd
WQz
o
w
_
,J
Q
_
w
W
L.L.
CO
w
Z
co
�
o
0
0
..
FZ
O
�
W
E• VjL
of WAss
�Q
40908�
*, ISTERF�
SSIDNAL'���
JOB NUMBFR-
16-137
DESIGNED
DRAF
Dr
7
SCALE:
1 " =20'
JURISDICTION:
SOOS CREEK
BASE MAP C2
DRAWING:
C-137
SHEET 3 OF 6