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TYPE 1 CB
RIM = 93.15
IE
EX= 89.95
(18" CONC E)
/
IE
EX= 89.95
(18" CONC W)
J
I
IE
EX= 90.00
(18" ADS SE)
j
IE
NEW = 89.95 (18" W)
----_
w
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EX PHONE LINE -'--
_
j
EX
18" SD
_
-- ' ---
7 LF 18" DI
_ - ---------
--
0 0.30%
PLAT
BOUNDARY
m
18" CMP
I E= 89.50 (18" NW)
r
16 L 18" �I
a9.29%/
® 2.22% l EX 12" W /
I i l l
CB�4 I /
I/ / /
�/ EX OVERHEAD /
o / POWER EX
C�4A /
//
CONNECTION TO EX STORM
SCALE 1 "=5'
105:..........................................................................105
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N:
.
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m
6: .
M:
:.......................:
100................N
N
+ ' .......................
a:.
100
c)
LOT.22.PAD
10,
. . .
EL=96.00
11.12'
95:............................................:....EX
SDE
...............:95
GRADE AT X3 CROSS SECTION
GRAVEL
ROAD.
•
EXISTING GRADE AT X3 CROSS SECTION
---
J0:.............:...........:........
.................:....:....:....
NEW WATER
:90
EX WATER SERVICE TO
SERVICE TO
PARCEL
PARCEL N0. 2223056118 TO
NO: 2223056118
BE REMOVED OR ABANDONED NEW 18" DI
IE=89.84 .
85........................:...............................................:
85
Ln
u r
N
CV
CA
CA
0+00 0+60
GRADE AT X3 CROSS SECTION
EXISTING GRADE AT X3 CROSS SECTION
X3 CROSS SECTION
H: 1 "=20' V: 1 "=5'
SURVEY DATUM
AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT D
EX 18" CULVERT \
0
Q I
3
Q I
OF
ELLIOTT FARMS
A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
APPROXIMATE LOCATION EX WATER SERVICE LINE
FOR PARCEL NO 2223056118. CONTRACTOR TO
POTHOLE AND DETERMINE EXACT LOCATION.
MAINTAIN WATER SERVICE TO NEIGHBORING X3
PARCEL THROUGHOUT CONSTRUCTION 16
18" DI CULVERT
EX GRAVEL IE=90.05
a DRIVEWAY I
WA,rs9
SITE PLAN KEY MAP ,=
Z -
0 10' 20' 40'
SCALE: 1 "=20'
NOTES:
1. ALL CATCH BASIN OFF -SETS ARE TO
CENTER OF GRATE (NOT CENTER OF
STRUCTURE).
2. ALL STORM DRAINAGE PIPE SHOWN ON THESE
PLANS AS "SD" SHALL BE LINED CORRUGATED
HIGH DENSITY POLYETHYLENE PIPE SMOOTH
INTERIOR UNLESS NOTED OTHERWISE ON THE
PLANS.
3. NO PARKING FIRE LANE SIGNS SHALL BE
INSTALLED ALONG ROAD A.
N WATER SERVICE
--_ LINE ------------- ------------------------------- ------------
------------- ---.- -- ---
I -- -- o ----.. 18". DI IE=89.95 6". SIDE SEWER 1
�\
EXISTING GRAVEL ROADWAY
cn.. 8" W �� ------ -
-- --- - - - - - - - - - - - - - - - -�--- �-'----------N01' � --- - - - - - -
--- - ---- - ---- _ I
a�9?
" a I
------ _ate- 94------- - - - - - - - -~ - - - - - E
---- --- _
- - - 94.01 ��� L
�. I
------------I I
- - - - - - - - - - - - - - ----- 96 ----- CO 1 i CO \�1 IE=9�116"rW, ) f I
zZt
W I W W W W V� W W W W W DWI W W W W 1 -
r,- 1 24 WALL FOOTING { : I Lp 0 0 �-
/ I DRAIN CONNECTI N {
EXISTING 1 21 oo 95.00 {. 1 h'
/ g i CONTOURS 10' PSDE k 1 / \
q�
%� S X3 �) I
l /- / I 16 1 i 0 ly
/ o1 / 1 I c
.4 1 T 19 20 21 22 923 i �,
) 94.00 94.00 96.00 96.00 1 d I I I
> / � SSEi I N •
LOT LINE FINISHED GRADE 1 N I 25 I I \
(TYP) CONTOURS I 95.00 '
LE 1 / p P I I I
U-
rn
APPROXIMATE LOCATION OF
ALLEY 3 EXISTING SEPTIC DRAINFIELD FOR
SEE SHEET 14 1 T,A/LOT 222305-9118
.......................... .................................................. .................................................. .................................................. .................................................. .................................................. .................................................. .................................................. ..................................................................................................... :105
....:....:.. EX.. A W .: 50:....
16- LF 18" DI
80
GRADE AT'
STORM ALIGNMENT.
162 LF 18" DI ® 6.28%s
..... W/STANDARD.GRATE:.........
:STA. = 0+38.32, 0.00',
:RIM=93�8. 93.01
:IE :_-8J9.53-.(18" S)89.48
:IE = 89.93 :(18" E) EX CONC
:IE = -8�9.53 .(18" W)89.48
W/8TANDARD GRATE
STA = 2+00.00, 0.00',
RIM = 92 +092.45
IE: = :89:85: (18" S)
IE: _ :89,85: (18" N) : ;
W%80UD LOCKING UD
STA = 2+63.09, 0.00',
RIM 93.47 9.3359
IE = 89-98 :(18" E)89.95
IE _ �8r:(18" N) 89.95
IE :_ 90.98&:(67 S) 9:1.05
EXISTING: GRADE AT
STORM ALIGNMENT
STA.: = 2-17 . _ . , _. _ _', EF 2+75.58, 3.03' LT
RIM = 93.26 92.92 • . • • • • • •
IE _: 91.08 (6" $) : :
IE 91.08 (6" N) . . . .
�.I......................................................................... 90
85
STA: 3f45.23; - , 1..60; LT
RIM . _ 8-.94.01 •
IE 91.81 (6" :W) :
IE = 9.1.81 (:6" :N)
80
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GRADE AT STORM ALIGNMENT
EXISTING GRADE AT STORM ALIGNEMENT
TRACT D STORM PROFILE
H: 1 "=20' V: 1 "=5'
HORIZONTAL DATUM: VERTICAL DATUM:
HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE
RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF
WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON
OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS
CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING
BEING S86`32'23°E. 98.199 FEET(NAVD88).
1 I RECORD DRAWINGS AS -BUILT
2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1. 2022
NO.
REVISION
MTS 4/ 15/22 BJT SURVEYED:
MTS 6 21 22 BJT
' MTS
WAS': KLB
CHECKM.
mia
BY DATE APPR APPROV k.BJT
SCALE: PLAN: 1 "=20' Vey_ NAw 1M
PROF: H 1 "=20' HoFaoNrAL• ""°'+�es'»e'
V1 "=5'
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
RENTON
Planning/Building/Public Works Dept.
O
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PPROXIMATE LOCATION OF
O
XISTING SEPTIC TANK FOR TAX
O
OT 222305-9118
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DATE: J U
AS -BUILT ROAD AND DRAINAGE PLAN AND PROFILE 6/21 /22 LLI M
T R I P O I N T E FIELDB001C
(425) 455-2900 P"M
DRAWING NO,
15900 SE EASTGATE WAY. SUITE 300
BELLEVUE, WA 98008 =16 0`46