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STA 2 +45.81, 2.71' lRT. LiNC0'_N 41 V I I 0
RIM = 160.19
IE IN' = 148.09 (E)
P IF OUT = 147.99 (N) y T £
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J
NTERSECTION /
2 +45.82 = O +OO
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EX. CB TYPE I
RIM = 166.76
IE (S)= 162.27 I I
IE (N)= 162.22 IE= 163.04
I
. ®.A.. �H LL SHORT PLAT
PORTION OF NW 114 OF NE 114 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON
TW =160.0
BW =154.0
�'Z7. N,j6'IO'20 "W -
- f o
- -- . LOT 1
?i FF= 152 -0 MIN
I
00 \
1 6.5
... ........
EX. CB TYPE I
RIM= 183.89
IE (S)= 779.38
IF (N)= 179.13 1i f y
IO ZI I
` I
IQI
�-
3345700235 DR/ VEWAY �-
FF =159.7 -'
EX. CB TYPE I IE =193.1
RIM = 195.91
IE (N) =191.14
IE (S)= 191.34 I
F-
SET ENCASED ROAD I w
MONUMENT PER CITY W
Oh RENfUN STANDARDS I. !
0 INTERSECTION Q
-0 +15.81 = 0 +15.97
X 0
W �
I�
0
Iw
c�
Ow
60' R. O. W. LL
II
3
° -�
S88*0 28 "I
moo
NEW CURB FACE WILL BE 32' EAST
IE OUT = 190.0 (N)
OF THE EXISTING WEST CURB
til
ALIGNMENT. EXISTING ALIGNMENT
103.58
BEGI "'S AT STA 8 +00.
SEE SHEET 14B.
3
I_
195203.10
,I ,I
3345700c20
o
FF= 144.6�
d r
. ®.A.. �H LL SHORT PLAT
PORTION OF NW 114 OF NE 114 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON
TW =160.0
BW =154.0
�'Z7. N,j6'IO'20 "W -
- f o
- -- . LOT 1
?i FF= 152 -0 MIN
I
00 \
1 6.5
... ........
EX. CB TYPE I
RIM= 183.89
IE (S)= 779.38
IF (N)= 179.13 1i f y
IO ZI I
` I
IQI
�-
3345700235 DR/ VEWAY �-
FF =159.7 -'
EX. CB TYPE I IE =193.1
RIM = 195.91
IE (N) =191.14
IE (S)= 191.34 I
F-
SET ENCASED ROAD I w
MONUMENT PER CITY W
Oh RENfUN STANDARDS I. !
0 INTERSECTION Q
-0 +15.81 = 0 +15.97
X 0
W �
I�
0
Iw
c�
Ow
60' R. O. W. LL
II
3
rm
a 588'0928 E --
o D t G
� a
\ SSCO #2
STA -0 +07.3
B RIM = 198t MATCH FIN. GRADE)
° -�
S88*0 28 "I
moo
195412.11
IE OUT = 190.0 (N)
1
1304382.11
195361.55
103.58
2
1304354.29
195203.10
109.65
3
1304343.23
LOT 3� ��
124.48
FF= 175.6 MIN \
/ 00
194732.59
136.97
5
1304333.93
4
160.12
1_
1304455.88
194579.99
155.86
10 I] , TYP; _�S p
1304447.71
IE =180.4 MI
198.00
u
1O'TYP
�tl
LOT ;
FF =183.4 MIN
/ ul
I ' r
�
6 ,
rm
a 588'0928 E --
o D t G
� a
\ SSCO #2
STA -0 +07.3
B RIM = 198t MATCH FIN. GRADE)
° -�
S88*0 28 "I
moo
195412.11
IE OUT = 190.0 (N)
1
I I3 I
� � J
U U m ( I
warn �
WETLANDS FLAGGED BY J.S. ,TONES & ASSOC.
SEPTEMBER 25, 1998.
SSMH #6
STA 3+37.63,,5.50' LL (PLAT RD)
STA 1 +25.13 (EASEMENTIRD) 3345700182
RIM = 161.40 h
E IN = 149.81 (S)
IE OUT = 149.71 (W) I n1
150 I \ orp
3345700182
X70
-�
� .296.43'
f -ti
_ - 1160 I D
50' BUFFER
- 3165 SF
1 - / ADDITIONAL
BUFFER
3 po f 156.2 MINA r \R
-- &
-----------
I 1 a
170 _ 4411 SF ROPOSED BUFFER=
1 °. REDUCED
1 I k.- FER
-L 0T
1
FF =159.2
8
"THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATELY
REFLECTS EXISTING FIELD CONDITIONS AS OF THIS D, "TE: DECEMBER OF 2000"
AS -BUILT NOTES
1. THE AS -BUILT LOCATION OF THE STORM, SEWER AND WATER
SYSTEM IS BASED ON FIELD LOCATING MANHOLES, CATCH BASINS,
DETENTION VAULT, PIPE INVERTS, VALVES AND WATER METERS.
2. THESE DRAWINGS ARE BASED ON THE CITY OF RENTON'S
G.P.S. CONTROL NETWORK.
3. ALL FIELD WORK WAS PERFORMED IN DECEMBER, 2000
USING A TOPCON CTS -3 TEN SECOND TOTAL STATION
WITH RESULTING CLOSURES EXCEEDING THE MINIMUM
ACCURACY STANDARDS AS SET FORTH BY WAC 332 -130.
FWD, BRASS DISC IN
CONCRETE IN MONUMENT
CASE AT SE 60th STREET
AND 116th AVE. NE.
CITY OF RENTON CONTROL
POINT No. 1893.
r
SANITARY SEWER CONTROL
SSMH X -COORD Y -COORD RIM ELEV
EX
1304446.39
195412.11
107.99
1
1304382.11
195361.55
103.58
2
1304354.29
195203.10
109.65
3
1304343.23
194938.42
124.48
4
1304338.77
194732.59
136.97
5
1304333.93
194583.88
160.12
6
1304455.88
194579.99
155.86
7
1304447.71
194337.93
198.00
r � o
\ �T 0
A C
0
BU
5 41
Cil
�-Q _ �j
tg + L ®0 3 MIN
LEGEND
III ° \w
FS,_ =:?.LORECTEDPLAN DECIDUOUS TREE
- \ THIS DRAWING HAF 1 �N PREPARED CONIFEROUS TREE
BASED ON INFORM OPT _L)
FROM
�e
OTHERS, Op CATCH BASIN TYPE If
❑ CATCH BASIN ,YPE 1
FIRE HYDRANT
a
PROPOSED BUFFERS
NOTE: THE EXISTING UTILITIES AS SHOWN D4 WATER VALVE
ARE ONLY APPROXIMATE. OTHER
6
, i z UTILITIES WATER METER
ALONG THIS PROPOSED ALIGNMENT.
FF =179.4 �tdlN IT SHALL BE THE CONTRACTOR AND/
+�� k a - W- WATER LINE
OR OWNERS RESPONSIBILITY TO
VERIFY THE SIZE TYPE LOCATION AND
DEPTH OF ALL EXISTING UTILITIES - -BARB WIRE FENCE
1
PRIOR TO STARTING CONSTRUCTION OS SANITARY SEWER MANHOLE
Call Before You ®a9
1- 800 - 424 -5555
q,f YP 1405 SF
#C F' N ADDITIONAL
5'TYP �- a ER GRAPHIC SCALE
5 ,' zo � s
LOT ao
I � \ �I � " END. BRASS PL'_'G IN �
FF =187.6 MIN ' CONCRETE IN MONUMENT ;
\ I 1 CASE AT SE 88th STREET ( IN FEET j
APPROXIMATE LOCATION OF a AND 116th AVE. NE. 1 inch = 20 ft
EXISTING VATE WATER SERVICE LINE CITY OF RENTON CONTROL
i
_ EXI T. SSM4 _, ,
RELOCATE TO .5�SOUTH OF NORTH �� / RIM 193.28 � POINT No. 1835.
BASEMENT LINE / _
t -
_ -FL -° 59 BENCHMARK
BASIS OF BEARING:
SSMH #7 -. - - NAD 1983191; BASED ON HOLDING
STA +07.57, 12 RT. EXISTING 10' CRESS/ 296.40' THE BEARING OF N01 °32'50 "E
,i�R EGRESS & UTIDTY EASEMENT j
RIM =98.0 +� REC# 88901050p76/88121907 1 0 I \ / 57924 4¢•E BETWEEN CITY OF RENTON CONTROL
IF OUT - 188. (N) 1658 POINTS No. 1835 AND 1893.
IE IN = 188.85 (E) - BY OTHERS 94' VERTICAL DATUM.•
3345700217 NAVD 1988; BASED ON HOLDING THE
3345700216 I o TRACT A ELEVATION OF 326.65 FEET FOR C:TY
OF RENTON CONTROL POINT No. 1835.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
ENGINEERS - SURVEYORS
BY DATE
BY DATE EA T OF CONSUL TA &0Ti vit- SHEET 13 OF 21 %em
BY DATE 418 RAINIER BLVD. N 814 EAST FIRST
ISSAQUAH. WASHINGTON 98027 CLE ELUIIL WASHINGTON 98922
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