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EX SSMH
RIM EL = 462.05
INV EL = -11.30
481-17 8 -0 S = 20.29%
STA 1+72.5. 3.0' LT. EX SSMH
RIM EL = 454.35'
INV EL = 440.75' EX 8"
INV EL = 440.85 NEW 8"
CONTRACTOR TO VERIFY INVERT
ELEVATION PRIOR TO CONSTRUCTION
PROPOSED 15' WIDE
SEWER EASEMENT
4"M
1 +00
PAVEMENT PATCF-
SEE DETAIL SHEE
EX CB
RIM EL = 451.74
INV EL =
4
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THAT PORTION OF NW 1/4 OF THE SE 1/4 OF
SECTION 10, TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M.
CITY OF RENTON9 STATE OF WASHINGTON
-Q-
STA 2+19, 17.0'LT
SSMH STA 3+016 17.0' LT
#1, 480
SS STUB TEE
RIM EL = 460.910 459-40 INV EL = 450.48'-6"451.41
INV EL = *50.59' 8" OUT 450-48
INV EL = 45e.69 8" IN 450.58 131f 6"0 PVC
EL=451.2 -6" 454.65
STA 3+17,17.0' LT
SS STUB TEE STA 3+91,17.0 LT
INV EL = -461.67 -6" 451-56 SS STUB TEE
STA 2+ 74, 25.0- RT
SS STUB TEE 131f 6 "0 PVC INV EL =-452. 6" 452.28
.-1
-6" -9�3-6" 455.60 31-17 6"0 PVC
EL=45+.
INV EL = 451.13' EL = -45"7'-6"45644
131f 6"0 PVC .
EL- 452.63 6"
FF EL 465
00' FF EL 466-00'
GRAPHIC SCAM
ao
SURVEY NOTES i imb = 20 tt.
INSTRUMENT-. NIKON TOTAL STATION DTMA10LG
METHOD USED: FIELD TRAVERSE WITH ACTUAL
FED MEASUREMENTS AND ANGLES
WAC 332-130-090
DATE OF SURVEY: JULY 2003
BASIS OF BEARING: VEST LINE OF THE NWI 1/4 OF
THE SE 1/4 OF SECTION 10-T23NR5E.W.M.
NOOV89 57` E (KCAS)
BLNCHMARK: CITY OF RENTON MON # 1907 & 2119
#1907 CHISELED SQUARE SE CORNER OF
CONCRETE BASE FOR MAIL BOXES ON THE
WEST SIDE OF 142nd AVE SE(HOQkAAM AVE NE)
OPPOSITE HOUSE NUMBER 12014.
ELEVATION = 472.671 (144.070m)
O
CO (TYPE 1)
0T
TELEPHONE VAULT
QO
STMH (TYPE 11)
0
TELEPHONE CABINET
OS
SANITARY SEWER MH
DATE
SIGN
M
WATER VALVE
CONFER TREE
6
WATER METER/SERVICE
DECIDUOUS TREE
FIRE HYDRANT
MONITORING WELL
UTILITY POLE
C3
MAIL BOX
E-Wy MARE
w
CEO
SIGNA CABINET
+
PK NAIL
EX SSMH
RIM EL = 462.05
INV EL = -11.30
481-17 8 -0 S = 20.29%
STA 1+72.5. 3.0' LT. EX SSMH
RIM EL = 454.35'
INV EL = 440.75' EX 8"
INV EL = 440.85 NEW 8"
CONTRACTOR TO VERIFY INVERT
ELEVATION PRIOR TO CONSTRUCTION
PROPOSED 15' WIDE
SEWER EASEMENT
4"M
1 +00
PAVEMENT PATCF-
SEE DETAIL SHEE
EX CB
RIM EL = 451.74
INV EL =
4
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THAT PORTION OF NW 1/4 OF THE SE 1/4 OF
SECTION 10, TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M.
CITY OF RENTON9 STATE OF WASHINGTON
-Q-
STA 2+19, 17.0'LT
SSMH STA 3+016 17.0' LT
#1, 480
SS STUB TEE
RIM EL = 460.910 459-40 INV EL = 450.48'-6"451.41
INV EL = *50.59' 8" OUT 450-48
INV EL = 45e.69 8" IN 450.58 131f 6"0 PVC
EL=451.2 -6" 454.65
STA 3+17,17.0' LT
SS STUB TEE STA 3+91,17.0 LT
INV EL = -461.67 -6" 451-56 SS STUB TEE
STA 2+ 74, 25.0- RT
SS STUB TEE 131f 6 "0 PVC INV EL =-452. 6" 452.28
.-1
-6" -9�3-6" 455.60 31-17 6"0 PVC
EL=45+.
INV EL = 451.13' EL = -45"7'-6"45644
131f 6"0 PVC .
EL- 452.63 6"
FF EL 465
00' FF EL 466-00'
GRAPHIC SCAM
ao
SURVEY NOTES i imb = 20 tt.
INSTRUMENT-. NIKON TOTAL STATION DTMA10LG
METHOD USED: FIELD TRAVERSE WITH ACTUAL
FED MEASUREMENTS AND ANGLES
WAC 332-130-090
DATE OF SURVEY: JULY 2003
BASIS OF BEARING: VEST LINE OF THE NWI 1/4 OF
THE SE 1/4 OF SECTION 10-T23NR5E.W.M.
NOOV89 57` E (KCAS)
BLNCHMARK: CITY OF RENTON MON # 1907 & 2119
#1907 CHISELED SQUARE SE CORNER OF
CONCRETE BASE FOR MAIL BOXES ON THE
WEST SIDE OF 142nd AVE SE(HOQkAAM AVE NE)
OPPOSITE HOUSE NUMBER 12014.
ELEVATION = 472.671 (144.070m)
O
CO (TYPE 1)
0T
TELEPHONE VAULT
QO
STMH (TYPE 11)
0
TELEPHONE CABINET
OS
SANITARY SEWER MH
DATE
SIGN
M
WATER VALVE
CONFER TREE
6
WATER METER/SERVICE
DECIDUOUS TREE
FIRE HYDRANT
MONITORING WELL
UTILITY POLE
C3
MAIL BOX
E-Wy MARE
•
CEO
SIGNA CABINET
+
PK NAIL
STA 4+50, 17.01-T is MON IN CASE/
X 0 POWER JUNCTION BOX
SSMH #1, 480
jAX LN'
0 EX REBAR PIPE
RIM EL = 46:7. 0 467.70 LIGHT POLE
IN V EL = 453. 8" OUT 452.89 a) GAS VALVE AS NOTED
EL= = 463.00' 10.00, INV EL = -483.1 8" IN 452.99
POWER VAULT
s
10.0' b w Q 10-34'
POWER PEDESTAL
WOW NCE CYCLONE FENCE
y E FENC
0 -x
2751-17 8"0 S = 4.42% . ..........
w. "MAPLE
w
• I I.- w
IN w ------
3+00
I ... 0 R
4+00 x
ALDER ------ . .... 5+00
6+00
&YCL mFE-N
-MAPLE
CDE
R tW-CJON'F
T
CYCLONE
SE 122nd STREET ..- _._.._
A -I -m EXISTING ND PROFILE
470�----- ju- T TOU
EX SS t:"r
SSMH (480 t
RIM EL = 404.35
! ! INV EL = 440.75' EX 8-
INV EL = "0.85 NEW 8"
CONTRACT TO VERIFY INVERT
ELEVATION RIOR TO CONSTRUCTIO
480
S - 313002
470
E ! � -� j � t r j I � �
460
460
STA 2+740 25.0' LT ; ! t
SS STUB TtE
. .... -- -- --
131f 6"0 P
Ic _.f . r -- .. ___ . _ _ t.. _- -- -- - -- ! ,- _ - � -- -- - - -- - - - _ ..._ .�_ . _
EL=453.63+6" 1.0 %
231LF 8"0 $
---aTA • 3+907.0' LT
OT, T
AS BUIL r CER TIFICA X 450 450
TA'3+17, 7.0 �-T
i htRay cmwy THAT rw mmzavTAL Am WRnCAL LOC4T*VS �S STUB TE INV EL =1 452.*t -6w ;452-28
is SS TUB E i
10 STA 41+50, 17.01-T
OF rw Smw rAcv ws AAv PA ww 9yow htwoN ARE Tw RE9A r I I INV El- = AF,&"'-6"451.41 131-17 6"0 ►PVC
IF 0 INV LL 6" 451.56
OF A FEW ARWY PEWORAWD BY AC ON LaV& My DO?ECTM AND C!) 131f 6"0 PVCf EL 6 456.44 SSMH #1, 480
131f Vo P c I
UWA" SLO*W BY 7W aWIWWR. I = 4691.00, 467.70
AW TIONA ff I RIM E
�L= 451 454
65
"
J,7� O� -I
C
jLul-NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED
UPON EXISTNG AS-BIXT DRAWINGS, AND ARE NOT GUARANTEED
TO K CORRECT, NOR ALL IMMUSIVE. ALL UTkJTIES MUST K
'w" INIED PINOR TO C=WMTIW CALL 1-800-424- FOR
UTILITY OCA I
NOTE
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n war" •�yy0
Of
Ck
L
W1 I rA
RECOMMENDED
FOR
APPROVAL
BY
DA TE
L STA 2+ 1-9- 17.0'LT
S%Aw V. - 4-W
.
BY
EL= 451-93-6
45!j60
DATE
INV E4 = 453.00'
10" OUT 452.89
tN-- 452.gg
;RIM EL = 4#e.gg .459.40
.99
•
INV EL = 4$e.59'
INV EL =
OU 450.48
IN 450.58
SE 1;22
d 'STREET
P
ORL�
HAMIZ. I so 20
440 60
A I! v "J
- --
440 00
C14
2+00
3+00
4+00
115+00
Of
Ck
L
W1 I rA
RECOMMENDED
FOR
APPROVAL
BY
DA TE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
SHEET I of 2
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