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NOTE: INSTALL CATCH BASIN
INSERTS AT THE FIRST SET OF
CB'S TO THE WEST IN THE PAVED
TRAVELED WAY.
12" CONC. PIPE \
INVERT-103.36 O
SCALE 1 " = 209
20' 0 10' 20' 40'
SSMH #2, 48" 0 w/SOLID LOCKING LID ,
STA: 6169-99, RT 5+Go. 3t, 4,3FT RT
RIM t 1.22.1 (MATCH GRADE) 48+.66
STA: 2+09.35, 5.33 LT o IE = i4IQ 80 IN (E)(KNOCKOUT) 4-j¢,i>l
TAX LO,T .NO. 142305-9003 N
IE= 98.17 (� STUB) - IE _112.99 8" 0 OUT (W)
CAP AND ADD 2"x4" (TO IE) TO INDICATE
LOCATION OF SERVICES
STA: 4+10.05
STA: 4+90.02
14LF2'00oCONC. ��jCy MAIN SIE= 106.21 (® MAIN) IE= 109.29 (@ MAIN)
.. FOUND REBAR ITE TBM:
DITCH FADES , WOCAP, LS #1766 NAIL IN PP
- - - - - _ - S 2.53' N18°03'04"W EL=122.32
1+23.84 368 LF 8" 0 SS @-.r.$6%
�+
• • SDR35 ASTM D3034 ON PROP. COR.
• � � d .. • • .. .. 00 � 2„ CONC. PIPE
RAW 4+00 ESP
L
- �. ------ ---.----- - _ 5+00 INVERT=120.21
- -- -
6+00 R W
----------.--- -- =-- =- -- - T----" --- ---'--------- - - --.005.25 _,- �- -.-.
'" ---------------'- --- --- --'-
SE--132N-D STREET
M
INTX STA 2+00.00, 0.00 RT, SE 32ND ST. - - - - - - - - -'- - - -
= STA 10+00.00, 0.00 RT, 152ND AVE. SE -- -- _ _- - -__-- --- �{ w -------------
OVHD--------- - --�-- Cf-1 O -W- ---
LLIWCL
(�"-j S GAS GA1�S S G AS - - - - --R18�`fi0'�7"W(C� - - - - - 81CD-GWWP-1OVHD- -
� f• R/W �GA� -mac
CAUTION: PROCEED WITH CAUTION IN THE I �G� / CONC PIPE 10.00'(TYP) 5.00' (TYP) 80.00' 80.00S
SE 132.ND STREET - PUBLIC SANITARY SEWER EXTENSION
[+Z.�f� 7-o&uT A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E., W.M.
EX. SSMH #1, 48"0 �• C�1w/SOLID LOCKING LID , ► 47. CITY OF RENTON, KING COUNTY, WASHINGTON
STA: �, > LT LF 8"0 SS
RIM = -465.98 4-6&-O'l SDR35 ASTM D3034
IE = 9�.58 8"0 IN (SE) 459.4I' STA: �+96SAWCUT EXISTING ASPHALT AND
IE = 9 EX. 8"0 OUT (W4-5�/. SSMH 1, .13, 5�§ RT w SOLID LOCKING LID � *,K REMOVE ASPHALT PAVEMENT
CORE DRILL EXISTING SSMH 2a-oo.6?., (TYP)
AND RECHANNEL SSMH RIM f 166.90 (MATCH GRADE) 469.1'7
IF NECESSARY IE = 98:19 8"0 IN (E,NE) 4,c,.ZI PER KING COUNTY ROAD STANDARDS (KCRS) CONSTRUCTION LIMITS (TYP)
IE = 98..06 8"0 OUT (NW) 4,�,0.11 SECTION 8.03(2)c. (TYP)
EXISTING ROW LINE
6+78.79
PROXIMITY OF THE EIXTSING WATERMAIN FITTINGS AND POSSIBLE I' 0 INVERT=10725 �j I -4+(2.07 31.51 - - - - Q R/W VERTICAL DATUM
TRUST BLOCKS. / STA: -4+19�A9 RT - - - - - -
FENCE COR. IS `9 l
• •• I O SIDE SEWER STA: A , Elf � .. INAVD-88
f 12" CONC, PIPE 65 �Y 2.6'N & 1.0'E
32 ELF 6 0 I.Sl � I SIDE SEWER (NORTH AMERICAN VERTICAL DATUM OF 1988
IN VER T= 109. 01 IE- (� STUB) ' 0E PROP. COR. I I �,'15i39-LF 6„� C88 2.83% PER KING COUNTY DEPARTMENT OF PUBLIC
• . _ I WORKS
IE- 4-199.89 (@ STUB) FENCE lS 0.6'W I
OF PROP. LINE
I I (BENCHMARK
o
Q I y I THE ELEVATIONS AND CONTOURS SHOWN HEREON
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
DATUM, AND ARE NOT RELATED TO ANY
�J I w I I O yp PUBLISHED VERTICAL CONTROL NETWORK.
o ! MIN. FF N MIN. FF NAIL
SET AN ONSITE TEMPORARY BENCHMARK:
ELEV=112.0 - ELEV=115.0 Li
w T N \ IN W. SIDE OF PP NEAR NE PROP. CORNER.
N ;n I I o I ; Lo ` ELEVATION = 122.32
z d FEET.
4- Ln�
EQUATION FOR THE CITY OF RENTON DATUM IS
130
120
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5- 32790�0
PLAN VIEW
SCALE: 1' = 20'
. j44wi-
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g 130
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EXISTING PROFILE OF THE NORTHERN ROW LINE J
O
Q J
--
¢ -- -
0
0
-- ._ __._ --
120
00
- --
+
O
-
F-�--
- -- - - -- - EXISTING WATER 360 LF 8"o SS @ 3.86%
_ - - - - -- - - - - PVC SDR35 ASTM D3034
I�
II 37LF8"0SS@1.14%
100 I I n - rrnnzr- ACTAA n-m-d
90 I SSMH #1, 48" 0 w/SOLID LOCKING LID
STA: 2+00.13, 5.25 RT
RIM f 106.90 (MATCH GRADE)
IE = 98.10 8" 0 IN (E, NE)
EX. SSMH 1, 48" 4 w SOLID LOCKING LID IE = 98.00 8" 0 OUT (NW)
STA: 1 +62.71, 8.49 LT
80 RIM = 105.98
IE = 97.58 8"0 IN (SE)
IE = 97.48 EX. 8" 0 OUT (W)
O O 00 D ��
O O cc
1+80 2+00 2+40
STA: 4+10.05, 35.00 RT
SIDE SEWER
35 LF 6"0 2.00%
EXISTING ELEVATION AT CL
^7 O C-` L CD I-
2+80 3+20 3+60 4+00 4+40
PROFILE VIEW
SCALE: HORZ.: 1' = 20'
VERT.: 1' = 10'
I STA: 4+90.02, 35,
SIDE SEWER
30 LF 6" 0 ®2.00%
O
00
4+80
SSMH #2. 48" 0 w/SOLID LOCKING LID I
STA: 5+60.09, 5.25 RT
RIM t 122.17, MATCH GRADE
IE = 112.10 8" 0 IN (E)(KNOCKOUT)
IE = 112.00 8" 0 OUT (W)
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5+60
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CHECKED FOR COMPLIANCE
TO CIT STANDARDS
Date 10 z6 �
t-2,246CA�U� Date Zp
Date
SCANNED OCT 2 7 2006 -ya s 3279o,a,
�CANNFD OCT 2 8 2005
THE RIM OF THE EXISTING SSMH AT 152ND
AVENUE SE & SE 132ND STREET ELEV=458.72
EQUALS 105.98 (CRONES RELATIVE DATUM)
CONTOUR INTERVAL: 2 FEET.
LEGEND
FOUND MONUMENT, AS SHOWN
FOUND REBAR/PIPE, AS SHOWN
SET 518 " REBAR & CAP, LS 1129537
(P1) INDICATES
CEDARECREST ESTA VALUE PLAT OF j
(P2) INDICATES WILLOWBROOKORD OF VALUE LANE (17011-)R PLAT OF
(C) INDICATES CALCULATED VALUE PER FIELD MEAS.
AND ROTATION
(M) INDICATES MEASURED VALUE
R/W RIGHT OF WAY
E/P EDGE OF PAVEMENT
FENCEL INE
�D FIRE HYDRANT
�-� POWER LIGHT POLE
-0 POWER POLE
m POWER JUNCTION BOX
SO EX. SANITARY SEWER MANHOLE
o TELEPHONE RISER
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❑ WATER METER
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N WATER VALVE
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SCHWEHM &
AssocrAmPric
CIVIL ENGINEERING & PROJECT MANAGEMENT
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FEDERAL WAY, WA 98003 For (253) 815-1701
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