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SE 132ND STREET PUBLIC SANITARY SEWER EXTENSION
SCALE 1 " = 20'
A PORTION F THE E'
1/4 S THE NW F
TWP N.
E. 5
20 0 10 20 40
NOTE: INSTALL CATCH BASIN EX. SSMH�l1,_48 $'0 w /SOLID LOCKING LID -
SIA: 1462.11 8.49 LT ITY F RENT
INSERTS At THE FIRST SET OF � 37 LF 8 "0 SS 01.14' 0 N I N %OVUM -
o �c TY wA H
S IN T
CB'S TO THE WIS IN PAVED RIM = 105.98 SDR35 ASTM D3034
TRAVELED WAY. IE = 97.58 800 IN (SE) SAWCUT EXISTING ASPHALT AND
IF - 97.48 EX. 8 "0 OUT (W)N1� 48 "0 w /SOLID LOCKING LID REMOVE ASPHALT PAVEMENT
.;; CORE DRILL EXISTING SSMH STA: 2 +00.13, 5.25 RT (I,)
AND RECHANNEL SSMH RIM f 106.90 (MATCH GRADE)
IF NECESSARY IE = 98.10 8"0 IN (E,NE) PER KING COUNTY ROAD STANDARDS (KCRS) SSMH
L 48 "0 w /SOLID LOCKING LID
IE = 98.00 8'0 OUT (NW) SECTION 8.03(2)c. (TYP) CONSTRUCTION LIMITS (TYP) STA: 5 +60.09, 5.25 RT r
RIM t 122.17, MATCH GRADE
STA: 2 +09.35, 5.33 LT ( )
IE= 98.17 (0 STUB) TAX LOT NO. 142305 -- 9003 IE = 112.10 800 IN (EXKNOCKOUT)
�, v
\ CAP AND ADD 2 "x4" (TO IE) TO INDICATE IE = 112.00 8'0 OUT (W)
LOCATION OF SERVICES j
a Z,-
MAIN SEWER STA: 4 +10.05 STA: 4 +90.02 14 LF 8 "0 0.50% IE= 106.21 (0 MAIN) IE= 109.29 (0 MAIN) ;-� -,q f1 , F ;..�1 �i��L) Rf_'E�AR � -�! T E t WI AP. L; #1766 NAIL Iti F'P
1 +23.84 • • \ 360 LF 800 SS 0 3.867 _13' N 18'( )_x'04 N'� t l = 1 �2
E --- ••' SDR35 ASTM D3034 r N PRA: �_
00 O c.- EXISTING ROW LINE
• •- 1 F
. _
�w
- - INV T
20. 21
r •� R/W 6+78.79
- - -
__ , F 132ND STREET
• r
INTX STA 2 +00.00 0.00 RT SE 32ND ST. "' ' •�.._. _ I _ • • . , • . • . .-, . _ t I - i • ,r. .. - . I .. .. .. - .,\ .. . • .. . •.
S 00.00, 0.00 RT, 152ND AVE. SE •- . • . .•, :. - -� - - - - -_ -- --- -- -- •� • .' _ .. . , . , ,� • . • ,.
OVHD
m ^-� - - - - Flu � L_ _-:-_ i_, �� - - --- -_ __.__- - - X188 10 1 7 -- - _ - - ., ---
• IW '... .' - • • .. - �Cj - - 88 10 08 W(P1) -- ov�o - -- CAUTION PROCEED PROCEED WITN CAUTION IN THE /� \� R/W ;�„ a • A S T
PROXIMITY OF THE EIXTSING •• �� --'� r:. i �N� . f 'If'E l j 10.00 (TYP) 5.00' (TYP) 80.00 I 80.0 - + { - z-
.. • ... Q 0 ... °- -- - - - --
WATERMAIN FITTINGS AND POSSIBLE •� - �'' i "y' VF rr' i = 1 r:� 7. .` ;' �, R/W
TRUST BLOCKS. - / , -, i , ► Q VERTICAL DATUM
• - STA: 4+10.05, 35.00 RT -
' SIDE SEWER FENCES r:.OR.
• • : f• r, ),vr . E IF f - 1 N st 1 ;� E STA: 4 +90.02, 35.00 RT
- 30 LF 6 0 2.00 _ I R .� • • NORTH AMERICAN V RTI T �, F F'f��fF, �,,� SDE SEWS INAVD-88
VERTICAL DATUM OF 1988
IE= 106.8?
(*STUB) ' I „ ' 1 0 . PER KIN
. • ,. • • i � I 30 LF 6 0 ®2.00 L•.� E G COUNTY DEPARTMENT OF PUBLIC
. • r•. i I IE= 109.89 0 STUB WORKS
ti p I I (,F OR(N. LINE BENCHMARK
r S HEREON
CONTOURS THE ELEVATIONS AND SHOWN H
I I � U O EEO N
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
j a I DATUM, AND ARE NOT RELATED TO ANY
C\2 Iv
�• w I PUBLISHED VERTICAL CONTROL NETWORK.
` ' ^ I p •- I MIN. FF cv MIN. FF
E-� �.•,� � w : I ELEV =112.0 I I v a, I I ELEV = 115.0 I � \ I SET AN ONSITE TEMPORARY BENCHMARK: N A
I
L W IN W. SIDE OF PP NEAR NE PROP. CORNER. C\2 in ELEVATION = 122.32 0
q) Q, I r'; I z c� �� FEET.
.q- Ln
PLAN VIEW EQUATION FOR THE CITY OF RENTON DATUM IS
THE RIM OF THE EXISTING SSMH AT 152ND
N SCALE: 1' = 20' AVENUE SE & SE 132ND STREET ELEV= 458.72
EQUALS 105.98 (CRONES RELATIVE DATUM)
z�
130 ~' z a CONTOUR INTERVAL: 2 FEET.
4J N g 130
� 1L7 � � 0 �
o� o o I Q LEGEND
O O g 6 _j N
00 +
C)
6
120 og' g EXISTING PROFILE OF THE NORTHERN ROW LINE Q ° - y �' FOUND MONUMENT, AS SHOWN
o g a % N - 120 _ FOUND REBAR /PIPE, AS SHOWN
N} _ -- - -
d _ 0 SET 518" REBAR & CAP, LS 129537
"' - - - (P 1) INDICATES RECORD OF VALUE PER PLAT OF
110
z " CEDAR CREST ESTATES (95 -54)
360 LF 8 "0 SS ®3.86% 110 (P2) INDICATES RECORD OF VALUE PER PLAT OF
PVC SDR35 ASTM D3034 WILLOWBROOK LANE (17011 -4)
(C) INDICATES CAL CULA TED VALUE PER FIELD MEAS.
AND ROTATION
LF 8
100
"
37 0 SS 0 1.14%
(M) INDICATES MEASURED VALUE
PVC SDR35 ASTM 03034
STA: 4 +90.02 35.00 RT 100 R/W RIGHT OF WAY
' STA: 4 +10.05, 35.00 RT SIDE SEWER
i
SIDE SEWER 30 LF 6 „0 02.00% E/P EDGE OF PAVEMENT
35 LF 6 "0 2.00%
FENCEL INS
SSMH 48 "0 w SOLID LOCKING LID
90 SSMH 2 48 "0 w SOLID LOCKING LID 90 HYDRANT
STA: 2 +00.13, 5.25 RT STA: 5 +60.09, 5.25 RT 90
RIM t 106.90 (MATCH GRADE) RIM t 122.17, MATCH GRADE POWER LIGHT POLE
IE = 98.10 800 IN (E, NE) IE = 112.10 8 "0 IN E KNOCKOUT
E= X_SSMH 1�! , 48 wl SOLID I OCKING LID IE = 98.00 8 "0 OUT (NW) (X )
• POWER POLE
STA: 1 + 62.71, 8.49 LT IE = 112.00 8 "0 OUT (W) _T
EXISTING ELEVATION AT CL POWER JUNCTION BOX
80 RIM = 105.98
IE = 97.58 8 00 IN (SE) 80 EX. SANITARY SEWER MANHOLE
IL = 97.48 EX. 8 "0 OUT (W) TELEPHONE RISER
A"
WA TER METER
WA TER VAL VE
9
1180 2 +00 2+40 2 +80 3 +20 3+60 4 +00
PROFILE VIEW
SCALE: HORZ.: 1' = 20'
VERT.: 1' = 10'
I 'IDLL 'F 2 0.0
4 +40
4 +80
5 +20
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
FR �16 0
5+60 VAW IAssomm, PL
CHECKED FOR COMPLIANCE CIVL EN WERSO i PROJECT MANAGEMENT
TO CIT STANDARDS 1945 SOUTH 375TH STREET Our (M) 815 -IM
FEDERAL WAY, WA 98003 Fox,• (AW) 815 -1701
Date /0 -_
Date ►� •.
Date
IA-NNNNAA
CTS T i` ?�.•
•
L
is
N
O
a
Q
OW
o
t w
m
z
0
V)
z
SE 132ND STREET PUBLIC SANITARY SEWER EXTENSION
SCALE 1 " = 20'
A PORTION F THE E'
1/4 S THE NW F
TWP N.
E. 5
20 0 10 20 40
NOTE: INSTALL CATCH BASIN EX. SSMH�l1,_48 $'0 w /SOLID LOCKING LID -
SIA: 1462.11 8.49 LT ITY F RENT
INSERTS At THE FIRST SET OF � 37 LF 8 "0 SS 01.14' 0 N I N %OVUM -
o �c TY wA H
S IN T
CB'S TO THE WIS IN PAVED RIM = 105.98 SDR35 ASTM D3034
TRAVELED WAY. IE = 97.58 800 IN (SE) SAWCUT EXISTING ASPHALT AND
IF - 97.48 EX. 8 "0 OUT (W)N1� 48 "0 w /SOLID LOCKING LID REMOVE ASPHALT PAVEMENT
.;; CORE DRILL EXISTING SSMH STA: 2 +00.13, 5.25 RT (I,)
AND RECHANNEL SSMH RIM f 106.90 (MATCH GRADE)
IF NECESSARY IE = 98.10 8"0 IN (E,NE) PER KING COUNTY ROAD STANDARDS (KCRS) SSMH
L 48 "0 w /SOLID LOCKING LID
IE = 98.00 8'0 OUT (NW) SECTION 8.03(2)c. (TYP) CONSTRUCTION LIMITS (TYP) STA: 5 +60.09, 5.25 RT r
RIM t 122.17, MATCH GRADE
STA: 2 +09.35, 5.33 LT ( )
IE= 98.17 (0 STUB) TAX LOT NO. 142305 -- 9003 IE = 112.10 800 IN (EXKNOCKOUT)
�, v
\ CAP AND ADD 2 "x4" (TO IE) TO INDICATE IE = 112.00 8'0 OUT (W)
LOCATION OF SERVICES j
a Z,-
MAIN SEWER STA: 4 +10.05 STA: 4 +90.02 14 LF 8 "0 0.50% IE= 106.21 (0 MAIN) IE= 109.29 (0 MAIN) ;-� -,q f1 , F ;..�1 �i��L) Rf_'E�AR � -�! T E t WI AP. L; #1766 NAIL Iti F'P
1 +23.84 • • \ 360 LF 800 SS 0 3.867 _13' N 18'( )_x'04 N'� t l = 1 �2
E --- ••' SDR35 ASTM D3034 r N PRA: �_
00 O c.- EXISTING ROW LINE
• •- 1 F
. _
�w
- - INV T
20. 21
r •� R/W 6+78.79
- - -
__ , F 132ND STREET
• r
INTX STA 2 +00.00 0.00 RT SE 32ND ST. "' ' •�.._. _ I _ • • . , • . • . .-, . _ t I - i • ,r. .. - . I .. .. .. - .,\ .. . • .. . •.
S 00.00, 0.00 RT, 152ND AVE. SE •- . • . .•, :. - -� - - - - -_ -- --- -- -- •� • .' _ .. . , . , ,� • . • ,.
OVHD
m ^-� - - - - Flu � L_ _-:-_ i_, �� - - --- -_ __.__- - - X188 10 1 7 -- - _ - - ., ---
• IW '... .' - • • .. - �Cj - - 88 10 08 W(P1) -- ov�o - -- CAUTION PROCEED PROCEED WITN CAUTION IN THE /� \� R/W ;�„ a • A S T
PROXIMITY OF THE EIXTSING •• �� --'� r:. i �N� . f 'If'E l j 10.00 (TYP) 5.00' (TYP) 80.00 I 80.0 - + { - z-
.. • ... Q 0 ... °- -- - - - --
WATERMAIN FITTINGS AND POSSIBLE •� - �'' i "y' VF rr' i = 1 r:� 7. .` ;' �, R/W
TRUST BLOCKS. - / , -, i , ► Q VERTICAL DATUM
• - STA: 4+10.05, 35.00 RT -
' SIDE SEWER FENCES r:.OR.
• • : f• r, ),vr . E IF f - 1 N st 1 ;� E STA: 4 +90.02, 35.00 RT
- 30 LF 6 0 2.00 _ I R .� • • NORTH AMERICAN V RTI T �, F F'f��fF, �,,� SDE SEWS INAVD-88
VERTICAL DATUM OF 1988
IE= 106.8?
(*STUB) ' I „ ' 1 0 . PER KIN
. • ,. • • i � I 30 LF 6 0 ®2.00 L•.� E G COUNTY DEPARTMENT OF PUBLIC
. • r•. i I IE= 109.89 0 STUB WORKS
ti p I I (,F OR(N. LINE BENCHMARK
r S HEREON
CONTOURS THE ELEVATIONS AND SHOWN H
I I � U O EEO N
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
j a I DATUM, AND ARE NOT RELATED TO ANY
C\2 Iv
�• w I PUBLISHED VERTICAL CONTROL NETWORK.
` ' ^ I p •- I MIN. FF cv MIN. FF
E-� �.•,� � w : I ELEV =112.0 I I v a, I I ELEV = 115.0 I � \ I SET AN ONSITE TEMPORARY BENCHMARK: N A
I
L W IN W. SIDE OF PP NEAR NE PROP. CORNER. C\2 in ELEVATION = 122.32 0
q) Q, I r'; I z c� �� FEET.
.q- Ln
PLAN VIEW EQUATION FOR THE CITY OF RENTON DATUM IS
THE RIM OF THE EXISTING SSMH AT 152ND
N SCALE: 1' = 20' AVENUE SE & SE 132ND STREET ELEV= 458.72
EQUALS 105.98 (CRONES RELATIVE DATUM)
z�
130 ~' z a CONTOUR INTERVAL: 2 FEET.
4J N g 130
� 1L7 � � 0 �
o� o o I Q LEGEND
O O g 6 _j N
00 +
C)
6
120 og' g EXISTING PROFILE OF THE NORTHERN ROW LINE Q ° - y �' FOUND MONUMENT, AS SHOWN
o g a % N - 120 _ FOUND REBAR /PIPE, AS SHOWN
N} _ -- - -
d _ 0 SET 518" REBAR & CAP, LS 129537
"' - - - (P 1) INDICATES RECORD OF VALUE PER PLAT OF
110
z " CEDAR CREST ESTATES (95 -54)
360 LF 8 "0 SS ®3.86% 110 (P2) INDICATES RECORD OF VALUE PER PLAT OF
PVC SDR35 ASTM D3034 WILLOWBROOK LANE (17011 -4)
(C) INDICATES CAL CULA TED VALUE PER FIELD MEAS.
AND ROTATION
LF 8
100
"
37 0 SS 0 1.14%
(M) INDICATES MEASURED VALUE
PVC SDR35 ASTM 03034
STA: 4 +90.02 35.00 RT 100 R/W RIGHT OF WAY
' STA: 4 +10.05, 35.00 RT SIDE SEWER
i
SIDE SEWER 30 LF 6 „0 02.00% E/P EDGE OF PAVEMENT
35 LF 6 "0 2.00%
FENCEL INS
SSMH 48 "0 w SOLID LOCKING LID
90 SSMH 2 48 "0 w SOLID LOCKING LID 90 HYDRANT
STA: 2 +00.13, 5.25 RT STA: 5 +60.09, 5.25 RT 90
RIM t 106.90 (MATCH GRADE) RIM t 122.17, MATCH GRADE POWER LIGHT POLE
IE = 98.10 800 IN (E, NE) IE = 112.10 8 "0 IN E KNOCKOUT
E= X_SSMH 1�! , 48 wl SOLID I OCKING LID IE = 98.00 8 "0 OUT (NW) (X )
• POWER POLE
STA: 1 + 62.71, 8.49 LT IE = 112.00 8 "0 OUT (W) _T
EXISTING ELEVATION AT CL POWER JUNCTION BOX
80 RIM = 105.98
IE = 97.58 8 00 IN (SE) 80 EX. SANITARY SEWER MANHOLE
IL = 97.48 EX. 8 "0 OUT (W) TELEPHONE RISER
A"
WA TER METER
WA TER VAL VE
9
1180 2 +00 2+40 2 +80 3 +20 3+60 4 +00
PROFILE VIEW
SCALE: HORZ.: 1' = 20'
VERT.: 1' = 10'
I 'IDLL 'F 2 0.0
4 +40
4 +80
5 +20
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
FR �16 0
5+60 VAW IAssomm, PL
CHECKED FOR COMPLIANCE CIVL EN WERSO i PROJECT MANAGEMENT
TO CIT STANDARDS 1945 SOUTH 375TH STREET Our (M) 815 -IM
FEDERAL WAY, WA 98003 Fox,• (AW) 815 -1701
Date /0 -_
Date ►� •.
Date
IA-NNNNAA
CTS T i` ?�.•
•
L