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SURVEYOR'S NOTES
FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2"
TOTAL STATION USING TRAVERSE AND RADIAL SURVEY METHODS
THAT MEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN
WAC 332.130.090.
THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A
CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT TO
SHOW ALL EASEMENTS OF RESTRICTIONS OF RECORD, IF ANY.
THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP ARE
PER RECORD TITLE INFORMATION AND REPRESENT DEED LINES
ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT
MAY OTHERWISE BE DETERMINED BY A COURT OF LAW.
COPYRIGHT BY CRONES & ASSOCIATES LAND SURVEYING.
LEGAL DESCRIPTION
LOTS 3 AND 4, CEDAR CREST ESTATES, ACCORDING TO THE
PLAT THEREOF, RECORDED IN VOLUME 95 OF PLATS, PAGE
54, IN KING COUNTY, WASHINGTON.
SECTION 14, TOWNSHIP 23N, RANGE 5E.
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS MAP IS BETWEEN THE TWO
FOUND MONUMENTS ON THE CENTERLINE OF S.E. 133RD
COURT, BEARING N88'36'06 "W, PER PLAT OF WILLOWBROOK
LANE (170/1-4), AS SHOWN.
BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED
UPON A PROJECT SPECIFIC ASSUMED DATUM, AND ARE NOT
RELATED TO ANY PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL IN W. SIDE OF
PP NEAR NE PROP. CORNER. ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS 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.
TEMPORARY BENCHMARK
SET AN ONSITE TEMPORARY BENCHMARK: NAIL IN W. SIDE OF
PP NEAR NE PROP. CORNER. ELEVATION = 122.32 FEET.
LEGEND
FOUND MONUMENT, AS SHOWN
FOUND REBAR /P /PE, AS SHOWN
0 SET 518" REBAR & CAP, LS #29537
(P 1) INDICATES RECORD OF VALUE PER PLAT OF
CEDAR CREST ESTATES (95 -54)
(P2) INDICATES WI L OWBROOK LANE (17011-4) 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
FENCELINE
FIRE HYDRANT
POWER LIGHT POLE
POWER POLE
POWER JUNCTION BOX
SANITARY SEWER MANHOLE
T TELEPHONE RISER
A..
WA TER METER
WATER VALVE
SURVEYORS CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION, IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SURVEY RECORDING ACT, AT THE REQUEST OF D.E.
BLOOD, IN APRIL, 2005.
JAMES D. CRONES
L. S. 29537
I
SE 132ND STREET PUBLIC SANITARY SEWER EXTENSION
PORTION F THE SE 1/4 OF THE NW 1/4 OF A E. 14 TWP 23N. RG E. 5 E. W. M.
� �
ITY
FEN R T N KNGCOUN IT WA HIN Y TON
S G
EX SSMH #1
SSM H #1
I SSMH #2
W LOT Ma 1423W - -#=
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t• ----- --C--(
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- - 1 - - - •4A�C -,-- f «. _ - - - - -- -- - - - - -- - - -E 2ND STE - -- - - - - -- -
- - - - -- - - -
— -- , - - - --
,F \ F
s a - - : --
---------
� - - - - - - - - -- � - 1 I
-
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MIN. FF
MIN. FF
ELEV =112.0 ELEV =1 5.0 '
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PROJECT PROPONENTS
DURWOOD E. BLOOD
(LOT 3 CEDAR CREST ESTATES)
KEVIN M. WYMAN
(LOT 4 CEDAR CREST ESTATES)
MACKENZIE RIVER HOMES, INC.
16540 SE 149TH STREET
RENTON, WASHINGTON 98059
ENGINEER
BRANT A, SCHWEIKL, P.E.
SCHWEIKL AND ASSOCIATES, PLLC
1949 SOUTH 375TH STREET
FEDERAL WAY, WASHINGTON 98003
PH: (253) 815 -1700
FAX (253) 815 -1701
L L�200
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NOTES AND DETAILS
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NOTES AND DETAILS
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SURVEYOR'S NOTES
FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2"
TOTAL STATION USING TRAVERSE AND RADIAL SURVEY METHODS
THAT MEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN
WAC 332.130.090.
THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A
CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT TO
SHOW ALL EASEMENTS OF RESTRICTIONS OF RECORD, IF ANY.
THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP ARE
PER RECORD TITLE INFORMATION AND REPRESENT DEED LINES
ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT
MAY OTHERWISE BE DETERMINED BY A COURT OF LAW.
COPYRIGHT BY CRONES & ASSOCIATES LAND SURVEYING.
LEGAL DESCRIPTION
LOTS 3 AND 4, CEDAR CREST ESTATES, ACCORDING TO THE
PLAT THEREOF, RECORDED IN VOLUME 95 OF PLATS, PAGE
54, IN KING COUNTY, WASHINGTON.
SECTION 14, TOWNSHIP 23N, RANGE 5E.
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS MAP IS BETWEEN THE TWO
FOUND MONUMENTS ON THE CENTERLINE OF S.E. 133RD
COURT, BEARING N88'36'06 "W, PER PLAT OF WILLOWBROOK
LANE (170/1-4), AS SHOWN.
BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED
UPON A PROJECT SPECIFIC ASSUMED DATUM, AND ARE NOT
RELATED TO ANY PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL IN W. SIDE OF
PP NEAR NE PROP. CORNER. ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS 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.
TEMPORARY BENCHMARK
SET AN ONSITE TEMPORARY BENCHMARK: NAIL IN W. SIDE OF
PP NEAR NE PROP. CORNER. ELEVATION = 122.32 FEET.
LEGEND
FOUND MONUMENT, AS SHOWN
FOUND REBAR /P /PE, AS SHOWN
0 SET 518" REBAR & CAP, LS #29537
(P 1) INDICATES RECORD OF VALUE PER PLAT OF
CEDAR CREST ESTATES (95 -54)
(P2) INDICATES WI L OWBROOK LANE (17011-4) 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
FENCELINE
FIRE HYDRANT
POWER LIGHT POLE
POWER POLE
POWER JUNCTION BOX
SANITARY SEWER MANHOLE
T TELEPHONE RISER
A..
WA TER METER
WATER VALVE
SURVEYORS CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION, IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SURVEY RECORDING ACT, AT THE REQUEST OF D.E.
BLOOD, IN APRIL, 2005.
JAMES D. CRONES
L. S. 29537
I
SE 132ND STREET PUBLIC SANITARY SEWER EXTENSION
PORTION F THE SE 1/4 OF THE NW 1/4 OF A E. 14 TWP 23N. RG E. 5 E. W. M.
� �
ITY
FEN R T N KNGCOUN IT WA HIN Y TON
S G
EX SSMH #1
SSM H #1
I SSMH #2
W LOT Ma 1423W - -#=
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t• ----- --C--(
ft� « ----- ----- •
- - 1 - - - •4A�C -,-- f «. _ - - - - -- -- - - - - -- - - -E 2ND STE - -- - - - - -- -
- - - - -- - - -
— -- , - - - --
,F \ F
s a - - : --
---------
� - - - - - - - - -- � - 1 I
-
- - - - --
MIN. FF
MIN. FF
ELEV =112.0 ELEV =1 5.0 '
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PROJECT PROPONENTS
DURWOOD E. BLOOD
(LOT 3 CEDAR CREST ESTATES)
KEVIN M. WYMAN
(LOT 4 CEDAR CREST ESTATES)
MACKENZIE RIVER HOMES, INC.
16540 SE 149TH STREET
RENTON, WASHINGTON 98059
ENGINEER
BRANT A, SCHWEIKL, P.E.
SCHWEIKL AND ASSOCIATES, PLLC
1949 SOUTH 375TH STREET
FEDERAL WAY, WASHINGTON 98003
PH: (253) 815 -1700
FAX (253) 815 -1701
L L�200
I Lora
COVER SHEET
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SEWER
PLAN & PROFILE
C -3
SANITARY
WYILLO WBROOK LANE
NOTES AND DETAILS
C -4
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VOL. 170, PP. 1 -4
NOTES AND DETAILS
C -5
•�
SEWER
LOT 10
LOT 11
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SCALE: 1' = 50'
PROJECT INFORMATION
SURVEYOR
CRONES & ASSOCIATES
LAND SURVEYORS
23806 190TH AVENUE SE
KENT, WASHINGTON 98042
PH: ( 425) 432-5930
5- 32790/
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SPECIAL CONDITIONS FOR PERMIT* S-110-05
1. APRE — CONSTRUCTION CONFERENCE SHALL BE
REQUIRED.
2. OPEN CUT IS ACCEPTABLE IN ACCORDANCE
WITH KING COUNTY ROAD STANDRADS, SECTION
8.03B(3)b ON SE 132ND ST.
3. IN ACCORDANCE WITH KING COUNTY ROAD
STANDARDS, SECTION 8.03(2)C, SE 132ND ST.
SHALL BE PATCHED AND OVERLAID FULL WIDTH
WITH A MINIMUM OF 1 IN. COMPACTED STATE
SPEC. CLASS "B" ASPHALT.
CALL 48 HOUR
BEFORE YOU D
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PLAN & PROFILE
C -3
SANITARY
SEWER
NOTES AND DETAILS
C -4
SANITARY
SEWER
NOTES AND DETAILS
C -5
SANITARY
SEWER
NOTES AND DETAILS
SURVEY.
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TO CIT STANDARDS
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VICINITY MAP
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SCALE 1 " = 50'
50' 0 25' 50' 100'
SHEET INDEX
C -1
COVER SHEET
ELECTRICITY:
C -2
SANITARY
SEWER
PLAN & PROFILE
C -3
SANITARY
SEWER
NOTES AND DETAILS
C -4
SANITARY
SEWER
NOTES AND DETAILS
C -5
SANITARY
SEWER
NOTES AND DETAILS
LOT ADDRESS:
153XX SE 132RD STREET
RENTON, WA 98059
153XX SE 132RD STREET
RENTON, WA 98059
UTILITIES
PARCEL #
1442600030
1442600040
NATURAL GAS:
PUGET SOUND ENERGY
ELECTRICITY:
PUGET SOUND ENERGY
TELEPHONE:
QWEST
CABLE:
COMCAST CABLE
WATER:
WATER DISTRICT N0. 90
SEWER;
CITY OF RENTON
UTILITIES
NOTE
DOMESTIC WATER
AND NATURAL GAS LOACTIONS WERE HAND
TAPED IN THE FIELD FROM PAINTED SURFACE MARKINGS AND
WHERE NOT NOT
INCLUDED IN THE CRONES & ASSOC.
SURVEY.
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VERTICAL DATUM
NAVD -88
MORTH AMERICAN VERTICAL DATUM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC WORKS
Al n SctrnEn &
Assocum, puc
CIYL ENQMERNrG i PROJECT MAMAO�T
1945 SOUTH 375TH STREET Bur (21J) 815-170
FEDERAL WAY, WA 98003 Fax.' (M) 815 -17M
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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
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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
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MORTAR
FI LLET
j -- i �--- 6" MIN. (TYP )
SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 'E'
LADDER-STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N --SEAL BOOTS OR APPROVED EQUAL.
'A'
Q d
' C
' D'
' E'
48" MH
48"
of
5 "MIN
2.4" MIN.
Q
54" MH
54"
U _
5.5" MIN.
24" MIN.
24" I. D.
60" MH
60"
8" MIN.
�
42" MIN.
c °
d
m E
a
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
�!V
C
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
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MORTAR
FI LLET
j -- i �--- 6" MIN. (TYP )
SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 'E'
LADDER-STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N --SEAL BOOTS OR APPROVED EQUAL.
SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE DATE REVISION 8Y APPR -�.,� ADOPTED TY
ieR
CI OF RENTON
STANDARD PLANS
6/12/97 REVISED TO COVER 48', 54' do 60' MANHOLES MAB -- ►�, LST DATE: 12/96
10/17/9 EDITED TEXT DCv AG TEX
3/8/95 ADDED NOTE, EDIT T DCV AG
DWG. NAME: BR28 SP PAGE: B071
1:3:5 MIX
CONCRETE
BLOCKING
J
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
P +.
i
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
L
SEWER MAIN
z �-
'A'
' B'
' C
' D'
' E'
48" MH
48"
6" MIN.
5 "MIN
2.4" MIN.
21 " I.D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I. D.
60" MH
60"
8" MIN.
6" MIN.
42" MIN.
30" I.D.
SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE DATE REVISION 8Y APPR -�.,� ADOPTED TY
ieR
CI OF RENTON
STANDARD PLANS
6/12/97 REVISED TO COVER 48', 54' do 60' MANHOLES MAB -- ►�, LST DATE: 12/96
10/17/9 EDITED TEXT DCv AG TEX
3/8/95 ADDED NOTE, EDIT T DCV AG
DWG. NAME: BR28 SP PAGE: B071
1:3:5 MIX
CONCRETE
BLOCKING
J
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
P +.
i
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
L
SEWER MAIN
z �-
PROPERTY LINE
6' -0"
o
FUTURE
I
BUILDING SEWER
-
- ----- - - - - --
w
Z
2 "x 4" STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
I
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
o
EXTENDED TO THE TOP OF THE STUD.
of
a
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
NGLEg�pG
c��SE
GIN P 2% MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
\v , ADOPTED
CITY Or RENTON
�. STANDARD PLANS
F' v LW DAM: 12/1116
DWG. NAME: BR39 SP PAGE: B078
IRID L L 2 0 .0
ADAPTER SKIRT i- RETRIEVAL STRAP
m
a
a
\�_OVERFLOW
GfOTFXTILE (TO BYPASS PEAK
FABRIC(MIRAFI 70OX 4�? FLOWS)
OR APPROVED EQUAL
%Q SEDIMENT
ACCUMULATOR
SCHEMATIC DETAIL
PROVIDE CB INSERT 'STREAMGUARD FOR SEDIMENT# OR APPROVED EQUAL
MANUFACTURER'S NAME: FOSS ENVIRONMENTAL
ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106
TELEPHONE: FOR INFORMATION: (800) 909 -3677
CB SEDIMENT PROTECTION
1 NOT TO SCALE
sWho 327,50,3
VERTICAL DATUM
NAVD -88
NORTH AMERICAN VERTICAL DATUM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC
WORKS
U*
:1 >,.
THE ELEVATIONS AND CONTOURS SHOWN HEREON
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
DATUM, AND ARE NOT RELATED TO ANY
PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL
IN W. SIDE OF PP NEAR NE PROP. CORNER.
ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS
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.
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
SANITARY SEWER _NOTES_ AND _._SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION
OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES,
PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS
DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF
RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS
TO AVOID DAMAGE OR DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24
HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES
OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL
TAKE PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY Of RENTON WITH AN AS -BUILT
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A
LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH
A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY
TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY, THESE COMPACTED LAYERS
MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF
THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS
DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED.
CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS
LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND
SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED
TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS
SHALL INCLUDE NECESSARY LEVELING Of THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA
GRAVEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS
TO MATCH PAVING.
CHECKED FOR COMPLIANCE
TO CIT STANDARDS
-Date /o tbo
Date
Dote
00 r't'► ►� L y ,
pt WASy �<
SCHWMCL & � �AssociAm, n.Lc
Clft ENO ERNrQ i PROJECT MANAGEMIT
1945 SOUTH 375TH STREET Our W) 815 -11�
jz2 FEDERAL WAY, WA 96003 For (A 1) 815 -17M
�
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AND INSTALL BUILDING SEWER COUPLINGS,
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DIRECTION OR GRADE
REQUIRE A SURFACE
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AND INSTALL BUILDING SEWER COUPLINGS,
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PROPERTY
DIRECTION OR GRADE
REQUIRE A SURFACE
Z
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4" TEST TEE WITH
MINIMUM LINE SIZE FOR OTHER THAN
SEE SIDE SEWER DETAIL
O
11--
CLEANOUT WYE. "
I t�
6" PIPING TO 6' -0"
PLUG FACE UP
SINGLE FAMILY 1S 6"
f'rlr
BEYOND PROPERTY LINE
PROPERTY LINE
CLEANOUT
YE WITH PLUG
Q_
(TYPICAL)
(-
N
�o
io
PROPERTY LINE
ie
PLA
�- 6' MIN.
Q
eulLarSNEWER
6 "x 4" REDUCER
Z
N
_z
f
w
(TYPICAL) z
uX
1
I MAIN SEWER LINE X
- - - W _i-- - _ _ _ _N - - -- -
L
x I
- - -- W 1.
II
-- -- ---
TYPICAL BUILDING
Q
SEWER INSTALLATION PLAN
?
0
m
Z
V)
Z
ra ■
IN
■
■
1099
9„
r
8-3/4"
1-1/4 1/2' 2„
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8
171/2
I
1"
RAISE -1/2 to
WIDE BORDER
5/8..
2 � 8„ 4„
SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE, SE., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
12 "¢
FIBER
PAC K I I'
45' (1/8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
2' -0•.
CONCRETE
CLASS 3000
-4-3/4
•.'. II I PLUG TO BE SEALED
' • -4- --I- -- IN SAME MANNER AS
CAST IRON RING AND COVER - II I MAIN SEWER JOINTS.
.-
NOTE: :•
IN UNIMPROVED AREAS POUR 1' -0" THICK fi INCH OR 8 INCH CLEAN -OUT
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER. ADOPTED
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING CITY OF RENTON
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. -'ft STANDARD PLANS
- T �� LST DATE: 12/96
10/17/96 Added notes. DCV AG
DATE REVISION A BY IAPPR'D DWG. NAME: BW18B SP PAGE: 8076
4" CLEANOUT WYE WITH
45' BEND AND PLUG.
w w
Z
J
zl
J
ILJ
IHOUSE a HOUSE
31 -0" MIN.
ALL 90' TURNS SHALL
BE ACCOMPLISHED BY MEANS
r/ i OF A WYE AND 45' BEND.
W TWO 45' BENDS SHALL NOT
I BE ACCEPTABLE.
tr
W
0.
a_
4" PIPING
PLAN
BUILDING DRAIN
FOR LOW HOUSE
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1 -800- 424 -5555
NOTES:
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Deportment.
2. Types of pipe and fittings that can be used for sanitary
sewers shall be approved by the Department of Public Works.
Rubber or neoprene gaskets as specified by the manufacturer,
shall be used on joints.
3. A minimum grade of 2% (1/4" per foot) must be
maintained with 4" pipe. In the event a 2% grade
cannot be maintained. The owner must grant a
glade release to the City and then con install
6 pipe at a grade of ' .
4. For inspection of side sewer, call 24 hours
in advance, 277 -5570. Site must be ready for inspection
and representative on site when inspector
arrives at appointed time. Side sewer and stub
shall be tested per City specifications.
Make the connection at the house. Do not bockf'.Il
the ditch until approval is given by the inspector.
Final approval wdl be granted after the existing
septic tank has been pumped out and filled with sand.
5. Install side sewer with 2' minimum cover. 18"
cover is allowed at the house if outlet is shallow.
6. If side sewer stub is not available. The owner shall
be responsible for its instollabon. The side sewer
shall be a minimum of 6' in size. If tee is not
available, the main sewer line must be tapped
thru a cost iron saddle. All work within
street right -of -way shall be done by o licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. NI trench restoration for side sewers in the public
right -of -way shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. NI building sewer and side sewers shall hove
bedding in accordance with drawing OW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal separation
between sanitary side sewers and water services and a
minimum 5 foot horizontal separation between sanitary side
sewers and SW other utilities.
ROLL 200
— TYPICAL BUILDING SEWER —
SIDE SEWER (PROPERTY LINE)
TO BUILDING CONNECTION
INSTALLATION PLAN
Nt ADOPTED
CITY Or RENTON
— STANDARD PUNS
F `J Uff DATE: 12/96
DWG. NAME: BR35 SP PAGE: BO82
--1 /2"
-- WEB 8 PL.
FRAME (NON - LOCKING)
a
NOTES:
1 /2" TYP.
A
'2" x 3" x 3/8" NON -SKID PATTERN
ST INTEGRAL ON TOP
COVER (NON-LOCKING
FOR 5/8" -1 1 N.C. x 1-1/4
D S.S. SOC. HD. CAP SCREW (3 REQ'D.)
4' _._-TYP. NON -SKID PATTERN
Q
1
--f j -1 _ 1 /4„
23 -1/4"
33-1/4 99
SECTION A -A
5/8„ 3/8„
T
1 to SEAT
25"
SECTION B--B
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
"'�4 AND TAP 5/8"-11 N.C. 1 -1/2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER LOCKING)
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY ' `DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
10/17/91 Edited notes.
DATE I REVISION
DCVI AG
BY 1APPR
S-32T9oy
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Pr 10 f
Date
Date
Date
i
13/411
1 -3/8"
F2
MANHOLE FRAME AND COVER
ADOPTED
CITY OF RENTON
- STANDARD PLANS
L3T DATE: 12/96
nulrN KIALAr. Mnnn nA ^r-- r% ^ -7.
VERTICAL DATUM
NAVD -88
NORTH AMERICAN VERTICAL DATUM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC
WORKS
BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
DATUM, AND ARE NOT RELATED TO ANY
PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL
IN W. SIDE OF PP NEAR NE PROP. CORNER.
ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS
THE RIM OF THE EXISTING SSMH AT 152ND
AVENUE SE do SE 132ND STREET ELEV= 458.72
EQUALS 105.98 (CRONES RELATIVE DATUM)
CONTOUR INTERVAL: 2 FEET.
A 4L • SCHWEHCL & Assocw�.s, �,Lc
M. CIVL EINGNEER00 A PROJECT MANAOEMT
' 1945 SOUTH 375TH STREET W) 815-IM
FEDERAL WAY, WA 98003 For (2M) 815 -17M
ba*we0*ornaa 0et
af�a■ 0�/1�
Al— NININ N A A
C-D -S 00
•
M
i
N
•
�NO BEND AS REQUIFty MORE THAN 45'
4 SEWER PIPE
(TYPICAL)
Z
END 6" PIP
4" SURFACE
/
0 L,
m
o
ON END OR EXISTING 6" SEWER PIPE.
a.
ERY 2ND CHANGE I
CLEANOUT NOUT
� 1
AND INSTALL BUILDING SEWER COUPLINGS,
`O
I
4" SEWER PIPE SEE NOTES 2 AND 3.
PROPERTY
DIRECTION OR GRADE
REQUIRE A SURFACE
Z
Z
4" TEST TEE WITH
MINIMUM LINE SIZE FOR OTHER THAN
SEE SIDE SEWER DETAIL
O
11--
CLEANOUT WYE. "
I t�
6" PIPING TO 6' -0"
PLUG FACE UP
SINGLE FAMILY 1S 6"
f'rlr
BEYOND PROPERTY LINE
PROPERTY LINE
CLEANOUT
YE WITH PLUG
I I
(TYPICAL)
(-
N
�o
io
PROPERTY LINE
ie
PLA
�- 6' MIN.
C
eulLarSNEWER
6 "x 4" REDUCER
Z
N
_z
f
z
(TYPICAL) z
uX
1
I MAIN SEWER LINE X
- - - W _i-- - _ _ _ _N - - -- -
L
x I
- - -- W 1.
II
-- -- ---
TYPICAL BUILDING
SEWER INSTALLATION PLAN
?
4" SOIL PIPE
o40
c
4" CALDER COUPLING
Z
IF THE BUILDING SEWER SERVES ANY FIXTURE
:
_ i
OR EQUAL TO FIT
X
I
HAVING FLOOD LEVEL RIMS LOCATED BELOW THE
° i
N
°
o
ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
4n -
�- SURFACE CLEANOUT
-
°
OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
°
4 "x 4 "x4" WYE
°
I
Z
DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84.
�
M
.n
0
4" PIPING
0�5// —
m
N
4 "x 4 "x 4" TEST TEE
FACE UP AND PLUGGED
?
W
4" CALDER COUPLING
OR EQUAL TO FIT
p
W
�''
4" NIPPLE
SURFACE CLEANOUT
Z Z
6 "x 4" REDUCER
m
4 "x 4 "x4" WYE
4" PIPING
PLAN
BUILDING DRAIN
FOR LOW HOUSE
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1 -800- 424 -5555
NOTES:
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Deportment.
2. Types of pipe and fittings that can be used for sanitary
sewers shall be approved by the Department of Public Works.
Rubber or neoprene gaskets as specified by the manufacturer,
shall be used on joints.
3. A minimum grade of 2% (1/4" per foot) must be
maintained with 4" pipe. In the event a 2% grade
cannot be maintained. The owner must grant a
glade release to the City and then con install
6 pipe at a grade of ' .
4. For inspection of side sewer, call 24 hours
in advance, 277 -5570. Site must be ready for inspection
and representative on site when inspector
arrives at appointed time. Side sewer and stub
shall be tested per City specifications.
Make the connection at the house. Do not bockf'.Il
the ditch until approval is given by the inspector.
Final approval wdl be granted after the existing
septic tank has been pumped out and filled with sand.
5. Install side sewer with 2' minimum cover. 18"
cover is allowed at the house if outlet is shallow.
6. If side sewer stub is not available. The owner shall
be responsible for its instollabon. The side sewer
shall be a minimum of 6' in size. If tee is not
available, the main sewer line must be tapped
thru a cost iron saddle. All work within
street right -of -way shall be done by o licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. NI trench restoration for side sewers in the public
right -of -way shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. NI building sewer and side sewers shall hove
bedding in accordance with drawing OW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal separation
between sanitary side sewers and water services and a
minimum 5 foot horizontal separation between sanitary side
sewers and SW other utilities.
ROLL 200
— TYPICAL BUILDING SEWER —
SIDE SEWER (PROPERTY LINE)
TO BUILDING CONNECTION
INSTALLATION PLAN
Nt ADOPTED
CITY Or RENTON
— STANDARD PUNS
F `J Uff DATE: 12/96
DWG. NAME: BR35 SP PAGE: BO82
--1 /2"
-- WEB 8 PL.
FRAME (NON - LOCKING)
a
NOTES:
1 /2" TYP.
A
'2" x 3" x 3/8" NON -SKID PATTERN
ST INTEGRAL ON TOP
COVER (NON-LOCKING
FOR 5/8" -1 1 N.C. x 1-1/4
D S.S. SOC. HD. CAP SCREW (3 REQ'D.)
4' _._-TYP. NON -SKID PATTERN
Q
1
--f j -1 _ 1 /4„
23 -1/4"
33-1/4 99
SECTION A -A
5/8„ 3/8„
T
1 to SEAT
25"
SECTION B--B
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
"'�4 AND TAP 5/8"-11 N.C. 1 -1/2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER LOCKING)
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY ' `DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
10/17/91 Edited notes.
DATE I REVISION
DCVI AG
BY 1APPR
S-32T9oy
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Pr 10 f
Date
Date
Date
i
13/411
1 -3/8"
F2
MANHOLE FRAME AND COVER
ADOPTED
CITY OF RENTON
- STANDARD PLANS
L3T DATE: 12/96
nulrN KIALAr. Mnnn nA ^r-- r% ^ -7.
VERTICAL DATUM
NAVD -88
NORTH AMERICAN VERTICAL DATUM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC
WORKS
BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
DATUM, AND ARE NOT RELATED TO ANY
PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL
IN W. SIDE OF PP NEAR NE PROP. CORNER.
ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS
THE RIM OF THE EXISTING SSMH AT 152ND
AVENUE SE do SE 132ND STREET ELEV= 458.72
EQUALS 105.98 (CRONES RELATIVE DATUM)
CONTOUR INTERVAL: 2 FEET.
A 4L • SCHWEHCL & Assocw�.s, �,Lc
M. CIVL EINGNEER00 A PROJECT MANAOEMT
' 1945 SOUTH 375TH STREET W) 815-IM
FEDERAL WAY, WA 98003 For (2M) 815 -17M
ba*we0*ornaa 0et
af�a■ 0�/1�
Al— NININ N A A
C-D -S 00
•
M
i
N
TO FIT
Z
END 6" PIP
o2
I , I
REMOVE 2 "x4" STUD AND CAP OR PLUG
0 L,
m
o
ON END OR EXISTING 6" SEWER PIPE.
a.
� 1
AND INSTALL BUILDING SEWER COUPLINGS,
`O
I
REDUCER, TEES, AND BENDS AS REQUIRED.
PROPERTY
LINE
Z
Z
o<
I Imo-
SEE SIDE SEWER DETAIL
O
11--
W
��+
I t�
6" PIPING TO 6' -0"
f'rlr
BEYOND PROPERTY LINE
Z
WW
I I
6" SIDE OUTLET TEE
SEE
N
I I
NOTE 6 SEWER MAIN
a
PLA
eulLarSNEWER
INSTALLATION
4" PIPING
PLAN
BUILDING DRAIN
FOR LOW HOUSE
CALL FOR LOCATIONS BEFORE YOU DIG
48HR LOCATORS 1 -800- 424 -5555
NOTES:
1. Prior to installation of a sanitary sewer connection,
a side -sewer permit must be purchased from the City of
Renton Public Works Deportment.
2. Types of pipe and fittings that can be used for sanitary
sewers shall be approved by the Department of Public Works.
Rubber or neoprene gaskets as specified by the manufacturer,
shall be used on joints.
3. A minimum grade of 2% (1/4" per foot) must be
maintained with 4" pipe. In the event a 2% grade
cannot be maintained. The owner must grant a
glade release to the City and then con install
6 pipe at a grade of ' .
4. For inspection of side sewer, call 24 hours
in advance, 277 -5570. Site must be ready for inspection
and representative on site when inspector
arrives at appointed time. Side sewer and stub
shall be tested per City specifications.
Make the connection at the house. Do not bockf'.Il
the ditch until approval is given by the inspector.
Final approval wdl be granted after the existing
septic tank has been pumped out and filled with sand.
5. Install side sewer with 2' minimum cover. 18"
cover is allowed at the house if outlet is shallow.
6. If side sewer stub is not available. The owner shall
be responsible for its instollabon. The side sewer
shall be a minimum of 6' in size. If tee is not
available, the main sewer line must be tapped
thru a cost iron saddle. All work within
street right -of -way shall be done by o licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. NI trench restoration for side sewers in the public
right -of -way shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. NI building sewer and side sewers shall hove
bedding in accordance with drawing OW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal separation
between sanitary side sewers and water services and a
minimum 5 foot horizontal separation between sanitary side
sewers and SW other utilities.
ROLL 200
— TYPICAL BUILDING SEWER —
SIDE SEWER (PROPERTY LINE)
TO BUILDING CONNECTION
INSTALLATION PLAN
Nt ADOPTED
CITY Or RENTON
— STANDARD PUNS
F `J Uff DATE: 12/96
DWG. NAME: BR35 SP PAGE: BO82
--1 /2"
-- WEB 8 PL.
FRAME (NON - LOCKING)
a
NOTES:
1 /2" TYP.
A
'2" x 3" x 3/8" NON -SKID PATTERN
ST INTEGRAL ON TOP
COVER (NON-LOCKING
FOR 5/8" -1 1 N.C. x 1-1/4
D S.S. SOC. HD. CAP SCREW (3 REQ'D.)
4' _._-TYP. NON -SKID PATTERN
Q
1
--f j -1 _ 1 /4„
23 -1/4"
33-1/4 99
SECTION A -A
5/8„ 3/8„
T
1 to SEAT
25"
SECTION B--B
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
"'�4 AND TAP 5/8"-11 N.C. 1 -1/2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER LOCKING)
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY ' `DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
10/17/91 Edited notes.
DATE I REVISION
DCVI AG
BY 1APPR
S-32T9oy
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Pr 10 f
Date
Date
Date
i
13/411
1 -3/8"
F2
MANHOLE FRAME AND COVER
ADOPTED
CITY OF RENTON
- STANDARD PLANS
L3T DATE: 12/96
nulrN KIALAr. Mnnn nA ^r-- r% ^ -7.
VERTICAL DATUM
NAVD -88
NORTH AMERICAN VERTICAL DATUM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC
WORKS
BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
DATUM, AND ARE NOT RELATED TO ANY
PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL
IN W. SIDE OF PP NEAR NE PROP. CORNER.
ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS
THE RIM OF THE EXISTING SSMH AT 152ND
AVENUE SE do SE 132ND STREET ELEV= 458.72
EQUALS 105.98 (CRONES RELATIVE DATUM)
CONTOUR INTERVAL: 2 FEET.
A 4L • SCHWEHCL & Assocw�.s, �,Lc
M. CIVL EINGNEER00 A PROJECT MANAOEMT
' 1945 SOUTH 375TH STREET W) 815-IM
FEDERAL WAY, WA 98003 For (2M) 815 -17M
ba*we0*ornaa 0et
af�a■ 0�/1�
Al— NININ N A A
C-D -S 00
•
M
i
cn
\ i'
� Z
O
z
Ell-
y W W
' Cr:W
� W
�U)
Z �
N �
"2 a
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co Q
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n
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o
M W
1 x
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s
s
W
W
W
CD
u
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M"1 m 2
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Of
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C5
SURVEYOR'S NOTES
FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2°
TOTAL STATION USING TRAVERSE AND RADIAL SURVEY METHODS
THAT MEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN
WAC 332.130.090.
THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A
CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT TO
SHOW ALL EASEMENTS OF RESTRICTIONS OF RECORD, IF ANY.
THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP ARE
PER RECORD TITLE INFORMATION AND REPRESENT DEED LINES
ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT
MAY OTHERWISE BE DETERMINED BY A COURT OF LAW.
COPYRIGHT BY CRONES & ASSOCIATES LAND SURVEYING
LEGAL DESCRIPTION
LOTS 3 AND 4, CEDAR CREST ESTATES, ACCORDING TO THE
PLAT THEREOF, RECORDED IN VOLUME 95 OF PLATS, PAGE
54, W KING COUNTY, WASHINGTON.
SECTION 14, TOWNSHIP 23N, RANGE 5E.
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS MAP IS BETWEEN THE TWO
FOUND MONUMENTS ON THE CENTERLINE OF S.E. 133RD
COURT, BEARING N88'36 "06 "W, PER PLAT OF WILLOWBROOK
LANE (170/1 -4), AS SHOWN.
BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED
UPON A PROJECT SPECIFIC ASSUMED DATUM, AND ARE NOT
RELATED TO ANY PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL IN W. SIDE OF
PP NEAR NE PROP. CORNER. ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS 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
TEMPORARY BENCHMARK
SET AN ONSITE TEMPORARY BENCHMARK: NAIL IN W. SIDE OF
PP NEAR NE PROP. CORNER. ELEVATION = 12232 FEET.
LEGEND
FOUND MONUMENT" AS SHOWN
Q FOUND REBAR /PIPE, AS SHOWN
® SET 518` REBAR & CAP, LS //29537
(P7) INDICATES RECORD OF
ESTATES (95-54) 4) PLAT OF
(P2) RECORD OF VALUE (170 /1 -) 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
FENCELINE
T, FIRE HYDRANT
0— POWER LIGHT POLE
o POWER POLE
m POWER JUNCTION BOX
® SANITARY SEWER MANHOLE
m TELEPHONE RISER
owm WATER METER
X WATER VALVE
SURVEYORS CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION, IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SURVEY RECORDING ACT, AT THE REQUEST OF D.E.
BLOOD, IN APRIL, 2005.
JAMES D. CRONES
L.S. 29537
SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
EX SSMH #1
A /— SSMH #1
—SSMH #2
m
I
Rm
a
oe
3�
�s
PROJECT PROPONENTS
DURWOOD`E. BLOOD
(LOT 3 CEDAR CREST ESTATES)
KEVIN M. WYMAN
(LOT 4 CEDAR CREST ESTATES)
MACKENZIE RIVER HOMES, INC.
16540 SE 149TH STREET
RENTON, WASHINGTON 98059
ENGINEER
BRANT A, SCHWEIKL, P.E.
SCHWEIKL AND ASSOCIATES, PLLC
1949 SOUTH 375TH STREET
FEDERAL WAY, WASHINGTON 98003
PH: (253) 815 -1700
FAX (253) 815 -1701
04
Is
I�
o
M W
1 x
w
o
N w
s
s
W
W
W
CD
u
a`o
m o
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M"1 m 2
O €
3�
E"I a
o' o
c�
a
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o �
d �
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w
0
0
cn
Of
Of
C5
SURVEYOR'S NOTES
FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2°
TOTAL STATION USING TRAVERSE AND RADIAL SURVEY METHODS
THAT MEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN
WAC 332.130.090.
THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A
CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT TO
SHOW ALL EASEMENTS OF RESTRICTIONS OF RECORD, IF ANY.
THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP ARE
PER RECORD TITLE INFORMATION AND REPRESENT DEED LINES
ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT
MAY OTHERWISE BE DETERMINED BY A COURT OF LAW.
COPYRIGHT BY CRONES & ASSOCIATES LAND SURVEYING
LEGAL DESCRIPTION
LOTS 3 AND 4, CEDAR CREST ESTATES, ACCORDING TO THE
PLAT THEREOF, RECORDED IN VOLUME 95 OF PLATS, PAGE
54, W KING COUNTY, WASHINGTON.
SECTION 14, TOWNSHIP 23N, RANGE 5E.
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS MAP IS BETWEEN THE TWO
FOUND MONUMENTS ON THE CENTERLINE OF S.E. 133RD
COURT, BEARING N88'36 "06 "W, PER PLAT OF WILLOWBROOK
LANE (170/1 -4), AS SHOWN.
BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED
UPON A PROJECT SPECIFIC ASSUMED DATUM, AND ARE NOT
RELATED TO ANY PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL IN W. SIDE OF
PP NEAR NE PROP. CORNER. ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS 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
TEMPORARY BENCHMARK
SET AN ONSITE TEMPORARY BENCHMARK: NAIL IN W. SIDE OF
PP NEAR NE PROP. CORNER. ELEVATION = 12232 FEET.
LEGEND
FOUND MONUMENT" AS SHOWN
Q FOUND REBAR /PIPE, AS SHOWN
® SET 518` REBAR & CAP, LS //29537
(P7) INDICATES RECORD OF
ESTATES (95-54) 4) PLAT OF
(P2) RECORD OF VALUE (170 /1 -) 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
FENCELINE
T, FIRE HYDRANT
0— POWER LIGHT POLE
o POWER POLE
m POWER JUNCTION BOX
® SANITARY SEWER MANHOLE
m TELEPHONE RISER
owm WATER METER
X WATER VALVE
SURVEYORS CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION, IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SURVEY RECORDING ACT, AT THE REQUEST OF D.E.
BLOOD, IN APRIL, 2005.
JAMES D. CRONES
L.S. 29537
SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
EX SSMH #1
A /— SSMH #1
—SSMH #2
m
I
Rm
a
oe
3�
�s
PROJECT PROPONENTS
DURWOOD`E. BLOOD
(LOT 3 CEDAR CREST ESTATES)
KEVIN M. WYMAN
(LOT 4 CEDAR CREST ESTATES)
MACKENZIE RIVER HOMES, INC.
16540 SE 149TH STREET
RENTON, WASHINGTON 98059
ENGINEER
BRANT A, SCHWEIKL, P.E.
SCHWEIKL AND ASSOCIATES, PLLC
1949 SOUTH 375TH STREET
FEDERAL WAY, WASHINGTON 98003
PH: (253) 815 -1700
FAX (253) 815 -1701
04
0
cn
Of
Of
C5
SURVEYOR'S NOTES
FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2°
TOTAL STATION USING TRAVERSE AND RADIAL SURVEY METHODS
THAT MEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN
WAC 332.130.090.
THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A
CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT TO
SHOW ALL EASEMENTS OF RESTRICTIONS OF RECORD, IF ANY.
THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP ARE
PER RECORD TITLE INFORMATION AND REPRESENT DEED LINES
ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT
MAY OTHERWISE BE DETERMINED BY A COURT OF LAW.
COPYRIGHT BY CRONES & ASSOCIATES LAND SURVEYING
LEGAL DESCRIPTION
LOTS 3 AND 4, CEDAR CREST ESTATES, ACCORDING TO THE
PLAT THEREOF, RECORDED IN VOLUME 95 OF PLATS, PAGE
54, W KING COUNTY, WASHINGTON.
SECTION 14, TOWNSHIP 23N, RANGE 5E.
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS MAP IS BETWEEN THE TWO
FOUND MONUMENTS ON THE CENTERLINE OF S.E. 133RD
COURT, BEARING N88'36 "06 "W, PER PLAT OF WILLOWBROOK
LANE (170/1 -4), AS SHOWN.
BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED
UPON A PROJECT SPECIFIC ASSUMED DATUM, AND ARE NOT
RELATED TO ANY PUBLISHED VERTICAL CONTROL NETWORK.
SET AN ONSITE TEMPORARY BENCHMARK: NAIL IN W. SIDE OF
PP NEAR NE PROP. CORNER. ELEVATION = 122.32
FEET.
EQUATION FOR THE CITY OF RENTON DATUM IS 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
TEMPORARY BENCHMARK
SET AN ONSITE TEMPORARY BENCHMARK: NAIL IN W. SIDE OF
PP NEAR NE PROP. CORNER. ELEVATION = 12232 FEET.
LEGEND
FOUND MONUMENT" AS SHOWN
Q FOUND REBAR /PIPE, AS SHOWN
® SET 518` REBAR & CAP, LS //29537
(P7) INDICATES RECORD OF
ESTATES (95-54) 4) PLAT OF
(P2) RECORD OF VALUE (170 /1 -) 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
FENCELINE
T, FIRE HYDRANT
0— POWER LIGHT POLE
o POWER POLE
m POWER JUNCTION BOX
® SANITARY SEWER MANHOLE
m TELEPHONE RISER
owm WATER METER
X WATER VALVE
SURVEYORS CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION, IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SURVEY RECORDING ACT, AT THE REQUEST OF D.E.
BLOOD, IN APRIL, 2005.
JAMES D. CRONES
L.S. 29537
SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
EX SSMH #1
A /— SSMH #1
—SSMH #2
m
I
Rm
a
oe
3�
�s
PROJECT PROPONENTS
DURWOOD`E. BLOOD
(LOT 3 CEDAR CREST ESTATES)
KEVIN M. WYMAN
(LOT 4 CEDAR CREST ESTATES)
MACKENZIE RIVER HOMES, INC.
16540 SE 149TH STREET
RENTON, WASHINGTON 98059
ENGINEER
BRANT A, SCHWEIKL, P.E.
SCHWEIKL AND ASSOCIATES, PLLC
1949 SOUTH 375TH STREET
FEDERAL WAY, WASHINGTON 98003
PH: (253) 815 -1700
FAX (253) 815 -1701
04
!r
a
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0
U)
ai
CK
SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E,, W.M.
NOTE: INSTALL CATCH BASIN EX. SSMH 1, 48"0 ./SOLID LOCKING LID , 7 44+% CITY OF RENTON KING COUNTY WASHINGTON
INSERTS AT THE FIRST SET OF STA: 4132 -?�, 8:49 LT 37•LF 8 "0 SS ®h44%
CB'S TO THE WEST IN THE PAVED RIM = -ie5..9fr 4-6e -o9 SDR35 ASTM D3034 - S.
TRAVELED WAY. IE ='97-58 8 "0 IN (SE) q�4.4+ SAWCUT EXISTING ASPHALT. AND
SSMH 11, 48 °0 w SOLID LOCKING LID IE =9;,48 EX. 8 "0 OUT (W)d -59 REMOVE ASPHALT PAVEMENT
CORE DRILL EXISTING SSMH STA: 2+88:+$ 5.72& RT TYP
12" CONC. FIFE =-� AND RECHANNEL SSMH RIM t 406:96 (MATCH GRADE) (TYP)
IN PERT -10336 \ IF NECESSARY IF = 99.10 8 "4 IN (ENE) PER KING COUNTY ROAD STANDARDS (KCRS)
IE = 98.88 8 "0 OUT (NW) SECTION 8.03(2)c. (TYP) CONSTRUCTION LIMITS (TYP)
STA: 2 +09.35, 5.33 LT = p
IE= 98.17 (0 STUB) TAX LO.T .NO. 142305 -900,J =
^ / \CAP AND ADD 2°x4° (TO IE) TO INDICATE -- I
LOCATION OF SERVICES 1
t -- — s — S
1 +23.84
CONC.
INTX STA 2 +00.00, 0.00 RT SE 32ND ST.
= STA 10 +00.00, 0.00 RT, 152ND AVE. SE
CAUTION: PROCEED WITH CAUTION IN THE -
PROXIMITY OF THE EIXTSING
WATERMAIN FITTINGS AND POSSIBLE
TRUST BLOCKS.
v 1 �
0 /TCH
/tom ^^-•
v11W
MAINS` STA: 4 +10.05 STA: 4+90.02
14 LF �K IE= 106.21 (1) MAIN] IE= 109.29.(® MAIN)
\ FOUND RE
-
TCH' FADES � \ WW /CAP, LS #1766
3f1.24 3g0/
2.53' N18'03'04
IF 8 "0 SS @-,
SCALE 1 " = 20'
20' 0 10' 20' 40'
6m m
SSMH 248 °0.w SOLID LOCKING. LID
STA: x+68:99, 8:25�RT 5 +rap.3f� 4,�f1 RT
RIM f i22: -1�, (MATCH GRADE) 484:66
IE = 1.1 2.19 8.0 IN:.(E)(KNOCKOUT) 474,o/
IE = 112,.89. 8 "0 OUT (W) -4-7$,91
1ITE T2M:
/ NAIL IN PP
EL= 122.32
P
..
/
INVERT- 107.2s 7 4 +12A
STA: 4410:95, 3aFr9BI RT
SIDE SEWER
PR OR
\
_ — — — .— —
-` 4+11.71; 7.t Kf
—,
c
R/
-: , � -,.
:.' W -
.. � -
Raw
U)
v
I
EXI ROW LINE
2 CONC PIPE ,—EXISTING
-. , - -- . - -.- -_ -
-- - -
- -- :.. --
- _� -' `- -_
- _'.- - -
I
Z
O
/ NPERT 72027
6 +78.79
.. STA: 4i- 9&82;_RT
SIDE SEINER \
U)
:_SE'
IN
X W
W W J
: (NORTH AMERICAN VERTICAL DATUM OF 1988
Li
Of
O
-
W n
��. � w.\ \•I'
-
-...
w �J
`8a
C)
c Q
t ....
GA" ,- 4 G .....
RAW
=.^
< "' CONC. PIPE
z
Ta-/
.` -. - - -- .
GA;
5.00' {TYP) _ 80.00'
0-08" - = -ouHD - - -- -
s -�
® 06'
V)Q
U
J
:.�89
`t1
m
FENCE IS 0..6 ".W
I
0�
1 ,x
w
I
O O ° E
F 3a
- BENCHMARK
5
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gam'
m
1
E-
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IN w
°E
m
z
13
a
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E
^
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c
a�
i
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�3 0
,i,1...
- ,
sir �.1 ;. -
-. I,w f
,..
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N
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o
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CK
SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E,, W.M.
NOTE: INSTALL CATCH BASIN EX. SSMH 1, 48"0 ./SOLID LOCKING LID , 7 44+% CITY OF RENTON KING COUNTY WASHINGTON
INSERTS AT THE FIRST SET OF STA: 4132 -?�, 8:49 LT 37•LF 8 "0 SS ®h44%
CB'S TO THE WEST IN THE PAVED RIM = -ie5..9fr 4-6e -o9 SDR35 ASTM D3034 - S.
TRAVELED WAY. IE ='97-58 8 "0 IN (SE) q�4.4+ SAWCUT EXISTING ASPHALT. AND
SSMH 11, 48 °0 w SOLID LOCKING LID IE =9;,48 EX. 8 "0 OUT (W)d -59 REMOVE ASPHALT PAVEMENT
CORE DRILL EXISTING SSMH STA: 2+88:+$ 5.72& RT TYP
12" CONC. FIFE =-� AND RECHANNEL SSMH RIM t 406:96 (MATCH GRADE) (TYP)
IN PERT -10336 \ IF NECESSARY IF = 99.10 8 "4 IN (ENE) PER KING COUNTY ROAD STANDARDS (KCRS)
IE = 98.88 8 "0 OUT (NW) SECTION 8.03(2)c. (TYP) CONSTRUCTION LIMITS (TYP)
STA: 2 +09.35, 5.33 LT = p
IE= 98.17 (0 STUB) TAX LO.T .NO. 142305 -900,J =
^ / \CAP AND ADD 2°x4° (TO IE) TO INDICATE -- I
LOCATION OF SERVICES 1
t -- — s — S
1 +23.84
CONC.
INTX STA 2 +00.00, 0.00 RT SE 32ND ST.
= STA 10 +00.00, 0.00 RT, 152ND AVE. SE
CAUTION: PROCEED WITH CAUTION IN THE -
PROXIMITY OF THE EIXTSING
WATERMAIN FITTINGS AND POSSIBLE
TRUST BLOCKS.
v 1 �
0 /TCH
/tom ^^-•
v11W
MAINS` STA: 4 +10.05 STA: 4+90.02
14 LF �K IE= 106.21 (1) MAIN] IE= 109.29.(® MAIN)
\ FOUND RE
-
TCH' FADES � \ WW /CAP, LS #1766
3f1.24 3g0/
2.53' N18'03'04
IF 8 "0 SS @-,
SCALE 1 " = 20'
20' 0 10' 20' 40'
6m m
SSMH 248 °0.w SOLID LOCKING. LID
STA: x+68:99, 8:25�RT 5 +rap.3f� 4,�f1 RT
RIM f i22: -1�, (MATCH GRADE) 484:66
IE = 1.1 2.19 8.0 IN:.(E)(KNOCKOUT) 474,o/
IE = 112,.89. 8 "0 OUT (W) -4-7$,91
1ITE T2M:
/ NAIL IN PP
EL= 122.32
P
..
/
INVERT- 107.2s 7 4 +12A
STA: 4410:95, 3aFr9BI RT
SIDE SEWER
PR OR
\
_ — — — .— —
-` 4+11.71; 7.t Kf
—,
c
R/
-: , � -,.
:.' W -
.. � -
Raw
0 ESP
I
EXI ROW LINE
2 CONC PIPE ,—EXISTING
-. , - -- . - -.- -_ -
-- - -
- -- :.. --
- _� -' `- -_
- _'.- - -
/
- -- - x..5.25
- -.- - -- - �'�
5 +00
-
/ NPERT 72027
6 +78.79
.. STA: 4i- 9&82;_RT
SIDE SEINER \
_
:_SE'
132ND STREET
: (NORTH AMERICAN VERTICAL DATUM OF 1988
GAS
-
_
��. � w.\ \•I'
-
-...
w �J
`8a
:. w
---
t ....
GA" ,- 4 G .....
RAW
=.^
< "' CONC. PIPE
_
GA`;
10;00(TYp)
Ta-/
.` -. - - -- .
GA;
5.00' {TYP) _ 80.00'
0-08" - = -ouHD - - -- -
s -�
® 06'
-
�rAe• -
W
r�
..
/
INVERT- 107.2s 7 4 +12A
STA: 4410:95, 3aFr9BI RT
SIDE SEWER
_ — — _ — —
FENCE COR. IS'.
\
_ — — — .— —
-` 4+11.71; 7.t Kf
—,
c
-: , � -,.
:.' W -
.. � -
Raw
VERTICAL DATUM
NAVD -88
12” CONC. PIPE
I
32.653 LF 6 "02 -BD% -. 1.57 -��
_-,. -�' „..
26'97. & 1 0'E.
\.
.. STA: 4i- 9&82;_RT
SIDE SEINER \
_
-'=
: (NORTH AMERICAN VERTICAL DATUM OF 1988
-
tNPERT- 109.01
'. .
IE ==195:51 (® STUB) -- ' '
OF PROP. COR. �..I
I ,x:513& -LF 6 "0 �BB� 2 83%.
IE-i84 (@ STUB)
I
-'
PER KING COUNTY. DEPARTMENT OF PUBLIC
WORKS
:.�89
`t1
FENCE IS 0..6 ".W
I
0�
I
OFPROP. LINE
- BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON
'�I-
J `. -
`- ...:,'
s� r '€ . ,ti 1 ..`
,i,1...
- ,
sir �.1 ;. -
-. I,w f
,..
\�
I
�1 I ;;
2, •J
.y�'
ARE BASED UPON JA PROJECT SPECIFIC ASSUMED
DATUM, AND ARE NOT RELATED TO ANY
PUBLISHED VERTICAL CONTROL NETWORK.
`�C
rI; �.
.
`q0� I
:..MIN. FF 'N
` I!n I
MIN.
a
V a
= I
ELEV -1120
ELEV =115.0
i
w
iv
SET AN ONSITE TEMPORARY BENCHMARK: NAIL
IN W. SIDE OF PP. NEAR NE:. PROP. CORNER.
770,.
FEETATION - 122.32
: :t
E
I
� U
n z
n O
n z
Li
X
Ld CC/) W J
Q
Lli
W 0
W
U) I)
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r7 Q
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cn < O
z
U
J
m
d
a°
0 0
P
x
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E a
�w
w as
U mo
�E
,k -E Z5'N
:y 9I `
o u:
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a "
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a
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MORTAR
FILLET
SE 132ND STREET ® PUBLIC SANITARY SEWER EXTENSION SANITARY SEWER NOTES AND SPECIFICATIONS
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF `SEC. 14, TWP 23N., RGE. SE., n
W.M. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
CITY OF RENTON, KING COUNTY, WASHINGTON SPECIFICATIONS OF THE CITY REND UTILITY DEPARTMENT AND THE LATEST EDITION
OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 'E'
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED,
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING,, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT' SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL -BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. _
48" MH
54" MH
60" MH
,B,
,C,
,D,,
,E.
6" MIN.
5 °MIN r
24" MIN.
21" I.D.
460"
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
SANITARY MANHOLE TYPICAL DETAIL
jY p
ADOPTED
S BUILTS
O'• "�
♦ f
CITY OF RENTON
RENTON DN PECIFCATIIONS
8 MIN.
5.5 MUM:
24 MIN.
24 LD.
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES,
8" MIN.
6° MIN::.
42" MIN.
30" 1.D.
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
SANITARY MANHOLE TYPICAL DETAIL
jY p
ADOPTED
S BUILTS
O'• "�
♦ f
CITY OF RENTON
RENTON DN PECIFCATIIONS
STANDARD PLANS
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT' LOCATION SO AS
LST DATE: 12/96.
TO AVOID DAMAGE OR DISTURBANCE.
DWG. NAME: BR28 SP
PAGE: B071 '
I
PROPERTY LINE
6, 0„
b FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
w
z 2 "x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD.
o
Of
O_ UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
60" ALLOWABLE MAX.
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
CONCRETE +. �� / GLti �\ONG
BLOCKING �P �� 25 F� PAIL ��
M M NCR
/ CO _2% MIN SLOPE
i 1 HORIZONTAL
6" SIDE OUTLET TEE
} SEWER MAIN
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
STANDARD SIDE SEWER INSTALLATION
ELEVATION (SEWER MAIN TO PROPERTY LINE)
NOTE: Y p ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY + Cm + CITY OF RENTON
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. ''`' STANDARD PLANS
LST DATE: 12/96
10 17/9 Edited note. DCV AG
DATE I REVISION I BY IAPPRJ DWG. NAME: BR39 SP PAGE: 8078
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2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30
0
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES,
PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS
DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3. ALL CONSTRUCTION SHALL BE iN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
S BUILTS
AMERICA ASSOCIATION; LATEST `EDITION (APWA) AND CITY OF
RENTON DN PECIFCATIIONS
4. ALL LOCATIONS OF EXISTING' UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT' LOCATION SO AS
TO AVOID DAMAGE OR DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED
PRIORI TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY' DEPARTMENT 24
HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
ADAPTER SKIRT RETRIEVAL STRAP
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES
OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND 'OTHERS ON THE
o
CONSTRUCTION SITE.
a
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
C?
OVERFLOW
C� (TO BYPASS PEAK
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL
GEOTEXTILE -
FABRIC(MIRAR 70OX 4P FLOWS)
TAKE PRECEDENCE OVER ALL OTHER PLANS.
OR APPROVED EQUAL a
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9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
SEDIMENT.
ACCUMULATOR
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILT`
SCHEMATIC DETAIL
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A
PROVIDE CB INSERT'STREAMGUARD FOR SEDIMENT• OR APPROVED EQUAL
LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
MANUFACTURER'S NAME FOSS ENVIRONMENTAL
ADDRESS 200 SW MICHIGAN STREET SEATTLE, WA 88106
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES'OF THE PIPE IN LAYERS WITH
TELEPHONE: FOR INFORMATION: (800),909 -3677
A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 18 INCHES,1, THOROUGHLY
CB SEDIMENT PROTECTION
TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED' LAYERS
1 _
MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF
NoT To SCALE
THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE, SHALL BE THE SAME AS
DESCRIBED.
Z d7 O.'
5'
CROSSINGS
ROADWAY SL K WITH CRUSHED A MECHANICALLY C UCUTSNTOTHEEXISSTI
GASSPHALHAL BE EATLINECUT WITHSAINACCON11NUOS
LINE. A TEMPORARY MIX PATCH MUST BE PLACED" IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND
SHALL'BE PER CITY OF RENTON CURRENT STANDARDS.
TARNOW
13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED
TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON SITE EROSION
VERTICAL DATUM
AFTER THE COMPLETION OF CONSTRUCTION.
NAVD -88
15, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
NORTH AMERICAN VERTICAL DATUM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC`
FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(l) OF THE CURRENT STATE OF
WORKS'
WASHINGTON STANDARD SPECIFICATIONS`.FOR ROAD AND. BRIDGE CONSTRUCTION. THIS
SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
BENCHMARK
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL TO UNIFORM GRADE.SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
THE ELEVATIONS AND CONTOURS SHOWN HEREON
SUPPORTED ON AUNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING.. SHALL BE PEA
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
GRAVEL 6" ABOVE AND BELOW THE PIPE.
DATUM, AND ARE NOT RELATED TO ANY
PUBLISHED VERTICAL CONTROL NETWORK.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL: CHLORIDE (PVC) RUBBER GASKETED
SET AN ONSITE TEMPORARY BENCHMARK: NAIL
ASTM D'3034, SDR 35, OR DUCTILE IRON CLASS 50.
IN W. SIDE OF PP NEAR NE PROP. CORNER.
ELEVATION = 122.32
17. IN UNIMPROVED AREAS, MANHOLE' TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
FEET.
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS
EQUATION FOR THE CITY OF RENTON DATUM IS
TO MATCH PAVING.
THE RIM OF THE EXISTING SSMH AT 152ND
AVENUE SE & SE 132ND STREET ELEV= 458.72
EQUALS 105.98 (CRONES RELATIVE DATUM)
SCHWEUC,. &
CONTOUR INTERVAL: 2 FEET. -
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AgAssocam, PLLC
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CHECKED FOR
COMPLIANCE
CIVIL ENGINEERING 3 PROJECT MANAGEMENT
CALL 48 HOURS
To CITnY STANDARD
1/
F
1945 SOUTH 375TH STREET BUS: (253) 815 -1700
crnFaai wav wa anonA Fox. (253) 815 -1701
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T 2 7 2006 -7a s .3_-7po,_ �' s- 327ya3
SCANNED OCT 2 S 2005
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EXTENSION
SE 132ND STREET - PUBLIC SANITARY SEWER
A PORTION OF THE SE 1/4 OF THE NW > 1/4 OF SEC. 14, TWP 23N., RGE. 5E., W.M.
Cn
I
CITY OF RENTON, KING COUNTY, WASHINGTON
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2' -0"
1/2" WEB 8 PL
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Z
X
w LEI Q
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U)w
3/4" SQUARES SPACED — 3/4" CONCRETE
AS INDICATED — HT. 1/8° I :_, _; CLASS 3000
❑ ❑ ❑ 1' -0"
❑ 1_1 ❑ ❑ ❑ X1/2 I
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�� 1/2" x 3" x 3/8" NON —SKID PATTERN
CAST INTEGRAL ON TOP
_ 26_3/8,.
a �ppp p 25 -1/4.,
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/ I— 4 -3/4"
❑ 0 ❑
24" 1 „
p
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12 „0
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—
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RAISE -1 /2” FIBER JOINT
WIDE BORDER PACKING
�-- 1 -1/4"
t3/4"
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Z
1"
23 -1/4„
1
10„
FRAME (NON — LOCKING) COVER (NON — LOCKING) 33 -1/4"
M
0-
45° (1/8) BEND
1 9„
FOR 5/8"-11 N.C. x 1 -1/4" SECTION A —A
PIPE MATERIAL AS SPECIFIED
A S.S. SOC. HD. CAP SCREW (3 REQ'D.)
B 3/8„ 1 3/8
BY THE ENGINEER
1 -1/4 1/2� 2„ �5/8,
I 2 —I /� b�
r 5/8"
1/2" TYP TYP. NON—SKID PATTERN
0oW op 2„
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1 -7/8" NP. 1 „, SEAT I� h-2 1 /2"
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6
25"
O p of
2" RAISED LETTERS AS
°¢
REQ'D. SEE NOTE No.3 BELOW SECTION B-13
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8
UNDERSIDE SHOWN FOR CLARITY
L) �`°
c E
15 " - - -�
15" II I PLUG TO BE SEALED
3/4" CORE (TYP.) ON 23 " °8.C.
—„
IN SAME MANNER AS
DRILL AND TAP' 5/8"-11 N.C. 1-1/2" CORE (TYP.) (LOCKING)
E
CAST IRON RING AND COVER If I MAIN SEWER JOINTS.
ON 23" B.C.(TYP. 3 PL.)
\
=N
— — — — — — —
NorE: - - - - - - --
FRAME (LOCKING) COVER (LOCKING)
—9, �I cc
N UNIMPROVED AREAS POUR 1' -0" THICK 6 INCH OR 8 INCH CLEAN OUT
NOTES: MANHOLE FRAME AND COVER
a�
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND �q,Y p ADOPTED
RING AND COVER. CITY of RENTON
1: FOR NON— LOCKING USE OLYMPIC FOUNDRY No. MH -30 OR EQUAL. ��Y p ADOPTED
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL CITY OF RENTON
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING + +
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), + +
as
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. p— = STANDARD PLANS
IST DATE: 12/96
SANITARY (SPECIFY "SEWER ") OR WATER (SPECIFY "WATER "): �— STANDARD PLANS
F N. j O LST DATE: 12/96
~
Rg °
10/17/96 Added notes. DCV AG
DATE REVISION BY APPR'D DWG. NAME: BW18B SP PAGE: B076
10 17 9 : Edited notes: D. AS
DATE REVISION 8Y APPR DWG. NAME: BR29 SP PAGE: B074
ALL 90' TURNS SHALL
4" CLEANOUT WYE WITH BE ACCOMPLISHED BY MEANS NOTES:.
45' BEND AND PLUG. OF A. WYE AND 45' -BEND.
Z
3
2?,pS
N
¢
'
TWO 45' BENDS SHALL NOT 1 P to installation of try ect on,
z z z de pp t t b p eha.ad from the City of
BE ACCEPTABLE. R ton:P bl W rks D rt ent.
2 T ry
yp of h I I ditti that t c b used for a s 'ta proved by the Dep t
.
Rubber o k s as specified by the manufacturer,
9
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1 ¢shall
I I
I
HOUSE a HOUSE HOUSE a_ HOUSE 3 A minimum q d of -2% (1/4 per foot) ) s t be
maintained with 4 the event 2% ads
be t
VERTICAL DATUM
cannot maintained: m st
d t the Cy d then install :
PPe at grace of 9
-
NAVD —$$ -
-
a F pet f a u za n
in d one 277 5570. st m t b dy for inspection
NORTH AMERICAN VERTICAL DATUM OF 1988
- PER KING COUNTY DEPARTMENT OF PUBLIC
° rn
o
m rn m
m
" BEND AS REQUIRED _ 4" SEWER PIPE d pre t try t when p
NO MORE THAN 45' BEND). a (TYPICAL) sat pa' t d tm 5d s t
p d b
[g ) 4' SURFACEI I hall be't std p Ca sp rF tons
SEWER NOTES 2: AND 3. o
:WORKS
rc
EVERY 2ND CHANGE IN MI Make the et n---t th h D t b ckfill
< DIRECTION S GRADE WILL b W CLEANOUT q" TEST TEE WITH MINIMUM LINE: SIZE FOR OTHER THAN
E SIZE R OTHER
REQUIRE A SURFACE WYE the ditch until p val g by': th p t r.
PLUG FACE UP - SINGLE FAMILY 1S 6"
CLEANOUT WYE- 4" CLEANOUT (TYPICAL) Fpti tank h been beg pumped and filled t with sand.
l PROPERTY LINE 1 WYE WfTH PLUG _I- PROPERTY LINE 5 Install id With 2 minimum e 18'
_ _ _
- r n d tune n f ant shallow. :
�6
BENCHMARK
-
� THE ELEVATIONS AND CONTOURS SHOWN. HEREON
Of
EL
re:
6 MIN. "z 4" REDUCER c>
z = s If de se tub not bl Th hall
(TYPICAL)
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
be re ppn bl f to Installation. rn d r
f
DATUM, AND ARE NOT RELATED TO ANY
w
MAIN SEWER LINE shall be: fi If t not
available, the a angst b t ppea
thm '. cast saddle. All work wit h n
PUBLISHED VERTICAL CONTROL NETWORK:
°
TYPICAL BUILDING SEWER INSTALLATION PLAN street anded contahan be done by a liceneea
SET AN ONSITE TEMPORARY BENCHMARK: NAIL
Y
m
7 Nl k. n n b c 1 n d cardance
z 4" SOIL PIPE nth the Washin toncInd steal safe and
- z IF THE BUILDING SEWER SERVES ANY FIXTURE g Safety
- 4" CALDER COUPLING x a4 HAVING FLOOD LEVEL RIMS LOCATED BELOW THE Health Act (wlsittn)
o - OR EQUAL TO FIT o ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
z o 8 All trench restoration f d the
N1
IN W. SIDE OF PP. NEAR NE. PROP. CORNER.
'ELEVATION: — 122.32
FEET.
en
current t
;n— SURFACE CLEANOUT - OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION ght af- y. hell f t to most t trench
' o z DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84. sto,. tron requirements as shown. on dwg.. #HR- 23.
° 4 "x 4 "x4' WYE I o
m in 9 Al building aside sewers shall have
Add i d with drawing BW18C or
EQUATION FOR THE CITY OF RENTON DATUM IS
THE RIM OF THE EXISTING SSMH AT 152ND
AVENUE SE & SE 132ND STREET ELEV= 458.72
m gin
4" PIPING BR09 applicable.
'EQUALS 105.98 (CRONES RELATIVE DATUM)
4' "z 4 "z 4" TEST TEE 4" CALDER COUPLING
0 10 There shall b minimum 10 foot horizontal seperation
w FACE UP AND PLUGGED z w OR EQUAL TO FIT b t e try a sewers and water services and a
u1 w
CONTOUR. INTERVAL:. 2 FEET -
mm mu
w mss feet horizontal separation between sanitary side
p 4" NIPPLE m SURFACE CLEANOUT sewers and Q other utilities.
6 "x 4" REDUCER m 4 "x 4 "x4' WYE
COUPLING TO FIT
Z
Z F z 6" 4" PIPING
END 6" PIPE
WO j I z REMOVE 2 "x4" STUD AND CAP OR PLUG PLAN — TYPICAL BUILDING SEWER —
BUILDING DRAIN
N
o� m ON END OR EXISTING 6" SEWER PIPE.
¢ - FOR LOW HOUSE SIDE SEWER (PROPERTY LINE)
a- 1 AND INSTALL BUILDING SEWER COUPLINGS,
REDUCER, TEES, AND BENDS AS REQUIRED.
TO BUILDING CONNECTION
C 7 A
. IJli1�t P+� OL
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PROPERTY, LINEI � INSTALLATION PLAN
I - -SEE SIDE SEWER DETAIL
I
A , , IAIES, PLW
�•�-
,°g L"�
-
z w
°� Ld 6" PIPING TO 6' -0" ADOPTED
Z BEYOND PROPERTY LINE CTFY OF RENTON
6" SIDE OUTLET TEE
- CHECKED FOR COMPLIANCE CIVIL ENGINEERING & PROJECT MANAGEMENT'
'¢w CALL FOR LOCATIONS BEFORE YOU DIG
sa o / SEE NOTE 6 SEWER MAIN
o rn 48HR LOCATORS 1- 800 - 424 -5555 STANDARD PLANS
IST DATE: 12/96
0*,,
TO CITY STANDARDS 1945 SOUTH 375TH STREET Bus: (253) 815-1700
CALL 48 HOURS �zZg- -
�Igpp{ ®1 FEDERAL WAY, WA 98003 (253 815 -1701
a PLAN
® sch
BEFORE '..DIL1 Date 9oz6otONAT.Qnl� ^( bschweikl�omcosfnef
BUILDING SEWER
1o7n /s Edited text Dcv Ac
.YOU
�C°ty'J
Date
o
— 11 --ll— INSTALLATION
DATE REVISION BY APPR' DWG. NAME: BR35 SP PAGE: BO82
,p CC , oe za
1- 8- :00- 424-5555 / /0B
Date A _ N N (\ I.N /� A