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,: 8I RENTON, KING C�vN W�HI�1 ®N _..: 1 inch = 40 ft.
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1. CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO LOCATE UTILITIES. CONTACT
i I ,I t
I� °'' ' " I ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES.
ry FRIVA
4 PRIVATE SSMH - -- I
f t _ I 2. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.
50 .1 C5.T RIM -24.54 1{#�y, I
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CI CHANNEL= 1512 , a 3. PROVIDE 18 MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES.
" 3 iI9 LADDER NE
Ci I Imo" 5 ( )
I 4. PROVIDE 6 MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES.
PROPOSED BULDIND 8 5. PROVIDE 10 MIN. HORIZONTA[. SEPARATION BETWEEN SANITARY AND WATER ONES AND HORIZONTAL
'" f PRIVATE SSMH 2 2 4 c ;,: I r f
�., ";'
f I SEPARATION BETWEEN 'SANITARY AND STORM LINE
RIM =2440 C5. .1 FF ■ 26.26
1 - ,t I� S SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM `SLOPE.
CI CHANNEL= 13.95 0 o I I°
ID
a„ o� ( 6. AS BUILT DRAWINGS (S -1997, S -229, 13 -2 -4) PROVIDED BY CITY OF RENTON SHOW EXISTING 8 SANITARY
LADDER NW + ( p. <'1 .: RVEE. �,' . <. 4
( )
, ,> ,... .^ °�...� ..- �. F LINE STUBBED TO PROPERTY LINE. CONTRACTOR SMALL POTHOLE AND VERIFY STUB LOCATION 'SIZE AND
I III dk" -°
SEE,,, ,SHEET , � , ' .:.,. � � , - �.A.., , � INVERT ELEVATION PRIOR TO CONSTRUCTION AND ORDERING MATERIALS.
° _ : ' , I „k 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL
,} f L LOCATION OF EXISTING 12 PETROLEUM
�. '.. PRIVATE SSMH 1 .... 2 :.
-; ^, _
RIM 24.13 , � .� ` ': � � -, • �' { � I LINE. POTHOLING SHAM BE CONDUCTED WITH A REPRENSENIIVE OF OLYMPIC PIPELINE PRESENT. CONTACT
CI CHAN�rT51,,, I :... f ( ¢I[ HOLLY WILLIAMSON (425) 235 -7736, OLYMPIC PIPELINE, PRIOR TO CONSTRUCTION AND ORDERING MATERIALS
4 +�.'i •. t .,� k : ;., � .s+ 4"� :. :. �- ' . I .,n� � .... '.: � 3 w j 7 I a"
a t 1 f f TO SCHEDULE POTHOLING. SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS.
Il= _
�.° a M P VATE SSCO 2 " r11�1
,. > 1c'r? RIM =24.97 1 DOCK LIFT
, �.•: F =: ` ^ C .1 ° ''_ I ° r, jII f f 1, 8. SEE SHEET C5.2 FOR CITY OF RENTON SANITARY SEWER NOTES AND SPECIFICATIONS.
Z o_ ' p IE= 21.05 EMERGENCY SUMP CONNECTED I
�
. s DIRECTLY TO SIDE SEWER FOR { I
° 1 PRIVATE SSCO 1 p ,- ' ' l j I 9. PROVIDE PIPE ANCHORING AT SIDE SEWERS PER CITY OF RENTON REQUIREMENTS.
a,
D p D D PRIVAT BLDG D Irf I;
OI C5.1 RIM =25.02" D D D 13LF " T
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IE =20.27 S���� S_ - 1Q 6 +00 1014 +00 PROPOSED BULDNO •Dr ,' I ! �
5 1018 +00 40 7.9% I qq r. t•i I
1015 +00 PRIVATE 278LF 8" PVC S S $
rn i" VATS ®0.46 ■
• PRI
'` '"' ' 34LF 6" P w, " n � PRIV TE i 27 - `_`_'I. -- S F� 26.26 �. }� �:, �. i , {
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PROPOSED BUILDEG A .� ° PRIV _; .'.m. f
t ,
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RIM -24.41 k °- PRIVATE SSMH 2 4 PRIVATE SSCO o If ;N► , fg f ,
3" # FF ■ 26.26 •Ic io C51 C51 1 _ #C
CI CHANNEL - 1616 2 4 > ^ RIM 24 56 RIM =24 26 PRIVATSSCO � 1 I
S
d I - N C51' RIM -25.04 c5.1 III , 1 f I I
C5.1 C5.1 CI CHANN7.44 IE =18.99 - ; . °
LADDER S o _ I I
III I I () LADDER: IE -19.87 o I I, I I I
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PRIVATE SSCO 3 1 ^_ ®. CI CHANNEL = 18.84 f
RIM =25.09 a° k € *I
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RECORD NOTE 01/23/08
RECOMMEn1�0 CHECKED FOR COMPLIANCE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, CALL L!L TWO BUSINESS N E S S RECORD DRAWING
FOR APPROVAL TO CITY STANDARDS
_o R
IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL MUM of MXX# orTS
_ p THIS DWAENT HAS BEEN WB QECIRONICAU:Y IN
- e� 13TEn"" D
.. gY DAYS BEFORE Y DI
cmiEng�neers IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY THESE DRAWINGS ARE III ®T T ®` BE O AOI AN "AMU "c N1*04 -oro W cHArm� 01x.10 acre
S DATE uNAUnw� umunoN,av ANY or THI: raromunnaN cn Ttas
rOXAL HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ooaAe,T wu �vAUDAh THI:,�gAEtIT,
USED FOR CONSTRUCTION LE
Nr c�mrlUm #ND 91INAWAE
® COS U UNLESS ' BY
1 m
C 0
Structural E eers
VERTICAL DATUM
n9
ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFlCAIION DATE t1E IDEAS A10 DE9d15 AICORPORAIED 1AAfl As AN
1-800-424-5555 � _
MSiIiUYENT OF PRDFFSSIONAL SF1tNCE, IS 7FIE PR�iPEBTY DF
EXPIRES v
7/14/
AHBL AND IS IT BEi
1 RAY FORE SIGNED BY THE YIE ` iN E Y � DBED N rANNE aR N BART TOR ANY
CITY OF RENTON BASED ON CITY BENCHMARK 1160, FOUND ON BRASS BUTTON WITH ,PUNCH Lands , OF TS ACCU C BE APPLYING IT FOR ANY PURPOSE. G G C BY o,HER cr,N,�T w ,AUrHMaAT , of PAL
z
ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET DATE N
EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN Community sc om WD
OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVAITON = 18.84• SEE SHEET C0 0. eRH 1 " =40' NOMMNrAU WD IN3711291 �� CEDAR RIMER CORPORATE PARK 06/05/07
s' Land Surveyors � CITY 0 F
- CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56 ® CTH Fl�toeoDlc
Neighbors � RECORD DRAWING CTH 1/23/08, BEE � RENTON SEWER PLAN � �
HORIZONTAL IZO � INCH DATUM . . NIft
WATER METER LOCATIONS & SERVICE ENTRIES CTH 6L26/07.1 a
TACOMA SEATTLE � Fuu. � Planning/Building/Public Works Dept.
PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW IF NDr ONE NIGH C5.0
23RD STREET. BEARING NORTH 89'51'58" WEST; SEE SHEET 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N0. REVISION BY DATE APPIR srxE' x s►� of
EE CO .O. 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 16 `24
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