HomeMy WebLinkAboutS-356301WATER / SANITARY SEWER SERVICE
REFER TO WATER AND SEWER PLANS FOR EXACT SIZE AND
LOCATION OF UTILITY SERVICES FROM EXISTING MAINS TO
SERVICE ENTRANCES.
ELEVATION DATUM
CITY OF RENTON DATUM (NAVD 1988)
KING CO. SURVEY EN-80 1973:
3" BRASSIE IN THE SIDEWALK ON THE NORTH SIDE OF
AIRPORT WAY AND 30' WEST OF CHECKERED RUNWAY
MARKER
ELEVATION = 30.86 FEET (9.405 METERS)
T.B.M.'A'
TOP OF BOLT ON FIRE HYDRANT _
ELEVATION = 48.29
T.S.M.'8'
TOP OF BOLT ON FIRE HYDRANT
ELEVATION = 47.22
T.B.M.'C'
RAILROAD SPIKE IN UTILITY POLE
ELEVATION = 78.06
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS,
OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS,
TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL.
OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE,
ORDER, OR STANDARD.
CALL 48 HRS
BEFORE YOU DIG
1- 800 - 424 -5555
TRENCH NOTE:
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION
FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE
OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8, IT
SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE
SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA
ENGINEERING ASSUMES NO RESPONSIBILITY. ALL TRENCH
SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER
49.17 RCW.
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE
TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO
LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
TOPOGRAPHIC NOTE:
THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN
ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, PETRA
ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR
FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE DRAWINGS AS A RESULT.
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SEWER PLAN & PROFILE
A PORTION OF THE NW 1/4 OF SEC. 18, TWP. 23 N., RGE. 5 E., W.M.,
CITY OFRENTON, KING COUNTY, WASHINGTON
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2 UL p -6" DIP @ 1.0% a
CONNECT TO BLDG. CURB GRAS c
IE,(6l) =45.08 �
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I' PROPOSED AUT ZO
C> F.F.E. = 46.50' I ...,,.�
CURB
'ROE SING
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IE(8 "W) =35. FOUND MONUMENT
IN CASE
46.46
LEAD W "DIMPLE ",
3128106
BRIM
1' IE(6)4200
SSMH #01 -48 i, TYPE'I
STA. 4 +23.40;
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RIM = 47.10
'
IE(8 N) =38.78
v32
PROPOSED, IDE
IE (8" E) = 38.72
it
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SANITARY SE ER EASEMENT
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2 UL p -6" DIP @ 1.0% a
CONNECT TO BLDG. CURB GRAS c
IE,(6l) =45.08 �
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I' PROPOSED AUT ZO
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SSMH #02'- 48 "0, NPE 1 45 LF - 8" PVC
W/ OUTSIDE DROP (SDR 35) @ 6.0%
CONNECTION
STA. 4 +68.00 EXISTING 8- CONC. @
RIM = 56.00 TO BE REMOVED
IE (8" E) = 41.64
IE (W W) = 49.49 (@ DAM)
PER (&
-'123 LF -8 "PVC - \ /MISC.
8'V +'OOD o }1�uLi
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STORM CATCH BASIN
RIM- 4E33
I.E.- 44.08, 6" COLIC, S.
FULL OF VdATER, 010' ABOVE I
STRUCTURE IS FULL OF DIRT L
AND OTHER DEBRIS, POSSIBLE
INVERLS ARE INDETERMINABLE
7 (3M "B"
TOP BOLT ON FIRE HYDRANT
ELE'd.= 4722
I.E.- 42271 6" CONC. S.E.
' ' 1
RIM- S 45.,15 16 HASIPI_
IS,- 42.96, 6" COLIC. N.
T H
EXISTING SSMH STORM SEWER MANHOLE
GRID N: 4475.1407
RIM- 44.05, LADDER N.E.
-� GRIDE:11 10. 858 E, 40.75, 6" CONC. N.
39.44, 12" CONC. S.
SANITARY SEVER
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;.E.- 35.25, 8" COLIC.
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3530, 8. CONC.
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PAVING
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PROPOSED CONNECT
TO EXISTING SEWER
OP
t $
IE(8 "W) =35. FOUND MONUMENT
IN CASE
`,
.. .. ".-t
LEAD W "DIMPLE ",
3128106
SSMH #01 -48 i, TYPE'I
STA. 4 +23.40;
I
RIM = 47.10
'
IE(8 N) =38.78
v32
PROPOSED, IDE
IE (8" E) = 38.72
it
<s
SANITARY SE ER EASEMENT
IE (8- W) = 38.78
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C4. N.T.S.
EXIST
@ 8.E
CHECKED FOR COMPLIANCE TO CITY STANDARDS
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SIGNATURE
ATE
4..c 1 f. Zv . o
SIGNATURE DATE
SIGNATURE DATE
5- 356301
SEWER PROFILE - STA. 3+00.00 TO 4 +81.78
SCALE: HORIZ. 1 -x20'
)NC.
:MAIN
:D CONNECT
NG SEWER
35.50
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