HomeMy WebLinkAbout00D1573LEGEND
CEDAR
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MAPLE
FIR
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SEATTLE
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S AREA STATIONED FROM THE NEAREST DOWNHILL
S SHALL BE CONNECTED WITH TEES, OR DIRECTLY
4EET SDR 35 SPECIFICATIONS.
SEWER NOTES
MATERIALS SHALL CONFORM TO THE CITY
VENTS AND SPECIFICATION.
)INS SHALL BE 1994 APWA AS MODIFIED
RN INCLUDING AUBURN'S STANDARD DETAILS,
EQUIREMENTS.
ROVED PLANS SHALL BE ON SITE DURING
INSTRUCTION, THE CONTRACTOR SHALL
D-424-5555) FOR UTILITY LOCATIONS
/ER, GAS, POWER, TELEPHONE AND
UTILITIES ARE APPROXIMATE. IT
,CTOR'S RESPONSIBILITY TO DETERMINE
AND LOCATIONS SO AS TO AVOID DAMAGE
dG CONSTRUCTION.
RFACES SHALL BE SAWCUT FULL DEPTH
,M EDGES. ALL JOINTS BETWEEN THE
VEMENT SURFACES SHALL BE PAINTED
)N (CSS-1).
NE LINES SHALL BE IN A TRENCH WITH
_ SEPARATION FROM OTHER UTILITIES
1) OF 5 FEET.
?VEYING FOR EXTENSIONS OF PUBLIC
ONE UNDER THE DIRECTION OF A WASHINGTON
YOR OR A WASHINGTON LICENSED PROFESSIONAL
ALL PUBLIC STREETS ADJACENT TO
IE KEPT CLEAN OF ALL MATERIAL
ROM ON —SITE CONSTRUCTION, AS
LAID TO THE GRADES AND ELEVATIONS
J GS.
NSTALLED FROM THE CITY SEWER MAIN
-TER WITH A 1% MINIMUM SLOPE.
INSTALLED, WHERE REQUIRED BY THE
IERCIALLY MANUFACTURED TEES AND
fH WATERTIGHT PLUG. ALL JOINTS
'UBBER GASKETED JOINTS. (THE
SEWERS SHALL BE MARKED AT THE END
OPERTY BY A PRESSURE TREATED 2X4,
_D IN THE GROUND A DISTANCE OF 3
SHALL HAVE A 2X4 CLEAT NAILED TO
AWAL OF THE STAKE. THE EXPOSED 1
_D TRAFFIC YELLOW AND THE DEPTH TO
_E SHALL BE INDICATED IN BLACK PAINT
ITION, THE LETTER "S", 2 INCHES
Y IMPRINTED IN THE TOP OF THE CURB
HARDENS TO DESIGNATE THE SIDE SEWER
_RS SHOWN ARE APPROXIMATE 0 LY AND
REQUIRED DURING CONSTRUCTIONUPON
f. CONTRACTOR SHALL NOTIFY
LOCATIONS ARE DETERMINED..
TAIN ANY NECESSARY SIDE SEWER
Y OF AUBURN PRIOR TO CONSTRUCTION.
?ACTOR'S RESPONSIBILITY TO INSURE
'CUR BETWEEN SANITARY SEWER LINES
STING STORM LINES PRIOR TO
DR 35 PVC PIPE TO MANHOLES SHALL BE
R GPK MANHOLE ADAPTORS, OR APPROVED
=NGTHS SHALL NOT EXCEED 12 FEET 6
PE.
SHALL BE 5/8 INCH MINUS CRUSHED
' 6 INCHES MINIMUM OVER THE PIPE.
AVOID CUTTING UNDERGROUND
UTILTY LINES ITS COSTLY
Call
before you
Dig.
1-800-424-5555
UNDERGROUND SERVICE (USA)
195AC010
KING COUNTY D.D.E.S.
Review Engineer Completion Date
Senior Engineer Completion Date
JAMES H. SANDERS, P.E. Approval Date
DEVELOPMENT ENGINEER
Comments:
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER—
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. 140
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-227-2600.
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JOB NO. �i45- 014
DRAWING NUL 45-14 ,.
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420
410
81
DATUM ELEV
390.00
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LOW POINT ELEV = 416.59
LOW POINT STA = 1+78.46
PVI STA = 1+62
PVI ELEV = 416.48
A.D. = 3.10
K = 16.14
In 00 SSD=205.56
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HIGH POINT ELEV = 418.14
HIGH POINT STA = 4+87.52
PVI STA = 4+91
PVI ELEV = 418.22
A.D. = -1.23
K = 40.69
SSD=565.80
50.00' VC
(D CO 0
PVI STA = 9+08 LOW POINT ELEV = 411.61
PVI ELEV = 415.30 LOW POINT STA = 10+45.12
A.D. _ -3.85 PVI STA = 10+28
K = 12.98 PVI ELEV = 409.84
SSD=197.60 A.D. = 7.71
50.00' VC K = 24.64
SSD=151.37
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1. l' MINIMUM CLEARANCE BETWEEN UTILITIES.
2. SANITARY SEWER SERVICES ARE STATIONED FROM THE NEAREST DOWNSTREAM MANHOLE.
3. PVC SEWER PIPE SHALL MEET SDR35 SPECIFICATIONS.
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PVI STA =
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Record Drawing Certification
These dravvings ccnfcr-n to the Contractor's constriction records.
By Date:
Tidelpositicn: LCNJL�Nt
Confirmed by City Dom:
FAC# 0039-97
THESE PLANS ARE���
"APPROVED"
FOR CONFORMANCE WITH THE CITY OF AUBURN
ENGINEERING DIVISION REQUIREMENTS
APPROVED BY:
DATE APPROVED: ____ -�
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NOTE:
.qW, NO. I� 46=014
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE DRAWING "i.45-01SS
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDE%t-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN ;
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES, i
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.,
CALL BEFORE YOU DIG: 1-800-227-2600.
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DATE 11 /19/957
JOB i NO. 45- C t 4
DRAWING No: 15-1 4WA
7 of 11
00DIS'73
420
410
title]
LOW POINT ELEV = 416.59
LOW POINT STA = 1+78.46
PVI STA = 1+62
PVI ELEV = 416.48
A.D. = 3.10
K = 16.14
,n 00 SSD=205.56
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HIGH POINT ELEV = 418.14
HIGH POINT STA = 4+87.52
_ PVI STA = 4+91
PVI ELEV = 418.22
A.D. _ -1.23
K = 40.69
SSD=565.80
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PVf STA = 9+08
PVI ELEV = 415.30
A.D. _ -3.85
K = T2.98
SSD=197.60
50.00' VC
LOW POINT ELEV = 411.61
LOW POINT STA = 10+45.12
PVI STA = 10+28
PVI ELEV = 409.84
A.D. = 7.71
K = 24.64
SSD=151.37
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ROAD A
HORZ. 1" = 50'
HIGH POINT ELEV = 418.06
VERT. 1" = 5'
HIGH POINT STA = 1+41.48
PVI STA = 1+37
PVI ELEV = 418.21
A.D. _ -2.44
K = 20.52
PVI StA = 5+10
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PVI ELEV = 414.48
A.D. _ -3.28
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THESE PLANS ARE 1'11�1
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ENGINEERING DIVISION REQUIREMENTS
APPROVED BY:
DATE APPROVED: ___ - _-____
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EMERGENCY ACCESS
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HORZ. 1" = 50'
VERT. 1" = 5'
11 +00
0+11 PROPO' .t
417.30ISH
4 06
GR ADE
6
0
E�R0uND
78,_8" D.I.
REMOVE CAP
AND CONNECT
do BLOMIOFF A
M EXISTING
1-12"x8" RE
UCER (MJxFL)
1-8" GATE
ALVE (FLxMJ)
W/ THRUST
OCKING
00
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N
195AC010
ILY
.1.
KING COUNTY D.D.E.S.
Review Engineer Completion Date
Senior Engineer Completion Date
JAMES H. SANDERS, P.E. Approval Date
DEVELOPMENT ENGINEER
Comments:
12+00 13+00
SOU PE Npl
11332
CISItin"
ONaL LAP19
EXPIRES L( 3610
Record Drawing Certi ication
These drawings ccnfcrn to the Ccntractcrs constn:c;,cn records.
By: Date: L lti®
Titlelposidcn:
Confirmed by City Date -
Cal(
before you
Dig.
1-800-424-5555
UNDERGRWND SERVICE (USA)
NOTE: AVOID CUTMG UNDERGROUND
unuTY ONES. ITS COSTLY
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-227-2600.
MONSOON
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DATE 6Z2Qj/97
JOB NO. 4 014
DRAWING N0.46-14WA
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