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APN 1023059080
28 27
APN 0869700440
APN 0869700430
APN 0869700420
APN 0869700410
N
APN 0869700400
GRAPHIC SCALE APN 0869700390
20 0 20 40 80
1 INCH = 40 FT.
APN 0869700380
APN 0869700370
APN 0869700360
APN 0869700350
±24 LF-8" DI
±20 LF-8" PVC
FUTURE SANITARY SEWER
SS STUB & PLUG
STUB O 0.02FT/FT (MIN.)
APN 1023059338
APN 1023059377 APN 1023059339
TO NORTH PROJECT
f43 LF-8 PVC SS
SSMH-11
SSMH-5
STA. 42+31.69, 6.00' LT
BOUNDARY O
S-0,00��
STUB do PLUG TO NORTH
STA. 22+10.70, 6' LT
SSMH-12
(FIELD PL NE)
NE 6TH ST. R.O.W. �
STA. 20+07.45, 6.0' LT
STA. 25+58.37, 6.03' LT
APN 1023059208
BOUNDARY O S=0.02FT/FT
- - - - - -
(NE 61H ST.)
R.O.W. LINE APN 1023059397
_
--
22 21
-
(AS) 203 -8 PVC - - t- --- - - -- - I--
26
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24
23
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NE 6TH
STREET
-
- -
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6" SS STUB+
r111
AT 2XEASEMENT
(R
TYP. ALL
(M)SLOPE)
LOTS FRONT GE)
TYP
MFF 434.5
18
19
1
47
48 49 50
MFF 439.0
MFF 452.5
46
MFF 459.0 MFF 460.5 MFF 460.5
j
tin
j
SSMH-10
MFF 458.5
MFF 458.5
STA. 30+20.81. 6.00' RT
(GRAHAM AVE NE)
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ST. 23+35.89, 20. LT i
�'
(NE 6TH ST.)
2
MFF 434.5
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20
MIFF 436.0
MFF 452.5
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APN 1023059217
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MFF 455.0
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MFF 433.0 -
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TRACT B
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APN 1023059185 APN 1023059298
MFF 431.0
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MFF 427.0
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MFF 430.5
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MFF 444.5
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MFF 1*5 MFF 444.5
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OF THE 22-FT LON 6"
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SUBDIVIDED IN TWO OTS
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MFF 423.0
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MFF 424.5
MFF 440.5
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NE 5TH PLACE
13
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SSMH-9
MFF 419.0
STA. 33+37.60. 6' RT
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APN 0869700340 MFF 420.5 MFF 434.5
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APN 0869700330 41 38
MFF 8415.0 i i N i - MFF 438,5
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APN 0869700320 1 1 26 m
MFF 418.5 MFF 430.5 10, Q
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SEE SHEET SS3 OF 3 I O
FOR LARGE SCALE PLAN 9
MFF 413.0
SSMH-3
APN 0869700310%�10' STA. 37+51.88, 6' LT N
SSMH 10 27
SS MFF 416.5 37
/ MFF 424.5
APN 0869700300 (AB 1 LF-19 DI I MFF 428.5
r ��
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APN 869700290 �s - - - -- - -- - -
EXISTING �
IE(IN)= 393.70 EXISTING SS 1 n (q NE 57H SI
EASEMENT `
8'
NOTE: - - - / \ y�� - - 1 i- _8" PVC - - AB 154
CONTRACTOR TO VERIFY
PRIOR TO CONSTRUCTION /SSMH-1
RIM=t404.0-
EX. 8" SS - IE(IN)=391.20-
@ 0.010 IE(OUT)=391.10 SSMH-7 - - - - - - - -
EX. CLEANOUT 11-A NEW 13f LF 8' STA. 36+69.08, 6' LT _8
APN 0869700270 RIM=404.27 PVC SANITARY SEWER SSMH-6
I E = 3 9 4. 32 O 0.01 FT/FT SLOPE STA. 37+08.98 8.56' LT S A. 35+27.2(NE 5 5 ST)
' LT
TO BE REMOVED & EX. TRACT A 3' MH FROM S (
8" PVC SS LINE TO BE DETENTION/WATER
EXTENDED (10f LF) TO NEW QUALITY POND 28 29
MH-1 @ SAME 0.010FT/FT SLOPE MFF 412.5 30 31 32
CONTRACTOR TO FIELD VERIFY MFF 414.5 MFF 416.5 MFF 420.5 MFF 424.5 u
LOCATION AND IE OF STUB APN 0869700280
AS BUILT
R J. Shr DRAWN BY.- NAK
OF WAsgl 0�T DATE.-09- f 0-07
�� 4,
Consulting Engineers Inc.
10604 NE 38th PLACE, SUITE 101 APN 9475700220 APN 9475700210
APN 9475700200 APN 9475700190
O KIPKLAND, WA 98033 APN 9475700170
w APN 9475700180
32231 �� 1-800-962-1402
QNSAL� � FAX NO (425) 827-2423
I w l n l I I z 11- 7- 07 ENGINEERS PLANNERS
EXPIRES 10/11/ 0 9 SURVEYORS
APN 9475700160
39
MFF 442.5
40 I 41
MFF 446.5 MFF 450.5
I
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I
15,
xx
APN 1023059230
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APN 1023059190
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8' DI WATER LINE
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APN 1023059283
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RENTON
� a � SITE
NE 6
TH ST.
NE 4TH ST.
le k
5�.
NE 41H ST. M PT. BM PT.
N
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1852 2103
NE 5TH ST.
GREENWOOD
CEMETERY
15 14
BMPT
dj,9p�
#RENT-1851
V
CEDAR �yR
i
MAPLEWOOD
GOLF COURSE
II VICINITY MAP
N TS
�z SANITARY SIDE SEWER GENERAL NOTES:
- W 1. PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION,
(� A SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
APN 1023059186
RENTON PUBLIC WORKS DEPARTMENT.
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
at MAINTAINED WITH 4" PIPE. IN THE EVENT A 2% GRADE
I
I CANNOT BE MAINTAINED. THE OWNER MUST GRANT A
I= GRADE RELEASE TO THE CITY AND THEN CAN INSTALL
®
6" PIPE AT A GRADE OF 1 X.
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
SSMH-14
I
APN 1023059264
SHALL BE TESTED PER CITY SPECIFICATIONS.
STA. 10+12.10, 6' LT
-
MAKE THE CONNECTION AT THE HOUSE. DO NOT BACKFILL
(NE 5TH PL )
THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR.
FINAL APPROVAL WALL BE GRANTED AFTER THE EXISTING
SEPTIC TANK HAS BEEN PUMPED OUT AND FILLED WITH SAND.
5.
INSTALL SIDE SEWER WITH 2' MINIMUM COVER. 18"
FUTURE SS STUBS
COVER IS ALLOWED AT THE HOUSE IF OUTLET IS SHALLOW.
11 O 0.02 FT/FT (MIN)
I
6.
IF SIDE SEWER STUB IS NOT AVAILABLE. THE OWNER SHALL
�-
BE RESPONSIBLE FOR ITS INSTALLATION. THE SIDE SEWER
SHALL BE A MINIMUM OF 6" IN SIZE. IF TEE IS NOT
5' to
I
APN 1023059403
AVAILABLE, THE MAIN SEWER LINE MUST BE TAPPED
THRU A CAST IRON SADDLE. ALL WORK WITHIN
STREETRIGHTNDED -OF-WAYSALL BE DONE BY A LICENSED
- - - -
I
CUT AND CAP
AND
EXISTING LINE
7.
ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE
-
NTH THE WASHINGTON INDUSTRIAL SAFETY AND
f
HEALTH ACT. (WISHA)
i
APN 1023059254
8.
ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
42
RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT TRENCH
%
EX. 12 SEWER
iN-I RESTORATION REQUIREMENTS AS SHOWN ON DWG. R-23.
MFF 452.5
(MONEY BROOKE V)
9.
ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE
j
BEDDING IN ACCORDANCE WITH DRAWING BW18C OR
EXISTING SEW R
BRO9 AS APPLICABLE.
EXISTING
i
F.H. LOCATION
10.
THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION
I
�
'
�
ABANDONED 8"
BETWEEN SANITARY SIDE SEWERS AND WATER SERVICES AND A
6" SS STUB TO W'LY PART
OF LOT 51 IF SUBDIVIDED
51 i
MFF 446.5 i
6" SS STUB TO E'LY PART OF LOT 51
IF SUBDIVIDED 10' WIDE EASEMENT WILL
BE REQUIRED THOUGH W'LY PARTS I
LF-8 - - - --_ - i
- SSMH-13
- - - - - J 15' S� �S�MENT
I 35
APN 1023059290
I MFF 440.5
33 34 I
428.5 MFF 432.5 I I
II ,
APN 1023059162
3 MFF 434.5
26' PRIVATE
ACCESS ESMT.
APN 1023059160
S•33oo04
STEEL WATER MINIMUM 5 FOOT HORIZONTAL SEPARATION BETWEEN SANITARY SIDE
SEWERS AND ALL OTHER UTILITIES.
5TH CT.
LEGAL DESCRIPTION:
IEXISTING SSMH-3024 (DRS)
RIM=454.46 (NAVD 88) LOTS 1-2, KING COUNTY SHORT PLAT NO. 480111, RECORDING NO.
IE (12"PIPE)�444.86 (NAVD 88) 8206180434, SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OF
/ I I (HONEY BROOKE V) NWY4 SWY4 SEX- TRACT B. SHORT PLAT NO. 1274035 RECORDING NO.
APN 1023059281 760T210497 ANb TRACT A, KING COUNTY SHORT PLAt NO. 1274035,
RECORDING NO. 7601210467
I ;
I
EXISTING 8" DI
WATER MAIN VERTICAL DATUM:
j I ,
i I CITY OF RENTON
NAVD 88
I APN 1023059452 RENT-1851 ELEV. = 398.55
IT IS A BRASS DISK SET IN A DRILL HOLE IN THE CENTER OF THE
CONCRETE STREET SURFACE IN THE CENTER OF THE INTERSECTION
AT THE SOUTH QUARTER CORNER OF SECTION.
EXISTING 12" SEWER
(HONEY BROOKE V) RENT-1907 ELEV. = 472.68
AT RENTON, AT HOUSE NUMBER 12014 HOQUTAM AVENUE. A
CHISELED SQUARE IN THE SOUTHEAST CORNER OF THE CONCRETE
ABANDONED 8" FOOTING FOR THE MAILBOXES ON THE WEST SIDE OF THE STREET. CALL 48 HOURS
STEEL WATER EQUATION: NAVD 88 MINUS 3.569' EQUALS NGVD 29 BEFORE YOU DIG
2" BRASS DOME WITH 1-800-424-5555
% SCRIBED "X" IN CORNER SEE SHEET C1 FOR CONTROL POINT TIES.
I MON. DOWN 0.4" CASE
E PAVEMENT I � PAVEMENNT EDGE OF
T SHEET INDEX:
RECOMMENDED
APN 1023059258 SS1 of 3 SANITARY SEWER PLAN/COVER SHEET FOR APPROVAL
? SS2 of 3 SANITARY SEWER PROFILES (ROAD A do B)
u I SS3 of 3 SANITARY SEWER PROFILES (TRACT A, ROAD "B" BY
do PRIVATE ACCESS ESMT. do NE 6TH ST.)
CAUTION: IT IS THE CONTRACTOR'S BY
NE 5TH ST RESPONSIBILITY TO FIELD VERIFY BY
APN 9475710200 LOCATION OF ALL UTILITIES PRIOR
TO PROCEEDING WITH CONSTRUCTION. SS
1 0 3/Cl 4of 16
DRS PROJECT NO. 05286
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