HomeMy WebLinkAboutS-425509Z
ti
O
Z
O
MH0370
8" IF 386.00
CONNECT TO EX SS WITH INS/DE DROP
PER C. O.R. STD DTL 402.2 AND SPECIFIC CONNECTION DETAIL.
SEE SHEET C5.31 FOR BOTH DETA/LS
CONTRACTOR SHALL POTHOLE AROUND THE EX/STING
STRUCTURE AND DETERMINE S/ZE OF EX/STING CAISSON. _ P
LOCATION OF CONNECTION SHALL BE TORCHED OR CUT
THROUGH CAISSON AND THEN CORE DRILLED FOR NEW
CONNECTION. PEA GRA I/EL AROUND STRUCTURE SHALL
BE VACTORED OUT DOWN TO CONNECTION POINT,
PR/OR TO CORE DRILLING, AND THEN BACKFILLED
AFTER INS/DE DROP CONNECTION /S COMPLETE.
1� c�c EXISTING LADDER ON NE SIDE
ti°cF` OF STRUCTURE TO REMAIN
FEXISTING 22" PLASTIC
LINED CONCRETE PIPE 1
11LF 8" PVC 0. 0 077J
H /
SSMq
STA. 92f56.16, 10.00' RT
TYPE 1-48"
RIM 398.85
8" If /N 386.95 (SE)
8" /F OUT 386.85 (NE)
TOP OF - -
SLOPE I c
(Ty \\
15' BUFFER --
(TYP)
PROPERTY L/NE -
(TYP)
EX TREE TO -
BE SA VED (TYP)
EXISTING LADDER ON NORTH SIDE OF S
SHALL 9
w
104F 8" PVC 0 0.0360 I
SEE 55-1 PROFILE, -
BELOW j
n, Z4
STA. 93f 60.49, 10.00' RT
TYPE 1-48"
RIM 398.58
8" 1E /N 391. 08 (SW)
8" IE OUT 390.69 (NW)
SEWER MANHOLE P
PER C.O.R. STD DTL 400.1, \
SEE SHEET C5.31 (TYP) \W
SEE CHANNELIZATION DETAIL, \
THIS SHEET
94-k
CASING PIPE
PER C.O.R. STD DTL 412, �398 EX GROUND
SEE SHEET C5.31 CONTOUR (TYP)
/14
w
NE SUNSET BL VD
2 P CNT P CGf P P
_
_ _ ��� ------------ - - ------
PROPOSED 4os -__ -97LF 8" D/ - - -402-
- ,� �--� EX OFFSITE TREE
rl 4 - ® 0.1839j
STREET LIGHT -� - TO REMAIN (TYP)
4 _ -� / i �� - -410
\ (Typ) -
\ -48
420 \
TRACT)
�416- (STORM DRA/NA GE)
_ \76 A
PROPOSED F/N/SH
�426 %� 77` GRADE CONTOUR%
-� � SSMH 3 .
TRACT`( EE SHEET STA. 70f21.00, 7.00' RT (T)
(CRITICAL AREA) TYPE 1-48"
SIDE SEWER C5.07 8I ME /N 409.02 (S)
422.85
PER C.O.R. STD DTL 406.1, 8" lE OUT 408.92 (NE)
SEE SHEET C5.31 (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
SSMH 2 - CHANNELIZA T/ON DETAIL
SCALE- 1 "=1 '
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
390
11LF 8" PVC-
0 0.0773
(TO EX SSMH)
MH0370
370
. .
.
i
II
I I.
II
II f
I�
Pic 0 0.0360
10�F
horn
ii ail � �
�W W
�It
1§_
0000
� II
I
--------------
-----
��
------------
LJ
O
1`
.
O 3
z
�aQ)
N� �
j
5
HOR/Z. S
VERT. Si
i
OSED GRADE /
'lPE (TYP)
EX/STlNG GROUND /
0 PIPE � (TYP) /
o
. . I
PROPOSED
;'LOCK WALL / 0 0� zzz
00 ^N��
/
/
/ CASING PIPE
PER C. O.R. STD DTL 412,
SEE SHEET C5.31. CASING
_ SHALL EXTEND A MIN/MUM
OF 5 FEET BEYOND THE
ti EDGE OF THE BLOCK WALLS.
3�sW
_ °s v S
��oZz
WSW W�Q
h
ac)
S�
2ALE.-
Xf
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
HOLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HEA VR/N
NO.
REVISION
BY
DATE
I APPR
APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
430
420
SEWER LEGEND
SEWER PIPE
SEWER SERVICE
410 - - SEWER EASEMENT
EX/STING SfWER PIPE
SEWER PIPE FLOW ARROW
0 SEWER STRUCTURE
O SEWER CLEANOUT
III
390
370
CITY OF
' t > RENTON
Planning/Building/Public Works Dept.
GENERAL NOTES
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
1. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS.
2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTICAL
SEPARATION SHALL BE 18 INCHES, OR CONSTRUCAON SHALL BE /N ACCORDANCE WITH DOE
CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS).
3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED.
4. CONTRACTOR SHALL FIELD VERIFY CONNEC7ON TO EXISTING PIPE FOR PROPER AS-BU/L T
ELEI/AAON PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE.
SIDE SEWER NOTES
1. MIN/MUM SLOPE ON 6" S/DE SEWER LINES /S 2X
2. UNITS NUMBERS MARKED W/TH A "*" WILL HA VE BACKWA TER VAL VES INSTALLED ON THE
PR/VA TE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS.
3. SEE SEWER SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON.
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425509
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
yqi 12/06/2023 jstowell 11 /30/2023 ''7C
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
SA NITA R Y SEWER PLAN & PROFILE
SS-1
0
0
0
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C5.O8 O�
SHEET: OF,
44 93