HomeMy WebLinkAboutzS-4255setZ
ti
O
Z
O
W
SEE SHEET C5.07
(ROW 6)
EXISTING TREE
TO BE SA l/ED
(TYP)
SEE SHEET C5.06 -
(ROW 5)
SEE SHEET C5.05 -
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
(ROW 4) /�
CONNECT TO EX/STING SSMH MH0370
SEE SHEET 05.08
(SS-1 PROF/LE)
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
ROLL/ HEA l/R/N
SCALE:
SEE SHEET 0502
(ROAD A STA 15f00-END)
.
SEE SHEET C5.01
(ROAD A START-STA 15*00)
NE 12TH ST
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
TOP OF SLOPE (TYP)
—15' BLDG
SETBACK (TYP)
15' BUFFER (TYP)
I �
0
SEE SHEET C5.04
(ROW 3E-W&N-S)
SEE SHEET 05.03
(ROW 1 & ROW 2)
PRO✓ECT BOUNDARY
(Typ)
W
yT-SD-yam
O sr
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
CITY OF
RENTON
NIftmor
Planning/Building/Public Works Dept.
SCALE: 1" = 50'
0 25 50 100
SEWER LEGEND
-ss-
O
0
SEWER PIPE
SEWER SS?WCE
SEWER EASEMENT
EX/STING SEWER PIPE
SEWER PIPE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425501
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITYAo%k DEVELOPMENT ENGINEERING `o
jstowell 11 /13/2023 yqi 12/06/2023
DATE:
TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
COMPOSITE SANITARYSEWER C5.00
PLAN SHEET: OF:
36 93
O
O
O
N
N
Z
N
H
O
Z
O
Z
ti
O
Z
O
TRACT H
(CRITICAL AREA)
EX TREE
TO BE SA VED
(TYP)
10' UTILITY
EASEMENT (TYP)
m n 0
cr, RS
c')
cr +
0
N O
14149.57, ROAD A =
50f 00.00, ROW 5
L
V430
IWv1 J,
(Z' 420
O
V
Q410
v � �
SHEET
C5.06
ccuico �inAiuni c
TYPE 1-48"
RIM 427.78
8" 1E IN 414.58 (5)
8" If /N 414.58 (W)
8" IE OUT 414.48 (N)
SIDE SEWER
PER C. O.R. STD DTL 406.1,
SEE SHEET C5.31 (TYP)
nrr n/ /rrT
SEE SHEETS C5.09-010 FOR
SEWER SERVICE LINE DESIGN (TYP)
STA. 12f83.35, 5.00' L T
TYPE 1-48"
RIM 430.18
8" IE /N 415.39 (5)
8" 1E /N 415.39 (W)
8" If /N 415.39 (E)
8" 1E OUT 415.29 (N)
oononccn cmccr
STA. 11*48.29, 5.00- L T
TYPE 1-48"
RIM 428.69
8"lE/N416.17(W)
8"IE/N 416.17(E)
8" IF OUT 416.07 (N)
SEE SHEET
C5.O8
SEE SHEET
C5.08
EX GROUND
CONTOUR (TYP)
10f 00.00, ROAD A =
81f89.10, NE 12TH ST
HIGH PT STA:
12f85.84
.
HIGH PT Z
L: 430.28
.
LOW PT STA: 10
65.77
PW STA:
13f00.00
LOW PT EL: 42788
h
PW EL:
430.68
' oo
oo
PW STA: 10*60.00
.
100.0
12f84.29 ROAD A
VC
h
11Ko
PV/ EL: 427.
8 0
PROPOSED GRADE
=
o;
30f00 =ROW 3
IN
o
^
o .,
Q
0 50.00 VC
o
o Q^
p
0 ROAD f (TYP)
Lc)
^�
EL: 430.28
^d
Q
s
o EX/STING GROUND
c�
c� 12f89.35 = ROAD A
>
>
. . . .
�;; W
it0 ROAD (TYP)W
W 54f59.91 ROW 4
EL: 430.28
��
_
^o�
Q2�
l�
-
��.
.NNW
W
�hW
- -
1.259
�
. . .
. .
. .
-
_.
\
2
'+
-24
.
0
.
I
I.
.
. . . . .
.
. . . . . . .
. . . .
. . . . .
.
0
. . . . .
. . . . . . .
. . . . .
. . . . . .
I.
I
135LF 8" PVC 0 0.0050
. . .
. . .
. . . . .
. . . . . .
. . . . .
.
142LF 8" PVC
0 0.0050
0
82LF 8" PVC 0 0.0050
0
.
zt
.� N
d N- N- '* .
;! N rr '1- <1
.
. . . . . 75
. . . . . .
.
. . . . . .
00 00 41 00.
.
. . . . .
h�00 �b Cb
. . .
. . . . . .
. . . . . . .
.
. .
. . . . . .
......
. .
. . . . . .
......
.
ROAD
. . .
.....
. . .
.................
. . . . . .
. . . . . . .
. .
EX/STING ELf ..
PROPOSED ELEV.
HOR/Z. SCALE.• 1 "30'
0 ROAD (TYP)
0 ROAD (TYP)
VERT. SCALE 1 N=5'
15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
NO.
REVISION
BY
DATE
APPR
SURVEYED:
BY OTHERS
DESIGNED:
HOLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HEA VR/N
APPROVED:
HOLL/ HEA VR/N
10+50
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
10+00
VERnCAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
MI
SEWER LEGEND
0
0
SEWER P/PE
SEWER SERVICE
SEWER EASEMENT
EX/STING SEWER PIPE
SEWER P/PE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
GENERAL NOTES
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CAAONS.
2. WHERE THE WATER MAIN /NSTALLAAON CROSSES OVER SANITARY SEWERS, THE MIN/MUM I/ERACAL
SEPARAAON SHALL BE 18 INCHES, OR CONSTRUC17ON 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 CONNECTION TO EXISTING PIPE FOR PROPER AS -BOIL T
430 ELEVATION PR/OR TO CONSTRUCAON OF MANHOLE 0VfR LINE
420
410
CITY OF
RENTON
Planning/Building/Public Works Dept.
SIDE SEWER NOTES
1. MIN/MUM SLOPE ON 6'� S/DE SEWER LINES /S 29
2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWA TER VAL VfS INSTALLED ON THE
PRIVATE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS.
3. SEE SEWER SERVICES PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON.
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
'Con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY �!% DEVELOPMENT ENGINEERING
jstowell 11 /13/2023 yqi 12/06/2023
DATE:
TOWNS ON 12TH 10/11/2023
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE
SA NITA R Y SEWER PLAN & PROF/LE C5.01
ROAD A (START-1 5+00) SHEET: OF:
37 93
O
O
O
N
N
Z
ti
O
Z
O
74
SEE SHEETS C5.09-05.10
SEE
73
FOR SEWER SERVICE LINE
DES/GN (TYP)
SHEET
III f
72
SIDE SEWER
Cam•.! 5. 07
[
PER C.O.R. STD DTL 406.1,
SEE SHEET C5.31 (TYP) I
t. v �.
71 �4.
%n
17f 90.67, ROAD A =
- -
71 f 72.00, ROW 6iN
-
85
-_
SEWER MANHOLE
PER C. O.R. STD DTL 400.1,
SEE SHEET C5.31 (TYP)
86
SSMH
4
STA. 17f97.67, 12.00 L T
��o•
TYPE 1-48"
87
70
RIM 427.25
8" 1E /N 412.37 (E)
SEE SHEET SEWER
8" If /N 412.37 (S)
EASEMENT
8" IE OUT 412.27 (N)
n5, 07
l�
SSMH 5
STA. 16f81.16, 8. 6J' L T
TYPE 1-48"
RIM 422.66
8"IE/N 413.11 (E)
8" IE OUT 41J 01 (W)
EMI
430
420
410
18+50 18+00
17+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/g1
PROPOSED FINISH
GRADE CONTOUR
(TYP)
TRACT)
(STORM DRAINAGE)
I \
°O I \ \ \
A- - -- \
r-
I ml���
�I� � •tee
EX GROUND
SEE SHEET C5.09 CONTOUR (TYP)
\ b�
` -39r, �� \
\ \ L
PROPOSED
STREET LIGHT L
-q \'�\ . (TYP) ill
40�\ ,\ \
PROPERTY LINE \
( ) .44
a--�
t--16 60�95
CT?
16
0. f
426
'42¢ 5+0O ,
i , , ENE 01
63 ' I 62 61 60 To T C5,
III MA EE
ESN
SSI�IH 6 5E
STA. 15f 48.56, 8.28' L T
TYPE 1-48"
RIM 424.96
8" IE /N 413. 76 (SE)
8" IE OUT 413.66 (W)
TYPE 1-48"
RIM 425.90
8" 1E /N 414.07 (S)
10' UTILITY 8- IE OUT 413.97 (NW)
EASEMENT
(TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
►,►LLv�[�i7����-,A�G�L-'iZ►ilG��7
� 440
O
430 ti
W
Z
W
420 O
O
H
Z
Z
V
410 Q
17+00
16+50
16+00
15+50
1
REVISED PER CITY COMMENTS
MJS
7/26/23
HHH
SURVEYED:
3Y OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORS
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
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
KEY MAP
/Y
SEWER LEGEND
0
O
SEWER P/PE
SEWER SERVICE
SEWER EASEMENT
EXISTING SEWER PIPE SCALE: 1 " = 3 0 )
SEWER P/PE FLOW ARROW
SEWER STRUCTURE 0 15 30 60
SEWER CLEANOUT
GENERAL NOTES
1. ALL CONSTRUC7ON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CATIONS.
2. WHERE THE WATER MAIN /NSTALLAIJON CROSSES OVER SANITARY SEWERS, THE MINIMUM VER77CAL
SEPARA77ON SHALL BE 18 INCHES, OR CONSTRUCTON 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 CONNECAON TO EXISANG PIPE FOR PROPER AS-BU/L T
ELEVATION PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE.
SIDE SEWER NOTES
1. MIN/MUM SLOPE ON 6" S/DE SEWER LINES /S 2Z
2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWATER VAL VfS INSTALLED ON THE
PRIVATE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS.
3. SEE SEWER SERVICES PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON.
CITY OF
RENTON
Planning/Building/Public Works Dept.
00
O
N
N
V
0
0
0
N
N
1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425503
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING 0 WASTEWATER UTILITY
yqi 12/06/2023 jstowell 11 /13/2023 L�
N
H
DATE:
O
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
SA NITA R Y SEWER PLAN & PROF/LE DRAWING NO: O
C5.02
ROAD A (15+00 -END) SHEET: OF:
38 93
O
O
N
O
N
v
O
O
O
N
N
Z
ti
O
Z
O
420
410
STA. 41128. 55, 5. 00' L T
TYPE 1-48"
RIM 429.15
8" IF OUT 421.18 (S)
SEE SHEETS C5.09-05.10 -
SEWER MANHOLE
PER C. O.R. STD DTL 400.1,
SEE SHEET C531 (TYP)
41 *24. 88 TOP OF SLOPE
END ROAD (TYP)
40 r5 7.5'� h ��
41 ,\ I I PROPOSED FINISH
FOR SEWER SERVICE L/NE
42
DESIGN (TYP)
SEWER EASEMENT
-
SEE SHEET
=�
C5. 01
4.3
0
44
46
I
12*89.35, ROAD A =
I.
45
54f59.91, ROW 4
71L PVC
00.0051
O
\
NI+IN
00
(V
W
L
GRADE CONTOUR
(TYP)
SIDE SEWER
PER C.O.R. STD DTL 406.1,
SEE SHEET C5.31 (TYP)
/ EX TREE
TO BE SA VED
(TYP)
I I
TRACT G
(OPEN SPACE)
I
IX
lui I 75LF 8" PVC �� I
I- 0.0051 PROPERTY LINE
TYP
75, 1 (TYP)
w� 31f75.50
MI
END ROAD
N 30f98.50, ROW 3
�30 . w I I I ' J`' I I I 40f 00. 00, ROW 3A I m \ o
15' \ l ��� EX GROUND
\ - I I CONTOUR (TYP)
I I 31 32 33 34 III 35 1361 37 oN c
SEE SHEET 10' UTILITY SSMH 17 SSI/IH 19
C5.01 EASEMENT (TYP) STA. 30f 93.50, 7.00' RT STA. 31 f 68.50, 7.00' RT
TYPE 1-48" TYPE 1-48"
SSMH 16 RIM 427.94 RIM 425.00
STA. 30f22.50, 7.00' RT 8" IF /N 416.95 (N) 8" IE OUT 417.33 (W)
TYPE 1-48" 8" 1E /N 416.95 (E)
RIM 429.83 8" If OUT 416.85 (W)
8" IE /N 416.49 (E) SEWER EASEMENT
8" 1E OUT 416.39 (W)
PROPOSED GRADE �2
0 ROAD � (TYP) n
II ^.
N
EXISTING GROUND
. 0 ROAD f (TYP)
m
- ASPHAL T THICKENED EDGE 430
TO BE ADDED TO END OF ROW 3,
TO DIRECT DRAINAGE TO CB 21
31*75. 50 = ROW 3
-EL: 42458
END ROD IMPROVEMENT
\ 420
71LF 8"
0
PVC 0 0.0051 75LF 8" PVC 0 0.0051
. .
. QP)
I
^��I W
� :`
"J��, W 4
(^ �0000013
(�-�-,,�W
r^�tQo
PROPOSED ELEV.
0 ROAD � (TYP)
EX/S7ING ELEV. -
0 ROAD � (TYP)
o `o
of
30+00
ROW 3 (E ST-WEST)
HOR/Z. SCALE- 1 "=30'
INERT. SCA E.• 1" 5'
30+50 31+00 31+50 32+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/g1
1
3
410
32+50
REVISED
PER
CITY
COMMENTS
REVISED
PER
CITY
COMMENTS
REVISED
PER
CITY
COMMENTS
N.11207im •
M/
430
420
410
`(EYMAP
N
SEWER LEGEND
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMA T/ON. 0
O
PROPOSED GRADE -
3
0 ROAD f (TYP)
II
EX/STING GROUND
n
� �
9 ROAD f (TYP) �
o�dN
136LF 8
pVC 0 0.03
II
moo
o
GRADE BREAK
41f29.55
EL: 429.13
i
m/
SEWER PIPE
SEWER SERVICE
SEWER EASEMENT
EXISTING SEAER PIPE SCALE: 1 " = 3 O'
SEWER PIPE FLOW ARROW
SEWER STRUCTURE 0 15 30 60
SEWER CLEANOUT
GENERAL NOTES
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS.
2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERACAL
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 CONNEC77ON TO EXISTING PIPE FOR PROPER AS-BU/L T
430 ELEVAAON PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE.
SIDE SEWER NOTES
420
410
PROPOSED ELEV.
0 ROAD � (TYP) RO 3 (NORTH -SOUTH)
EX/S7ING ELEV. HOR/Z. SCALE- 1 "30'
0 ROAD f (TYP) INERT. SCALE- 1" 5'
40+00 40+50 41+00 41+50 42+00
M J S
7/26/23
HHH
SURVEYED:
SY OTHERS
SCALE:
AS NOTED
K E L
9/ 12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
ONE INCH
CHECKED:
ROLL/ HEA VR/N
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
VERnCAL NAVD 1988
HORIZONTAL- NAD 1983/1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
I MIN/MUM SLOPE ON 6" SIDE SEWER LINES /S 2%
2. UNITS NUMBERS MARKED WITH A "*" W/LL HA VE BACKWA TER VA VES INSTALLED ON THE
PRIVATE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS.
3. SEE SEWER SERWCES PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMAT/ON.
O
O
N
N
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425505
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
yqi 12/06/2023 jstowell 11 /13/2023
N
H
DATE:
O
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WING NO:
SA NITA R Y SEWER PLAN & PROF/LE DRAC5. 04
ROW 3 (E- W & N-S) SHEET: OF:
40 93
Z
ti
O
Z
O
O
v
450
430
420
N
N
SEE SHEET 05.04
44 1_ 45 M 3- -1 SEWER MANHOLE
54 59.91, ROW 4 = - - - PER C. O.R. STD DTL 400.1,
12f89.35, ROAD A SEE SHEET C5.31 TYP
SEE SHEETS C5.09-05.10 - - = _
'LT
FOR SEWER SERVICE LINE
DES/GN (TYP) 46
�-� SSMH 9 ,
%� STA. 12f83.35, 5.00
IJ 30 RIM 430.18
4
A3
-`
SIDE SEWER I I /
PER C. O.R. STD DTL 406.1, 47
SEE SHEET C5.31 (TYP) _
�-r \
_JI 8.1E IN 415.39 (S)
29 8" 1E IN 415.39 (W)
8" 1E /N 415.39 (E)
8" lE OUT 415.29 (N)
48 _
28 \
STA. 52*76.26, 8. 92' L T
TYPE 1-48"
R/M 434.58
8" IF OUT 426.39 (E)
15' BSBL
TRACT L
(CRITICAL AREA)
SEWER EASEMENT
' 182LF 8" PVC
00.0604
TRACTA
(ACCESS & UTILITY)
26
25 I
24
1,
TRACT M
(OPEN SPACE)
22
/ 23'`,
SEESHEETS C7.02-C7.04 FOR
UT/L/TYCROSS/NG NFORMAT/ON.
10' UTILITY EASEMENT
(TYP)
SEE SHEET PROPOSED FINISH -
C5.03 GRADE CON��)
52fOQ,_ � � � -
'.r.
PROPOSED STREET
LIGHT (TYP)
SEE SHEET
C5.08
__
L_
IO TRACTN
(OPEN SPACE) , I : `•
115 00
� I ,,, . O ►IINI
LL
BSBL TYP o
o PROPERTY LINE
(TI I�
51 f37.96, ROW 4CD
=
N z 79f97.66, NE 12TH ST LQ
o
EX GROUND
CONTOUR (TYP)
1 q
-50f00.00, ROW 4 =
80f 00.00, NE 12TH ST
Ln
I
�z
O U
� U
►w
vLL J/7LC /
(i.7, Vl3
HIGH
T STA: 51f46.93
LOW PT ST
: 50f4>.99
H/G
PT EL: 437.21
LOW PT
434.72
P
STA: 51f37.96
PV/ STA:
50*50.00
I/l EL: 437.81
PW EL:
434.39 O
80.00' VC
O
0 50.0
VC o
EXISTING GROUND
'
•
® ROAD �' (TYP)
j j
I I I I o
j c:i �i
� W W .� d,
� I .
O ^
WW
RI RI mO�3
O�
Q
PROPOSED GRADE
o
®ROAD (TYP)
388z
-2.00%
'
^o
nn�
/
_246.9
. .
0
i.
.
. . . . .
. . . . . . .
. . . . .
. . . . . . .
. . . . .
. . . . . .
. . . .
. . . . .
. . . .
. . .
4
.
. . . . . . .
. . . . . . .
. . . . . .
. . . . .
. . .
006
o
„ Pv0
�L
.
.
.
so^ ^ ^ ^
ROW4
(� �, �I W
EX/STING ELEV.
PROPOSED ELEV.
HOR/Z. SCALE. 1 "30'
® ROAD (TYP)
® ROAD (TYP)
VERT. SCALE' 1 "=5'
55+00
54+50
54+00
53+50
53+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
52+50 52+00 51 +50
1 REVISED PER CITY COMMENTS
2 REVISED PER CITY COMMENTS
3 REVISED PER CITY COMMENTS
Ora
51 +00 50+50
M J S
7/26/23
HHH
SURVEYED:
BY OTHERS
K E L
9/ 12/23
HHH
DESIGNED:
HOLL/ HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORS
CHECKED:
HOLL/ HEA VR/N
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
50+00
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL* NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
SEWER LEGEND
0
0
SEWER P/PE
SEWER SERVICE
SEWER EASEMENT
EX/STING SEWER PIPE
SEWER PIPE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
GENERAL NOTES
tiF
SG�
SFT
e�L
O
I I I I
_7F
NE 2TH ST
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CATONS.
2. WHERE THE WATER MAIN /NSTALLATON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTCAL
SEPARATON SHALL BE 18 INCHES, OR CONSTRUCTON 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 CONNECTON TO EXISTING PIPE FOR PROPER AS -BOIL T
ELEVATON PRIOR TO CONSTRUCTON OF MANHOLE OVER LINE.
SIDE SEWER NOTES
1. MIN/MUM SLOPE ON 6" SIDE SEWER LINES /S 2%
2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWA TER VA Vf-5 INSTALLED ON THE
PR/VA TE SIDE (UPSTREAM) OF THE CLEANOUT A T THE END OF THE S/DE SEWERS.
3. SEE SEWER SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMATON.
O
O
N
N
10/11 /23
conCIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425506
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
yqi 12/06/2023 jstowell 11 /13/2023 '
N
ODATE:
TOWNS ON 12TH 10/11/2023
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
SA NITA R Y SEWER PLAN & PROF/LE DRAWING N0: O
C5.05 �
ROW 4 SHEET: OF:
41 93
Z
ti
O
Z
O
O
v
EX GROUND
CONTOUR (TYP)
Em
430
420
410
eam
TRACT M
(OPEN SPACE) A5'
EX TREETO BE SA VfD(TYP) Pl
15' BSBL
(TYP)
R�p��Ep TRACT L �I 426
(CRITICAL AREA)
SEE SHEETS C5.09-05.10 -
FOR SEWER SERVICE LINE
DESIGN (TYP)
SIDE SEWER -
PER C. O.R. STD DTL 406.1,
SEE SHEET C531 (TYP)
65 64 63
,L
I
\ 51f77..31
END ROAD'
50f 00.00, ROW 5 =
14149.57, ROAD A
- f
\
62
y1� 1 ti
/ SEWER EASEMENT V11
Ar /W
53 54 55 56 I 57 -
� I III
SSMH 14 185LF 8" PVC
STA. 51 f84.81, 7. 00' L T 9 0. 0075
TYPE 1-48"
R/M 423.91
8" IE OUT 415.97 (E)
SEE SHEET
C5.02
.. Q
Q'
TRACT)
(STORM DRAINAGE)
\qmq
NI
58 59
10' UTILITY SEE SHEET
EASEMENT (TYP) 5. 0.1
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
52+50 52+00 51 f50 51 f00 50+50
UNDERGROUND LOCATOR SERVICE
,4k
CALL BEFORE YOU DIG
8/g
50+00
SEWER MANHOLE
PER CO. R. STD OTL 400. >,
SEE SHEET C5.31 (TYP)
PROPOSED FINISH
GRADE CONTOUR
(TYP)
STA. 14f26. >0, 4.40" L T
TYPE 1-48»
R/M 427.78
8" lE /N 414.58 (S)
8" If OUT 414.48 (N)
Eml
430
420
1
REVISED PER CITY COMMENTS
MJS
7/26/23
HHH
s°fD
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAI/R/N
3
REVISED PER CITY COMMENTS
KEL
0/11/2
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA l/R/N
N0.
REVISION
BY
DATE
APPR
APPRavm:
ROLL/ HEA l/R/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD lsae
HORIZONTAL- NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
SEWER LEGEND
0
O
tiF
SG�
SFT
e�L
O
NE 2TH ST
`(EYMAP
SEWER P/PE
SEWER SERVICE
SEWER EASEMENT
EXI577NG SEWER PIPE SCALE: 1 " = 3 O'
SEWER PIPE FLOW ARROW
SEWER STRUCTURE o 15 30 60
GENERAL NOTES
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS.
2. WHERE THE WATER MAIN /NSTALLAAON CROSSES OVER SANITARY SEWERS, THE MINIMUM I/ERACAL
SEPARAAON SHALL BE 18 INCHES, OR CONSTRUCAON SHALL BE /N ACCORDANCE W/TH DOE
CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETA/LS).
3. ALL SIDE SEWER TEES SHALL BE F/ELD LOCATED.
4. CONTRACTOR SHALL FIELD VERIFY CONNECAON TO EX/STING PIPE FOR PROPER AS—BU/L T
ELEVA AON PR/OR TO CONSTRUCAON OF MANHOLE OVER LINE.
SIDE
SEWER NOTES
1. MINIMUM SLOPE ON 6" S/DE SEWER LINES /S 29
2. UNITS NUMBERS MARKED W/TH A "*" W/LL HA I/E BACKWATER VA l/ES INS TALLED ON THE
PRIVATE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS.
3. SEE SEWER SERWCE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMAAON.,con
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425507
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023
O
0
0
N
N
WASTEWATER UTILITY�'
jstowell 11 /13/2023 '
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
SA/V/TARYSEWER PLAN &PROF/LE
Row 5
N
DATE:
O
0/1>/2023
FIELDeo
PAGE:
DRAWING N0:
C5.06
SHEET: OF:
42 93
Z
ti
O
Z
O
O
v
EX GROUND
CONTOUR (TYP)
PROPERTY
� LINE EX OFFSITF TREE
TO REMAIN TYP
W (TYP) (TYP)
76
W
W i �
Qj
707L00. 0
BEGIN ROAD y _ 0
TRACT`(
(CRITICAL AREA), -
SEE SHEETS C5.09-05.10
FOR SEWER SERVICE LINE SEE SHEET
DESIGN (TYP)
C5.02
75 � 74 73 72 1 71 [T� I 1
-v 71 f72.00, ROW 6 = -\
17*90.67, ROAD A
I
TOP OF SLOPE �it i SEWER EASEMENT
mi
BEGIN
wif
N
�o
� 424 / I
� NI
77 78 \755UH
'go
15' SETBACK
(TYP)
00.0199
�18-
STA. 70*21. 00, 7.00' RT
TYPE 1-48"
RIM 422.85
8" IE /N 409.02 (5)
8" IE OUT 408.92 (NE)
STA. 17f97.67, 12.00' L T
TYPE 1-48"
RIM 427.25
8" IE /N 412.37 (E)
8" If /N 412.37 (S)
8" IE OUT 412.27 (N)
SEE SHEETS C7.02-C7,04 FOR
UTILITY CROSSING NFORMAT/ON.
PROPOSED F/N/SH
GRADE CONTOUR
(Typ)
70
69
STA. 72f82.19, 7.00- RT
TYPE 1-48"
RIM 425.28
8" IF OUT 417.12 (N)
68 67/ I \�) / /
90
EX TREE
TO BE SA 6D
(Typ)
SIDE SEWER
PER C.O.R. STD DTL 406.1,
SEE SHEET C5.31 (TYP)
ti
t , TRACT L
(CRITICAL AREA)
SEWER MANHOLE
PER C. O.R. STD DTL 400.1,
SEE SHEET C5.31 (TYP)
72f 5 77
i re in nn e n
t7.5'
-7.5'
15' BSBL
HIGH PT STA: 71 *80.15
HIGH PT EL.- 427.11
PV/ STA.- 71f72.00
PV/ EL: 427.82
.
100.00 VC
0
0
EX/STING GROUND
v v
p
v v O
®ROAD (TYP)
mm
WW o�
it
y'
PROPOSED GRADE
® ROAD � (TYP) N
.
70f00 = ROW 6
EL: 422. 00
/
3.38%
i
-
ROAD IMPROVEMENT
. . . .
. . . . .
@ 0.048
8» Pv0
gBLF
�
N
�
N I�
163LF8
PVC ® 0.0199
'N
cj �
���^
EXISTING ELEV.
.
�
® ROAD � (TYP)
RO
V
. . .
. .
. .
PROPOSED ELEV.
HOR/Z. SCALE.
I" JO'
® ROAD f (TYP)
VERT. SCA
E. ID 5'
70+00
70+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
71 +00
71+50
72+00
72+50
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SEWER LEGEND
0
0
SEWER PIPE
SEWER SERVICE
SEWER EASEMENT
EX/STING SEWER PIPE
SEWER PIPE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
KEYMAP
SCALE: 1" = 30'
0 15 30 60
GENERAL NOTES
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CATONS.
2. WHERE THE WATER MAIN /NSTALLATON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTCAL
SEPARATON SHALL BE 18 INCHES, OR CONSTRUCTON SHALL BE /N ACCORDANCE WITH DOE
CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS).
3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED.
430 4. CONTRACTOR SHALL FIELD VERIFY CONNECTON TO EXISTING PIPE FOR PROPER AS -BOIL T
ELEVATON PRIOR TO CONSTRUCTON OF MANHOLE OVER LINE.
.SIDE SEWER NOTES
420
410
73+00 73+50
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
RENTON
Planning/Building/Public Works Dept.
1. MIN/MUM SLOPE ON 6" SIDE SEWER LINES /S 2%
2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWA TER VA VES INSTALLED ON THE
PR/VA TE SIDE (UPSTREAM) OF THE CLEANOUT A T THE END OF THE S/DE SEWERS.
3. SEE SEWER SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMATON.
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
yqi 12/06/2023 jstowell 11 /13/2023
N
DATE:
O
TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
SA NITA R Y SEWER PLAN & PROF/LE DRAWING N0: O
C5.07 �
ROI A�G SHEET: OF:
�l �/ v 43 93
O
O
O
N
N
Z
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
Z
ti
O
Z
O
TOP OF SLOPE�Nk
(TYP) -�
EX/STING OFFSITE TREE
TO REMAIN (TYP)
APN 9510
9
9
TR/c / `
TRACT`( �
(CRITICAL AREA) ,
0--
AN P95109'HUO
ZNI
EXISTING TREE
26.0 PRIVATE R AD TO BE SA I/ED
EASEMENT
P
AT OF WOODS IER (TYP)
----�--L
-------------
g
0
A "",NIKKI
16.0 PRIVATE ROAD
EASEMENT
PLAT OF WOODS IER
IVATE ROAD
VT
- WOODB IER
W
-------------- I
------
0130
AP N 3 pF , NTON
CITY
APN 33N FER E 50
JEN
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
SEE SHEET C5. 10
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
8Y 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
APPR
APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
`(EYMAP
0
0
0
N
N
SCALE: 1" = 30'
0 15 30 60
SEWER LEGEND
0
O
SEWER PIPE
SEWER SERVICE
EX/STING SEWER PIPE
SEWER PIPE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
,%�----
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425510
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING � WASTEWATER UTILITY
yqi 12/06/2023 jstowell 11 /13/2023 '
N
O
DATE:VERTICAL: NAVD 1988 .
HORIZONTAL: NAD 1983/1991 CITY 0 F TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
URENTON PAGE:
DATUM DRAWING NO:
Planning/Building/Public Works Dept. SEWER SERVICES PLAN C5"O9
SHEET: OF:
45 93
Z
ti
O
Z
O
v
SEE SHEET C5. 09
p » 8LF 6"�--80LF 6' P 81F" 8LF 6� 429.8 330780 LE 5 I 15' BLOG ®0312 0.4087 PVC 0.55� 6' /E P C6 PVC ®08562VC 6' lE 423.26JENNIFER /�i�\\a� I : 'E419.00 ®0.47506" /E 420t
82 0 0.6950 ®�7� u u I PAD 9LF 6" P
SETBACK (TYP) / 6" /E 419.50 420.00 6" /E �"� 6" IE 421.82 y HI 41 429.8 0 0.2678 LF 6' PVC
NUF
/ �E 418.50 53 � 54 55 56 57 58 421.32- 59 -, \ I 6" /E 423.26 �� 100.
PAD PAD PAD PAD PAD PAD PAD „_ 15 BLDG SETBACK (TYP)
\• W �`L 42�0� 426..0--426.0 426..0 428.3 428. T 428.3 , ' Q �, 9LF 6 P -
W
l: �I I -I _ i �� PAD 6 0.� 56 y, F �'F%� _TOP OF SLOPE (TJ
_ 1
42 4298 oc 6"P
423.26 f. 0.1790
/ I \ �W •s
/ % \/�\ I y f / 43�� / a ... • - a .. a I211 AB 15' BUFFER (TYP)
�I W TRACT L 39 \p423 S
\�IW I I/ '(CR/T/CAL AREA) l 4 •, 43 2 10LF 6" j
�... PAD \ �� _pPNY PRpPERTIE
�� ® 0' I 428a TRACT G ()AL
�_-- - . • " 0 8 II (OPEN SPACE)
�= f I - 6 /E 422.92 f \ EXISTING TREE
52 51 \ P PAD 48 47 46 �1 • : s' /E 422a5
TO BE SA VED (TYP)
l / 0 435.0 PAD PAD PAD �� » 38
SIDE SEWER PAD PAD 6 /E 427.96 4333 433.3 4333 44 29.47 ®0.3930 AD �
435.0 435.0 9LF 6" PVC
PER C. O.R. STD DTL 406.1, 6 /E 427,ff _ J
SEE SHEET C5. 31 6" /E 428.46 � �53 _ "' � � ` 1 6' /E s" lE 422.75
\ » 19LF 6 6 /E 426 83 6 /E 426.33
" „ PAD 422.42
\ (TYP) 19LF 6 P p pr 19LF �6' P 9LF 6' PVC 6 /E 425.83 t�5 429.4 »
/ ®0.2316 ®02811 ® 0.3695 0 0.J563 9LF 6" PVC 9LF 6 P OLF 6" PV
\ _ / It ®.41 �_ 0 ..4422 0.1835
I
- O IF 42796 N. I
19LF 6" P 3+Uu T_ f
� SSMH 17
I' 4 TRACT M / I'
9046 \ - (OPEN SPACE) ` SSMH 9 �% 4 SSMH 19 /
o a.
042305WONG
A K NSO DN W SSMH 15 12LF 6�' PV 2LF _6" Ply 2LF 6" 13LF 6" 12LF 6" J p` I SSMH 16 " I I \ \
l ®.3567 ® 0.3717 . PVC PVC pVC 2LF 6 PVC " r LF 6 PVC I \ \
" p 0 0. 933 8LF 6'" PV 8LF 6 PV 8LF 6" 7LF 6" ®0.2500 \ ��
\ i / 6" IE 6 /E 0 0.450 5j69 0 0.6733 "�¢ i ' I ® 0.7112 a PVC \ \:�.O.",686VC
/ 42 ..61 428.61 -6"If- 6 /E 0 Q 7925 6" IF 419.40
6" /E s" lE I 6' IE 422.60 I 451' 12LF 6"PV 427.61 426.62l \ 6&IE F 62 PV QslE 6IE \ \
\ / . 426..62- 426.62 IPAD PAD 06"lE�rj( I G 9i ®0.6288 422.1I2�6�PAD PAD PAD PAD I ® 525 420. PAD PAD 41 PAD ��, 0423059ESLLC
i-AC.• » PAD PAD PAD
434.9-, 435.4„ 42' .61 43¢0 4326 432.5 432.1 J I « .; . • 6 /E 423.6 0 I I N N P
\ 434.4 - F 429.5 429.0 428.5 427.9 426.4 426.4 d APN RAPE
I L -IL y i � I I PAD � \
\ \ _ 24 � 25 26 27 28 29 ti� 30 - I NI
J p ALP
\ I ..1 - --- I - �/ 31-r 32 33 34 - 35 . i- 36 �1 37- l T No.
TRACTA / I JUSTME �0282,
• : • \ (ACCESS & UTILITY)
/. IQ TRACT B • 'p - I ON LOT 06 ELLD 000093
j- (ACCESS &UTILITY) <..1 I I ICY pF RE�UA,042op5p822Y
I L.L•A. N REC NO
23 -r 22 - 21 20 19 18 - 171 I - 16 =` �_ -
\ I PAD ,eAD� PAD' PAD PAD PAD PAL' PAD 15 "'-14 1 13 a ' 12 11 L 10 l I
438.4 4384 4384� 436.9 4-5 4J3.5 432. ! - 427.8 PAD PAD
I I PAD PAD PAD PAD
lI 6 /E, 431.43 43093 - 6 /E 427.96 6" /E I I I / ' 6 /E N " 1 425.9I 425.9 425.9
\ i " ' 421.30 4278 4278 4 8
11
1LF 6 PV 12LF 6 P 426.46 " 8LF s PV » 8LF 6
® 0.2464 k 13LF 6" ® 11LF 6" 6 /E 425.48 / � ® 5888 � 6 /E PVC 6" /E � 6" /E 6" /E
6" lE 431.93 PW ®0.5P VC318 1LF 6 P14 °�L� 421.80 42080
0 6 4 �8 419.0 418.93 41843
00 08 6 IE 429.93 00. 73 6" IEIw 8LF 6" & P ' 8LF 6' \
EX/STING OFFSITE TREE 3LF 6' PVCL , . 8LF 6 P PVC 420.30
1LF 6" PV ® 550 ®0. 100 PVC 0 0.2375 I PVC
`� 0 0.301 I 0.3 37
TO REMAIN (TYP) I 0 0.2 82FMP o , .�• ., . - -- 1713
91' 4 SSMH 12 _ - 19f 0 L
�.
0420VO I '"I ` 21 00 . SSMH 11
A PHUONC MY Z R :o NIF 11N I 15
Eb
O I
BS L
- SSMH 10 I / \ J �.. a .. (TYP)
' I 25LF 6" ' 25LF 6 25LF 6" 25LF 6" 25LF 6» •" 1 \ / " 9235 C
PVC PVC PVC 25LF 6 25LF 6 I p5� LL
6" /E PVC PVC •,' I PVC 25LF 6" 25LF 6" N p423 pCIATES
g262 P PVC PVC I AP ASS
3 p5, � ®0.02 429.09 ®0� 1 0.2280 ®0.1784 0 0 1 l PVC ti I &
N 042 �ApWIN 6»lE / f�I a O - 0 11 2 ®0.1�7 0.0880 _ ®0.0 72 I I ()AL
AP JAMES 6" /E 6 /E
78f00
TRACT N
(OPEN SPACE)
I-
I
- 79f00
w w w�
SD /�-
r
429.75
428.55
427.05
-6 /E
42
O
6 It / s It
419.69 420.19
I , IL
"
..55
°
^
TRACT 0
^ \
419.20
418.70
I I I
9 8
7
6
5 1
I
(OPEN SPACE)
4 `�
2
1
I
PAD PAD
PAD
PAD
PAD 1A
PAD I PAD
42172
PAD
PAD
I I
. I
438.2
434.5
43.5
432.5
4272438.2
4257
4257
I PROPOSED FINISH
• .• a
I
I GRADE CONTOUR
L
-
1
IN,
T>P
-
/pmv-
• ti 'gip'
I :'
d.
77
a - -
T..;,a,;
- -
- -
- -
- - - R '•• .. ..I-t
•' r,-_� •- a p •
• a : • ^'. ,
r •• ...
�� EX/STING GROUND
- -
., s�: ,.
- - tr• -�`
-'=" CONTOUR (TYP)
�. �-
` -424
NE12TH ST
00
\ 81f00
\¢2
h i I Io J2f00 8\
�3NI�IN[ w w w w w w NI IN V \„ I 83f00 z 426- Ss
w-, 84fmoo w 85f00
SD SDSD__ I _
SD Sp SD
\ SD
\ SDI
`(EYMAP
v
SCALE: 1" = 30'
0 15 30 60
SEWER LEGEND
SEWER PIPE
SEWER SERVICE
EX/STING SEWER PIPE
SEWER PIPE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
1 I SD SD sD SD � 10/11 /23
zz
SD --� SD -_
m
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
M J S
7/26/23
HHH
SURVEYED:
SY OTHERS
SCALE:
AS NOTED
K E L
9/ 12/23
HHH
DESIGNED:
HOLLI HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
ONE INCH
CHECKED:
HOLL/ HEA VR/N
AT FULL SCALE
IF IN ACCORDINGLY
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
VERnCAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425511
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
yqi 12/06/2023 jstowell 11 /13/2023
N
DATE:
O
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
DRAWING NO:
SEWER SERVICES PLAN C5_10
SHEET: OF:
46 93
0
0
N
N
Z
ti
O
Z
O
M1
v
5' I
B,
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS AND MORTAR JOINTS
SEE NOTE 3
FIRST STEP SHALL BE A MAXIMUM OF 18"
BELOW THE COVER
CONE (ECCENTRIC)
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
RUBBER GASKETED JOINTS SEE NOTE 5
IF REQUIRED, LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
SHELF AND CHANNEL SHALL BE
3000 PSI CONCRETE
PRECAST BASE SECTION
OR CAST IN SHELF
COMPACTED SUBGRADE WITH 6"
CRUSHED ROCK OR ADDITIONAL
MATERIAL SUITABLE TO
SUPPORT STRUCTURE
'A'I
'B'
'C'
'D'
'E'
48" MH
48"
6" MIN.
5"MIN
24" MIN.
21" I D
54" MH
54"
8" MIN
5 5" MIN
24" MIN
24" 1 D
60" MH
60"
8" MIN
6" MIN
42" MIN
30" 1 D
NOTES.
1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478.
3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED.
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE
5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL
8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER
STD. PLAN - 400.1
• PUBLIC WORKS yney
DEPARTMENT STANDARD SANITARY MANHOLE M26/202
Martin Pastucf��i
rn'ncwd+r:'.bAS,i,�449D DATE
r.,j r-m-r----------
--- EX. SEWER MAIN
I I I I
l PROPERTY LINE
JSEWESR
POOLZ
(LENGTH AS NEEDED) iiiS-O" MIN
6" SEWER STUBFUTURE 4" SIDE SEWER
2"x 4" STUD MARKING POST PAINTED
6" CAPJJJ WHITE MATH THE WORD "SEWER" STENCILED
MAIN TEE X 6" TEE i i i IN 3" HIGH BLACK LETTERS AND #6 WARE
SIDEWALK • ?WRAPPED AROUND THE STUD AND
\ EXTENDED TO THE TOP OF THE STUD
` COUPLING TYP
(
ray 13
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
• I 1---
`---j
BEND AS e"
REQUIRED
EXISTING SANITARY
SEWER MAIN t-2 0R MIN SLOPE 1 \\a
\\ \ ` FUTURE 4" SIDE SEWER
�6" SEWER STUB `6"X6"X6" WYE FUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB pp�� yqq STD. PLAN -406.1
A
PPROvI•ry-
`R3 PUBLIC WORKS INSTALLATION "Tnad by
DEPARTMENT Martin PaStUCh@✓26/202'
(SEWER MAIN TO PROPERTY LINE) _a,, „ ..
DATE
BOLTHOLES - 3 PLCS
SxNOn NpNI EQUALLY SPACED 120'
fwallor is"3 APART ON 23 1/16' (586mm)
DIA BC (SEE DETAIL)
RENTON
SEWER
IL1pC IN USA
COVER & FRAME
PLAN VIEW
25' DIA
[635mm] 1'
3/4' C25mm]
C19mm]
8 3/4' 2 1/2'
C222mm] [64mm]
TYP
COVER SECTION VIEW
26 112' DIA
[673mm]
25 1/4' DIA
16, 'm] 1 1/16'
1/4' (6mm) DIA [27mm]
NEOPRENE GASKET
6'
fAr:
C151 mm]
5/8' 23 3/8' DIA CL ❑PEN
[16mm] [594mm]
27 5/16' DIA
[694mm]
34 1/8' DIA
COVER BOTTOM VIEW
3) BLT SOC (ALLEN HEAD)
5/8'-11 X 15 SS
\ RUBBER WASHER
BOLTING DETAIL
1/4' 1 1/16'
C6mm] (27mm)
(3mm]
1/8,
[R3mm]
GASKET GROOVE DETAIL
[867mm] NOTES
FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE
A LOCKING LID PER EAST JORDAN IRON WORKS
INC PRODUCT No 00371572 OR EQUAL.
2 USE FRAME AND COVER FOR SANITARY (SPECIFY
"SEWER")
•
STD. PLAN - 401.1
.�PUBLIC WORKS SEWER MANHOLE FRAME AND COVER �5°°°hY
'�„ DEPARTMENT (CITY -OWNED) Martin Pastucffg
Z6/zoz
8449D.. DATE
MAXIMUM DISTANCE BETWEEN SPACERS
SHALL BE 6 FEET ON CENTER
SEAL BOTH ENDS OF CASING WITH A
MANUFACTURED RUBBER SEALING DEVICE,
MODEL "W" BY PIPELINE SEAL & INSULATOR
OR APPROVED EQUAL
PLACE END SPACER MAXIMUM OF
12" FROM END OF CASING (TYP.)
1— ONE SPACER SHALL BE PLACED ON THE SPIGOT
END OF EACH SEGMENT AT THE LINE MARKING
THE LIMIT OF INSERTION INTO THE BELL. WHEN
THE JOINT IS COMPLETE, THE SPACER SHALL BE
IN CONTACT WITH THE BELL OF THE JOINT SO
THAT THE SPACER PUSHES THE JOINT AND
RELIEVES COMPRESSION WITHIN THE JOINT.
STEEL PIPE CASING (MILL PIPE) OR DUCTILE IRON
USE 2 STAINLESS STEEL HOSE CLAMPS TO SECURE RUBBER SEAL
(1 ON CARRIER PIPE AND 1 ON CASING PIPE)
CARRIER PIPE
CARRIER PIPE DIAMETER
4"
6"
8"
10"
12"
CASING DIAMETER (PUSH -ON
JOINT CARRIER PIPE)
10"
12"
14"
16"
20"
STEEL CASING THICKNESS
0 25"
0 25"
0 25"
0.25"
0.25"
SPACER BAND WIDTH
8"
8"
8"
8"
8"
NOTES:
1 CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE CASCADE WATERWORKS MFG OR APPROVED EQUAL
2 MINIMUM RUNNER WIDTH SHALL BE 2 INCHES
3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE
A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES
B MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT
JAMMING DURING INSTALLATION
4 STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER
5 SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36" DIAMETER OR GREATER.
6 FOR CARRIER PIPES EXCEEDING 12" IN DIAMETER, CASING DIAMETER AND THICKNESS SHALL BE DESIGNED BY
AN ENGINEER.
7 FOR STEEL CASING, PROVIDE SHOP -APPLIED ANTI -CORROSIVE COATING ON CASING EXTERIOR CONFORMING
TO AWWA 210 PRODUCT SHALL BE TNEMEC HI -BUILD TNEME-TAR SERIES 46H-413 OF APPROVED EQUAL
MINIMUM COATING THICKNESS SHALL BE 16 MILS OFT.
8. STEEL CASINGS SHALL EXTEND A MINIMUM OF 5 FEET BEYOND ANY WALLS OR STRUCTURES.
9 PRIVATE LATERALS ONLY: CASING SPACERS ARE NOT REQUIRED AS LONG AS THE LATERAL CARRIER
PIPE DOES NOT HAVE BELLS THAT WILL FALL WITHIN THE LENGTH OF THE
CASING END SEALS ARE REQUIRED FOR ALL LATERAL CASING PIPES.
STD. PLAN - 412
R,." PUBLIC WORKS CASING PIPE
DEPARTMENT FOR MAIN LINES & LATERALS Martin PastuCIAW26/202
v„wc WorZTAdini,F"9 p84490 DATE
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/g1
TEE OF APPROPRIATE SIZE USE ROMAC COUPLING OR
APPROVED EQUAL WHEN
60" MIN CONNECTING TO AN EXISTING
FOR NEW
MANHOLES SEWER MAIId
ft
SEE NOTE 7
"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
. f
90' BEND EMBEDDED IN CONCRETE
1/2 THE DIAMETER OF
' THE DOWNSTREAM PIPE
NOTES
1. SANITARY SEWER DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER
UTILITY SECTION
2 DROP PIPES AND FITTINGS SHALL BE PVC SDR 35 WHEN CONNECTING TO ALL EXISTING
SEWER MAIN MATERIALS EXCEPT DUCTILE IRON. USE AWWA C900 PIPE AND AWWA C907
FITTING WHEN CONNECTING TO DUCTILE IRON SEWER MAINS
3 MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER
4 CONNECTIONS TO MANHOLE SHALL BE CORE DRILLED AND USE KOR-N-SEAL BOOTS
OR APPROVED EQUAL
5 USE ROMAC COUPLING OR APPROVED EQUAL WHEN CONNECTING TO AN EXISTING MAIN
6 WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE
DROP PIPING IS 12" INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS
SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER
DIAMETER MANHOLE.
7 "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED
EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH
DROP PIPE IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE
INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER BRACKETS SHALL BE
ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN 2 EACH AT
CONNECTION POINTS
8 MANHOLE CONE SECTION AND ACCESS LADDER MAY NEED TO BE RELOCATED TO ALLOW DROP
ST ..PLAN - 402.2
PUBLIC WORKS INSIDE DROP CONNECTION APPROVEVRI D
DEPARTMENT FOR SANITARY MANHOLE Martin Pastuchcj0/26/2
NOik w"„f ♦em""nro, DATE
NOTES
1. CONTRACTOR SHALL USE A HYDRAULIC POWERED CHA/NSAW WITH A DIAMOND BLADE FOR CUTTING
EXISTING CONCRETF BENCH, SEVERAL CUTS SHALL SE MADE WHERE THE 90 W/LL SE EMBEDDED
AND REUOVf- THE PIECES WITH A ROTO—HAMMER, TO PREI/ENT ANY CONCRETE DEBRIS FROM GOING
DOWN THE PIPE CONTRACTOR W/LL INSTALL SCREENING ACROSS THE CHANNEL WHILE WORK /S
BEING PERFORMED.
2. CONTRACTOR SHALL POTHOLE AROUND THE EX/ST/NG STRUCTURE AND DETERMINE SIZE OF EXISTING
CAISSON. L OCA T/ON OF CONNECTION SHALL BE TORCHED OR CUT THROUGH CAISSON AND THEN
CORE DRILLED FOR NEW CONNECT/ONPEA GRA l/EL AROUND STRUCTURE SHALL BE VACTORED OUT
DOWN TO CONNECT/ON POINT, PR/OR TO CORE DRILLING, AND THEN BACKF/LLED AFTER INS/DE DROP
CONNECTION /S COMPLETE.
J INFORMAT/ON NOT PRO1/DED WITHIN THIS DETA/L SHALL FOLLOW THOSE OF C/TY OF RENTON
STANDARD PLAN 402,2 A80VE.
TOP OF PIPE SHALL
MATCH CROWN OF
EXISTING CHANNEL
EX/ST/NG 22" P/PE
✓OTE 2
PIPE SHALL BE
EMBEDDED /N
CONCRETE, SEE
NOTE 1 BELOW
INSIDE DROP - CONNECTION TO EX MH
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
NO SCALE
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) --\
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
.31
O.D.
of
PIPE
6"
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
PUBLIC WORKS PIPE BEDDING APP
V:R]
DEPARTMENT FOR SANITARY SEWERS Martin PastuCW26/202
w•n, n01FD98vB449D DATE
0
0
N
O
N
v
O
O
O
N
N
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425512
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING IL WASTEWATER UTILITY
:011 -F
yqi 12/06/2023 jstowell 11 /30/2023 L�
NN
1
O
TOWNS ON 12TH DATE:
10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
DRAWING NO:
SANITARYSEWER STANDARD DETAILS C5.31 2
SHEET: OF:
47 93
w
TOP OF SLOPE (TYP)
APO g510ggTR C /
TRACT K
(CRITICAL AREA)
g I APO g51N�H�0 0
ZN11P
0
APO 3 pO REN��
q1Y
EXISTNG TREE
TO BE SA I/ED
(TYP)
LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
CONNECT TO
EXISTING SEWER
CONNECT TO
EXISTING WATER
TRACTA
(ACCESS & UTILITY),
EXISTNG OFFSIIE TREE -
TO REMAIN (TYP)
A PNUONO MYgv04
TRACTN_
(OPEN SPACE)
CONNECT TO
EXISTING STORM
TOP OF SLOPE (TYP)
15' BLDG
SETBACK (TYP)
15' BUFFER (TYP)
/ p42305�9E45LLC
APO PROPER
pALPAY
PROPOSED WATER
(TYP)
PROPOSED STORM
(TYP)
PROPOSED SEWER
(TYP)
APO 4 23
OPER1E51LL0
pALPAY
ApN O4ASSOC A1E5 LLC
pALPAY &
SCALE: 1" = 50'
0 25 50 100
STORM LEGEND
STORM PIPE
STORM SERVICE
EXISTNG STORM PIPE
STORM PIPE FLOW ARROW
STORM STRUCTURE - TYPE 1 CB
STORM STRUCTURE - TYPE 2 CB
SEWER LEGEND
SEWER PIPE
SEWER SERIWCE
EXISTNG SEWER PIPE
SEWER STRUCTURE
SEWER CLEANOUT
WA TER LEGEND
WATER MAIN
EXISTNG WATER PIPE
js I IN[
WATER RTANG
Ak
FIRE HYDRANT
®
WATER METER
•�
TYPE / BLOW -OFF
AIR- VAC
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
`,,111111zm� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425536 S-425513 W-425513
0
N
N
I IN COMPLIANCE WITH CITY OF RENTON STANDARDS
w w w w —
SS- - - - - - SD
• T `''' - - so - _ - � DEVELOPMENT ENGINEERING r��
----SD %
j CONNECT TO CONNECT TO 1 CONNECT TO — o — p — yq 112/06/2023
IRL
W EXIS77NG WATER EXISTNG WATER \
Q J \ EX/SANG WATER
EAB�DO:TER UTILITY EWASTEWATER UTILITY � �' N
yz GAFOUR 11/09/2023 well 11 /30/2023 '
1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: scu.E: VERTICAL. NAVE) 198B DATE,
O
2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH SY OTHERS AS NOTED HORIZONTAL: HAD 1983/1991 : PRI CITY 0 F TOWNS ON 12TH 1011112023
(�
3 REVISED PER CITY COMMENTS KEL o/11/2 HHH DESIGNEDHOLL/ HEAI/RlN 3916&3926NE12THST, RENTON, WA 98056 FlELDBOOK:
DRAWN: RENTON PAGE �
MARY MOORS ONE INCH DATUM DRAWING NO:
CHECKED: AT FULL SCALE
HOLLI HEAVR/N IF NOT ONE INCH Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN C7.01
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
HOLLI HEA VRIN 60 93
Z
ti
O
Z
O
O
v
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
SEE SHEET C7.03
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
O
0
N
M
N
v
`(EYMAP
0
0
0
N
N
K
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
STORM PIPE
-�
STORM SERVICE
-SD
EXISTING STORURIPF
STORM PIPE FLOW ARROW
❑❑
STORM STRUCTURE - TYPE 1 CS
STORM STRUCTURE - TYPE 2 CB
SEWER LEGEND
SEWER PIPE
SEWER SERWCE
_SS EX/STING SEWER PIPE
� SEWER PIPE FLOW ARROW
0 SEWER STRUCTURE
SEWER CLEANOUT
WA TER LEGEND
WA TER MAIN
-W EXISTING WATER PIPE
H C WATER F/TT/NG
• FIRE HYDRANT
® WA TER METER
•� TYPE / BLOW -OFF
AIR- VAC
v 10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
�-425537 S-425514 1A-425514
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Lyqi
PMENT ENGINEERING WASTEWATER UTILITY 12/06/2023 jstowell 11 /30/2023
N
ODATE:
VERnCAL• NAVD 1988 .
HORIZONTAL- NAD 1983/1991 1
CITY 0 F TOWNS ON 2TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
RENTON PAGE:
DATUM DRAWING NO:
Planning/Building/Public Works Dept. UTILITY CROSSING PLAN C7"02
SHEET: OF:
61 93
Lr) 4 SEE SHEET C7.02
N N NLO
�0°50 rr 53 54 :.;II r /
d' d' APN 3307801LE � � 55 56 57 58 59 • . I� g TRACT H /
41 (CRITICAL AREA)
I I JEN / � \ Nr '
I
TRACT L
(CRI T/CAL AREA) % a 42 I
/ �/ I \ \ / 1�\W ,I ;.• 'a ' 39
❑ I 4 ,. ( 305,9245�GG
y \
�I ly \ , a pN 042opERTIEs
43 "OAApAY PR
` EXISTING TREE
TO BE SA VED
44 52 51 50 49 4R Q (rYP)
46 ; rrH c, i [a `
h �
\ v�l Pz
SEE UTILITY CROSSING TABLE .�0 9PEN "
N SHEET C7.04 (TYP)
Y
TRACT M 45
SPACE) e � u F IIzi
b 3 i 9
•' NI+IN
5 9°46 \ 1 �� 5 � ❑ �iJ \
ApN ° pON WONO �\ / \
28 29 30
24 25 26 27 31 32 33 34
O PROPOSED WATER (TYP) 35 36 37 9061
I PROPOSED SEWER (TYP) 6 ApN 4230ERT1C5 LLC
PPOP
M I PROPOSED STORM (TYP) ]NI p
ALp AY
TRACTA `. 7 ... STMENT N•
1 \ i (ACCESS & UMITY) a ApJO —3002
TRACT B "" , ... ,. ... ' L°T LINELLA, LN O9
O .. (ACCESS & UTILITY)' A :. : ' . RENTON LO 106, 2g000
7.CITY O NO• LINO 20°50
g2
I — ' L.L.A. REC-
I
23 22 21 20 19 18 17 16 15 14 13 12 Jill
10
9
ApN 0423o5�Y�O4
pHUON
I'' row
0425500
TRACT /V ApN 305—
0423ATES LLG
ApN 055— 2 (OPEN SPA OALpAY & A
DAMES
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
NO.
REVISION
BY
1 DATE
1 APPR
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
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
c�
SD
SD--
o—o—o
CONNECT TO
EXISTING WATER
CITY OF
RENTON
Planning/Building/Public Works Dept.
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
STORM PIPE
STORY
_SD
EX/S NGESTORM P/PE
STORM PIPE FLOW ARROW
❑❑
STORM STRUCTURE — TYPE 1 CS
STORM STRUCTURE — TYPE 2 CB
SEWER
LEGEND
SEWER PIPE
SEWER SERWCE
_SS EX/STING SEWER PIPE
4 SEWER PIPE FLOW ARROW
0 SEWER STRUCTURE
SEWER CLEANOUT
WA TER LEGEND
r�:••wAf•r
WA TER MAIN
—W EXISTING WATER P/PE v
HI WATER FITTING �• ~� Z z
• FIRE HYDRANT
® WA TER METER 9
•� TYPE / BLOW_ OFF
AIR— VAC 100NAL
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425538 S-425515 W-425515
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023 w
0
0
N
M
N
v
0
0
N
N
WASTEWATER UTILITY
jstowell 11 /13/2023 kmj 141%
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
UTILITY CROSSING PLAN
DATE:
0/111202J
FIELDeo
PAGE
DRAWING NO: �7
C7.03
SHEET: OF:
62 93
O
O
N
O
N
v
O
O
O
N
N