HomeMy WebLinkAboutzS-4254setA PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
It
Ln
N
LLI
1—
U7
z
LLU
75
LLI
O
rr
n
L
0
z
a
z
O
1-
0
0
a
z
0
J_
ZD
m
a
0
a
►i
i
LJ
J
L,
1
o ' '
o
_
4,9
e4.. Q
- 6
�„ 26 i 25S _ —24-
a I
o
NN
_ 1 I
—G �a �r — \
a 25—
I
W " _ _ 26 — — 6 — .. �_ -25-
10
u
I
—1_—'J7 —25
--25-i S7" MAPLE a I I I \ — -24— I I
3/ 6 MAPLE '� ��5
-3. S �� 236
TE a6 MAPLE 34 ?3� 23.1 k
D 25 4 .23 4 — 24 _
a. I
6" MA E SSCO-01 6" SSCO
I a I �'• J� J�� I
N:174,169.55
3a 24.08
An RIM:22.96
\ 24— 'I IE:16.59 6" E (IN)
3 L ° IE:16.59 6" W (OUT)
I
i G 3R.3 I I jJ�j� lam' I I SS --
POINT OF CONNECTION
TO BUILDING I I .1
woo
N:174,169.92
— \SS 23— B E:1,295,627.08 ss ss I
\ �. IE:16.65 6' W (OUT) I !J W.- I ' ss i
1 I
ss
i° VERT. BEND 13 31-F-6" PVC SDR35 ®2.00% N I I ' ss Ss I I
II II 1 1 ` 48LF-6" PVC SDR35 @ 2.00% ° I so / ss ss I i
0 3 \ (SSCO 01 TO 45' VERT. BEND) I' s i
� ss
SS
Lo
SSLa SS
I
Cn
ss SD I
Cn —f GAS G SS / SD /
I
� J � SS � SD
SS LSD I I
rn
o / 5SD
ss' SS S / so
(!� I I SS s
/
I
�s� ,D
JN� SD
I SS VSD
SS La SY Q� �
ss� SD SD 12� I I I I
SD 2�
I 21.07/ � X
tit � tiD• I
I
/ 208a 05„ I I
i10$1X J°�
SD S I
i
I
GRADING AND STORM DRAINAGE PLAN (PRIVATE)
SCALE: 1"=20'
10
HORIZONTAL SCALE: 1"=20' Call 811
20 0 20 40 • ® two business days
NORTH before you dig N O.
REVISION
SURVEYED:
DESIGNED:
DKM
DRAWN:
KLK
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
LEGEND
PROPOSED FEATURES -
SS SANITARY SEWER PIPE
• SANITARY SEWER CLEANOUT
A-14►1�:J_10Z101
1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS C0.1.
2. SEE CITY OF RENTON STANDARD WASTEWATER NOTES, STD. PLAN 413/C4.2
3. SEE SANITARY SEWER SERVICE PROFILE ON SHEET C4.2
4. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION.
5. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION.
6. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION
FROM MAIN LINE TO PROPERTY LINE.
7. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM
PROPERTY LINE TO BUILDING CONNECTION.
KEY NOTES
1� INSTALL SIDE SEWER FROM BUILDING CONNECTION TO PROPERTY LINE
PER STD PLAN 406.2/C4.2
D C. Qy
4 sitts&hill
I
CIVIL I STRUCTURAL I SURVEY
A 46449 ,<<j 4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
`O. http://www.sittshill.com/
REISSUED FOR PERMIT Project No.: 19682 Project Mgr.:
Proj. Engineer: DCD Proj. Drafter:
OCTOBER 30, 2023 W-425401 S-425401
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING °
SAMorman 12/05/2023
DCD
KLK
rmr
WASTEWATER UTILITY
jstowell 12/11 /2023
DATE:
• WASHINGTON STATE AUTO 2022.11.30
CITY OF DEALERS ASSOCIATION (WSADA)
FIELDBOOK:
RENT 0 N PAGE: ;R
1%297 621 SOUTHWEST GRADY WAY, RENTON, WA 98057 DRAWING NO:
Planning/Building/Public works Dept. WSADA BUILDING ADDITION AND IMPROVEMENTS C4.0
WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PRIVATE) SHEET: OF:
18 26
(0
0)
T
O
M
N
ME
M
H
N
a
J
A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
It
Ln
N
LLI
1—
z
LLU
75
LLI
O
r
n
2
0
z
a
z
O
0
0
a
z
0
J_
ZD
m
a
0
a
LJ
J
L,
MH2566, SSMH TYPE 1-48"
N: 174,211.49
E:1,295,561.78
RIM: 24.42
INVERTS NOT FIELD VERIFIED
116LF-12" CONIC
(MH2565 TO MH2566) /
SLOPE NOT FIELD VERFIED a
ASSUME 0.25%
POINT OF CONNECTION TO
12" CONIC SS MAIN
N:174,162.74
E:1,295,567.67
I E: f 7.55 12"
IE: 7.80 6"
9LF-6" PVC SDR35 @ ±90%
(SLOPE SHALL VARY BASED ON
EXISTING INVERT ELEVATION OF
CONCRETE PIPE AT POINT OF can
CONNECTION) o
45' VERT. BEND
N:174,163.76
E:1,295,576.14
IE:15.62 6"
48LF-6" PVC SDR35 ® 2.00%�
(SSCO-01 TO 45° VERT. BEND) o
I
MH2565, SSMH TYPE 1-48"
N:174,096.24
E:1,295,575.70
FIELD VERIFIED RIM:9.40
IE:8.07 12" E (IN)
IE:7.72 12" N (OUT)
oN
V)U)
o
o ' '
o
_
A
- _ 26 ' S— A-
I I
I I
I
I
--25-/ U7" MAPLE ' I I
" MAPLE
O 1E ° a (5 MAPLE � 34 23� i 23.7 k
D 25 3 _
°. —Opp 23.4 —24 I I
6" MA E
\CSe I I�'�1J�1 !J11'A
24_
ti4.
_
A f 3 83
5
SS
- \SS 23— 3 a I I I I I ,,J / SS
\ / SSCO-01 SS
SSA
:Q::: SS
3 1 ss ss �
III \ \` � I so ��J ' Ss i
3 I\ •�j a I., s i
Ss ss
SS I
o _ / SS
Ss
I \ / • f� -cc �� BP SS
L a I SS SD I
—f GAS G �- J � TV Ss SD SS / SD / I
i
J / �
° Q I SS / SS / so I I
SS SD
' SS � SD � S SS
SD /
�S � SsSID I I
JN� � SD I
SS VSD
SS SY
— SD SD Y 1�
21.o7 I I
/X2D ,_ I
TN TO I I
� 5 „
I I I
SD —�— S I
I
GRADING AND STORM DRAINAGE PLAN (PUBLIC)
SCALE:1 "=20'
10
HORIZONTAL SCALE: 1"=20' Call 811
20 0 20 40 • ® two business days
NORTH before you dig FNO.
REVISION
SURVEYED:
DESIGNED:
DKM
DRAWN:
KLK
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
I
I
I
I I
I
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
R
1W211V
RENTON
Planning/Building/Public Works Dept
LEGEND
PROPOSED FEATURES -
SS SANITARY SEWER PIPE
• SANITARY SEWER CLEANOUT
A-14►IV.110Z101 in
1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS COA.
2. SEE CITY OF RENTON STANDARD WASTEWATER NOTES, STD. PLAN 413/C4.2
3. SEE SANITARY SEWER SERVICE PROFILE ON SHEET C4.2
4. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION.
5. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION.
6. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION
FROM MAIN LINE TO PROPERTY LINE.
7. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM
PROPERTY LINE TO BUILDING CONNECTION.
KEY NOTES
INSTALL SIDE SEWER STUB, FROM PROPERTY LINE TO SEWER MAIN, PER
STD PLAN 406.1 /C4.2
D C.
�
4 sitts&hill
I
CIVIL I STRUCTURAL I SURVEY
A 46449 ,<<j 4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
`O. http://www.sittshill.com/
REISSUED FOR PERMIT Project No.: 19682 Project Mgr.:
Proj. Engineer: DCD Proj. Drafter:
OCTOBER 30, 2023 W-425402 S-425402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 12/05/2023
DCD
KLK
WASTEWATER UTILITY
jstowell 12/11 /2023
DATE:
WASHINGTON STATE AUTO 2022.11.30
DEALERS ASSOCIATION (WSADA) FIELDBOOK:
PAGE:
621 SOUTHWEST GRADY WAY, RENTON, WA 98057 DRAWING NO:
WSADA BUILDING ADDITION AND IMPROVEMENTS C4.1
WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PUBLIC) SHEET: OF:
19 26
(0
0)
T
O
M
N
ME
H
H
N
a
J
A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
N
I
O
W
I—
z
J
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
WASTEWATER UTILITY STANDARD NOTES
1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS 8 SPECIFICATIONS
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS
3 A PRE CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS,
INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION
4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE
OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR
SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES
7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE
EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19).
8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35,
C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC)
UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE
OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412
10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE
BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS 8
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR
♦ PUBLIC WORKS WASTEWATER UTILITY STY PLAN-413
Avv Ro
I� DEPARTMENT Martin Pastuchal.0/26/2
STANDARD NOTES
DATE
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
ALL 90 TURNS SHALL BE ACCOMPLISHED
BY MEANS OF A WYE WITH CLEANOUT AND
<" BEND AS REWIRED (NO GREATER
45 BEND TWO 45' BENDS SHALL NOT BE
THAN 45- BEND) EVERY 2ND CHANGE 4" CLEANOUT WYE WITH
ACCEPTABLE (SEE NOTE 11)
IN DIRECTION OR GRADE WILL REQUIRE 45 BEND AND PLUG
A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11)
z
z
z
7
HOUSE
$I
a
HOUSE
�I
a
HOUSE
gI
a
HOUSE
3-0"
MIN
I•
4" SEWER PIPE
SURFACE CLEANOUT
4" SURFACE
(TYPICAL)
6"x 6"x6" WYE
(SEE STD PLAN - 407)
Y CLEANOUT
WYE
14„
4" TEST TEE WITH
4" SEWER PIPE. SEE NOTES 2
AND 3 MINIMUM LINE SIZE FOR
WYE YAlli
PLUG FACE UP
OTHER THAN SINGLE FAMILY IS 6"
R O W LINE �•
CLEANOUT
(TYPICAL) (
R 0 W LINE
-
`O
3' MIN iO
iO
'O
6"x 4" REDUCER °
N
N
(TYPICAL) N
MAIN SEWER LINE
-
NOTES
z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION. A
z
o OF THE NEXT UPSTREAM MANHOLE COVER OF THE
SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
° PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
RENTON PUBUC WORKS DEPARTMENT.
b
o DEVICE SUCH AS CLEAN CHECK EXTENDABLE
'^
VALVE OR APPROVED EWAL SHALL BE
2 FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE
NSTAWLEOR
m
THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT
4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE
m
ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT
5
!'
BACKFILL THE DITCH UNTIL APPROVAL IS OVEN BY THE INSPECTOR
5
in SURFACE CLEANOUT
m
4"x 4"x4" WYE
3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER
4" PIPING
GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC
PLAN
WORKS DEPARTMENT
BUILDING DRAIN FOR
4 A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED
LOW ELEVATION HOUSE
WITH A 4" PIPE IN THE EVENT A 2R GRADE CANNOT BE MAINTAINED
WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE
MAIN TO
CONTRACTOR MAY INSTALL A 6" DIAMETER SIDE SEWER AT NO LESS
5 FEET
R 0 W LINE R 0 W. LINE TO CLEANOUT MAX
THAN IX
SIDE SEWER
STUB
BUILDING SEWER
BUILDING
DRAIN
5 INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWS_
3 FEET MIN I--
AT THE HOUSE IF OUTLET IS SHALLOW
6 ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN
ACCORDANCE WITH STANDARD PLAN 405
' rKml K c ' x - > : - x y m a =
7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT
z o m g +Ai n P i p v f x y z m 4
HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND AI
° m ° z m m g: m c x 10+ m o L,
�y°
OTHER UTILITIES
"�Ip M Cmm �♦ z 2 m �
w, c z o,, m m
cm >
8 SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE
v
8
z ° gg
TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOU-
ti
m I to v g
AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH
i °� ,-,2
WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL
i m I w mm a
OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE
... • z °
CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL
a m
COMPLETION OF THE LEAK TEST
9 THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER
PLAN
STANDARD PLAN 4061 THE CLEANOUT AT THE BUILDING SHALL BE
BUILDING SEWER
INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE
INSTALLATION
INSTALLED TO WITHIN 12" OF THE SURFACE
10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE
RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4061
ALL WORK 'WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A
LICENSED AND BONDED CONTRACTOR
CALL 811 BEFORE YOU DIG
11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
Or g0 t0
RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
WWW Collbeloreyoudlg org
12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA)
TYPICAL BUILDING SEWER
STD. PLAN -406.2
♦ PUBLIC WORKS
APP
DEPARTMENT
FROM PROPERTY
LINE TO
Martin PastUCtIW26/202
BUILDING CONNECTION
1 F+O�se4a90 DATE
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
RECESSED
LIFT POCKET
o 3/4" LETTERING "SEWER"
e SEWER a (2) BOLT SOC. (ALLEN HEAD)
5/8" — 11 X 1 5 STAINLESS
o o o STEEL
REF PART #00981177
-
1- 3/ 16"
SEE
10-1/2"
5/1
12-1/2"�
2-1/4"
�- 14"
CAST IRON RING AND COVER
Not to Scale
FRAME
1'_n" ni I'llrn 1'_n"
45- (1/8) BEND
DR
DABLE
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES,
1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC
No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY
2 IN UNIMPROVED AREAS, POUR A 8" THICK, S-O" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106
STD. PLAN - 403.1
•n PUBLIC WORKS 8" OR 6" CLEANOUT
DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCIJA/26/2020
BD DATE
VARIES 1' i•
I MIN I MIN MIN � MIN
IN THE EVENT TRANSVERSE PATCHES EXIST j
WITHIN THE AFFECTED STREET, THE LENCTH }II
OF THE PATCH SHALL BE EXTENDED TO I }
INCLUDE ANY EXISTING PATCH WITHIN 10 + I
FEET OF THE EDGE OF THE PATCH REQUIRED .I
FOR THE NEW CROSSING AND ANY I
SU65EQUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND .I
50 ON LIP TO A TOTAL OF 300 FEET. -
FACE OF GUTTER OR
EDGE OF PAVEMENT
TRAFFIC FLOW i I
2' HMA I 1 CENTER LINE OR
`I LANE LINE
2- TO B" HMA { }
� I I
6.5' MIN.
2' DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES 6.5' MIN.
PJ;IES
1' T 1' 1' DEPTH OF EX}STING PAVEMENT
V SMIN MIN r MIN MIN
2" SAWLUT AND REMOVE
aR PLANE. SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2)
AR-4DO0W
[EACH SIDE)
5" CRUSHED SURFACING TOP COURSE (CSTC)
2" HMA PER WSIDOT RD
SPECIFICATIONS, COMPACTED TOA955X MODIFIED
PROCTOR,
SAWCUT AFTER 6ACKFILL
(EACH SIDE)
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
WSDOT1ST GRAVEL BORROW (9-03-1 NA PER
WSDOT STANDARD SPEQFICATIOh1S OR NATIVE
MATERIAL IF APPROVED IN WRITINO BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 959
(tl MODIFIED PROCTOR.
WIDTH OF TRENCH AS REQUIRED BYSIZE
OF PROPOSE
PLUSIMPRN ENTALL (SEE E O R STANDARD SPED SHORING,
2-094)
PLUS AN ALLOWANCE FOR IE SHARING. SHORING, IF PIPE TONE BEDDING- MATERIAL- SEE STANDARD
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 1101
STANDARD SPECIFICATION 7-08.3(1)8
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN IMA
TYPICAL TRANSVERSE PATCH FOR PLAN - 110
• PUBLIC WORKS
FLEXIBLE DEPARTMENT? PAVEME T WIITH OVERLAY
AENT OR IO f�
1 12:
• Call 811
• ° two business days
before you dig Ivo.
II:�av/[.`lIMI
I 12:
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
30
25
20
15
m
5 —0+20 0+00 0+20
SANITARY SEWER SERVICE
SCALE: H: 1 "=20' ; V: 1 "=5'
SURVEYED:
DESIGNED:
DRAWN: DKM
KLK
CHECKED:
DCD
BY DATE APPR APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) - \
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
0. D.
of
PIPE
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 - 40S
R..PUBLIC WORKS PIPE BEDDING A°P
DEPARTMENT FOR SANITARY SEWERS Martin Pastucha/26/202
b Fuseaaa�u DATE
12
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
r<� r-i-r----------I
EX. SEWER MAIN
I I I 1
l PROPERTY LINE
F�SEWER
I I
1 1S NEEDED) iiiIS—O" MINER STUBI II •FUTURE 4" SIDE SEWER
2"x 4" STUD MARKING POST PAINTED
6"CAPVMITE WITH THE WORD "SEWER" STENCILED
EE X 6" TEEi i i i I IN 3" HIGH BLACK LETTERS AND #6 WIRE
SIDEWALK i z WRAPPED AROUND THE STUD AND
1 1 I I COUPLING EXTENDED TO THE TOP OF THE STUD
I I I I
(TYP ) L_J_L_________J
I1
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
14 APPROVED EQUAL, SPECIFY "SEWER" ON LID),
0 CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8"IN DEPTH
-------- I 1
BEND AS —_ g"
REQUIRED
EXISTING SANITARY
SEWER MAIN —2 0% MIN SLOPE \
\\ !\\ `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 k C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED NTH 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 HOPE - 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 R 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 RICHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2
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 STD. PLAN -406.1
UR•�}� PUBLIC WORKS AP°
"'IC DEPARTMENT INSTALLATION Martin PastuCftW26/202
(SEWER MAIN TO PROPERTY LINE) 18,FOB80„yu
DATE
■■■■■�����■■■■�■■■\WIN
7■■IIq■■i2mE■�■
■■■■■■�Ii11111YW1■ir■■■■�■__������
ar,■7i'i'ir1Y�lYiY■�ii■■
■■■■■■■
I
■F�\■/I■■!�:IIR�.'"T:
6001"1
J■■■■I..,�il'
■■■■
■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■
■■■■
■■
■■■■■■■■■■■■■■■■■■■�
111%, � si��i1 lK
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
30
25
20
7.13
15
10
C TY OF
RENTON
Planning/Building/Public Works Dept
1 12:
LD C. O
W1S�.. 41-
sitts&hill
CIVIL I STRUCTURAL I SURVEY
46449 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-0153
() http://www.sittshill.com/
Project No.: 19682 Project Mgr.: DCD
REISSUED F 0 R PERMIT
Proj. Engineer: DCD Proj. Drafter: KLK
OCTOBER 30, 2023 W-425403 S-425403
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
)
SAMorman 12/05/2023
WASTEWATER UTILITY
jstowell 12/11 /2023
DATE:
WASHINGTON STATE AUTO 2022.11.30
DEALERS ASSOCIATION (WSADA) PAGE:OOK:
PAGE:
621 SOUTHWEST GRADY WAY, RENTON, WA 98057 DRAWING NO:
WSADA BUILDING ADDITION AND IMPROVEMENTS C4.2
UTILITY NOTES AND DETAILS SHEET. OF:
20 26
T
O
N
1
LJ