HomeMy WebLinkAboutzS-4227setNE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
O
i
6
w
rr
w
n
O
rr
n
rr
w
0
�Z
vJ
9.5"
C)VC SSS
lE @ MAIN 506.30
END IE ✓69.66
lE 0 MAIN 505.71
END IE 6e&. G;z
506.15
SEWE
OUTLET ROCK LINING 7'WX8'LXl'T STUBARY CLEANOUT
MAX. EXTENT FEASIBLE WITHOUT (TYR), PER COR
IMPACTNG EX. CULVERT STD PLAN 406.1
SEE DETAIL, THIS SHEET
STA. 10+93 81, 20.94' L
12" IE 6f 1.69
----- . - - - - - - - ------ ------ - - - - --511.42
525
520
515
510
505
f0+00
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
f0+40
SNYDER PROPERTY
CONNECT 6" PVC DRAIN TO CB 2
CB 1, TYPE 1 \
SOLID LOCKING LID
STA. 12+2Z62, 19.08' L
RIM 5A $8.516.�6
EX. 12" IE /N 5t5�5 (N) 51306
12" IE OUT 5t5�1 (S) 514.69
CB 2, TYPE 1
VANED GRATE
STA. 12+ 14.95, 15.17' L
RIM &&83516.
12" IE /N �5f*-P5 (N) 512.3
12" IE OUT 314.5 (S) 512.11
6" IE /N 515 (W)512.39
A'ING COUNTY
-�
'EGRADE EXISTING
■ 7 ;DITCH -H$L 12" DI ® :Pzfi � a56 12 19.17X
(SEE DETAIL, i -- ---- -- --- i -r-i i--- i i111----------------- f------------------------ i i3 LF 12" D/ 0$�i5y ,
SHEET C5) i h� i I i i I I �� I h
1 +0� 0`+a9 I I � 1 / 12+00 I 2+69.89
- 11 _---- -r------------L 1---------------------------------r- _-----------�
i t LF 12" D/ T-
0 64x U, 158THA VE SE i
CB 3, TYPE 1 Q cn o d0
VANED GRA7F iVV
STA. 11+04.69, 15.17' L W ; ; W W
RIM 5f3:091 51.168
12"IE/N5ff.6jx(N)511.4,9 _�___ __❑___=
12" /E OUT 3;3-6•� (SW) 511.49 � P - O P OP O P - � P
can \\ � \
D WEGLIN'S FIRST ADDITION
FTI U) VOL. 68, PG. 6
TI
O
z �
z^ I
EX. CULVERT
---------- -
------------------
----- ----- -f& LF 12" DI
- 111 0.561K
CB 3, TYPE 1
VANED GRATE
STA. 11+04.69, 15.17' L
RIM 6fdi6 513.68
12"IE/N6f0.6;z(N)511.49
ll 12" IE OUT 5ii:fr39 (SW) 511.49
fR- LF 12" DI ® 476W 0 64X
OUTLET, ROCK LINING (7'WX8'LX1'TZ
MAX. EXTENT FEASIBLE WITHOUT
IMPACTING EX. CULVERT
SEE DETAIL, THIS SHEET
STA. 10+93.81, 20.94' L
12" IE 6f-039 511.42 158 TH AVE SE
CS Z TYPE 1 I
VANED GRATE
STA. 12+14.95, 15.17' L
RIM &W 83516.85
12" IE /N 5i#i5 (N)512.39
12" /E OUT 5f#.25 (S) 512.11
6" /E /N 5f#. 75-5 (W)51 .
1213 LF 12" DI
CB 1, TYPE 1
SOLID LOCKING LID
STA. 12+2Z 62, 19.08' L
RIM 5i Af8516.86
EX. 12" IE /N §f{:(N)51a06
12" /E OUT 6$&.J7 (S)514.69
OBI
N �"� �"� d- ^ cp Cd Cd
N "i Mi a ui (d �o ati adIj
3
10+80
11+20
11 +60
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
12+00 12+40 12+80
525
520
515
510
m
I
NO TES:
1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON RIGHT OF WAY SHALL BE
PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY
DETAIL.
CA TCH BASIN NO TE:
IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF
THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE
REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND
ADEQUATE KNOCKOUT.
PUBLICLY MAINTAINED STORM ELEMENTS:
1
CITY COMMENTS
YLP
09.07.22
YLP
SURVEYED:
Dec
2
ONSITE INTERCEPTOR TRENCH
YLP
02.13.23
YLP
DESIGNED:
YLP
3
AS-BUILTS
YLP
10.4.23
YLP
DRAWN:
YLP
CHECKED:
YLP
N0.
REVISION
BY
DATE
APPR
APPROVE
ALL CATCH BASINS AND PIPES WITHIN EXISTING RIGHT-OF-WAY TO BE
PUBLICLY MAINTAINED.
SIDE SEWER NOTES:
1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT.
2. MINIMUM SIDE SEWER SLOPE IS 2.009
J. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR.
4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND
CLEANOUT RING AND COVER
TABLE 4.2.2.A ROCK PROTECTION AT OUTFALLS
Discharge Velocity
at Design Flow (fps)
REQUIRED PROTECTION
Minimum Dimensions{'}
Greater
Less than
TVDG
Thickness
Width
Len th
Hei ht
than
ore ual to
5
Rock
1 foot
diameter
8 feet
Crown
liningi2
+ 6 feet
or
+ 1 foot
E
4 x diameter,
whichever is
5
10
Riprap(3)
2 feet
Diameter
12 feet
Crown
+ 6 feet
or
+ 1 Foot
or
4 x diameter,
3 x diameter,
whichever is
whichever is
greater
neater
10
20
Gabion
As required
As required
As required
Crown
autfall
} 1 foot
20
NIA
Engineered
energy
dissipater
re uired
{�) These sizes assume that erosion is dominated by outfall energy. In many cases sizing will be governed
by conditions in
the receivira waters.
{2) Rock lining shall be quarry spalls with gradation as follows:
Passing 8-inch square sieve: 100%
Passing 3-inch square sieve: 40 to BO°I° maximum
Passing 3/4-inch square sieve: 0 to 10% maximum
prap s all a reasonably wellgrade with gradation as allows:
Maximum stone size: 24 inches (nominal diameter)
Median stone size: 16 inches
Minimum stone size: 4 inches
(Vote. Riprap sizing governed by side slopes on outlet channel is assumed to be approximately 3: 1.
FIC:I RE 4.2.2.A SCHEMATIC REPRESENTATION OF YIYElC:I: LVERI DISC}IARGE PROTE(: T'IO.
YOHANNEL
.,B.
(4' MIN.)
�i
ILL
G4
2'
MIIN_
z �
LL
rL w
PLAN
NTS
PLACE ROCK V ABOVE CROWN
BOTH SIDES OF CHANNEL FOR -A" -c 8'
ONE SIDE OF CHANNEL FOR "A" } 8'
�1' MIN.
I DISCHARGE PIPE
1 �
FILTER FABRIC
LINER UNDER V OR 2'
ROCK ROCK THICKNESS
SEE TABLE 4.4.1.A
SECTION A -A
NTS
OU TFALL PROTECTION NOTES:
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
0 10 20 40
1 INCH S-BUILT
HORIZONTAL
0 2.5 5 10
EEEMi
"l CER77FY THA T THE INFORMA 77ON SHOWN HEREON WHICH WAS
1 INCH = 5 FT. AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
VERTICAL ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 912912023."
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991 o O T Y OF
'RJ RENTON
ONE INCH DATUM
AT FULL SCALE •v Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
REQUIRED DIMENSIONS
S' FOR ROCK fJNING
"A*+B" 12' FOR RIP RAP
SEE TABLE 4.2.2.A.
30,
MIN_
0)
1.0
00
M
O
O
N
N
W,
u
R-0422706 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS �
LU
n
O
Ir
13-
I'r
DATE: W
07.08.22 0
FIELDBOOK:
PAGE: Z
DRAWING NO:
13229 & 13233 158TH AVE SE C 6
RENTON, WASHINGTON 98059 SHEET: OF:
9
DRS PROJECT NO. 21155
SNYDER PROPERTY
COMPOSITE UTILITY PLAN
N
Nt
0
w
rr
W
n
O
n
W
�z
Cl)
"H U -N
SEWER
000 �
10-1/2"
1/4„12-1/2„
I 1 •,
2-1/4"
14"
12-3/4"
If
i
tom- 1 1 • - -
2 1-1/4'�
CAST IRON RING AND
RECESSED
LIFT POCKET
Not to Scale
FRAME
1'-n" nIALICTED 1'-n"
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-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106
OR
DABLE
STD. PLAN - 403.1
URIPUBLIC WORKS 8" OR 6" CLEANOUT xroysmomned by
DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCtia/26/2020
[h-AU=WM49D DATE
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
Q.
Q
NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
SNYDER PROPERTY
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) ---\
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
a
O.D.
of
PIPE
0
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 (APPP67fl�--.11
VR DEPARTMENT FOR SANITARY SEWERS Martin Pastuch&/26/202
I FU4ftti449D DATE
1 12:
----------
ifs EX. SEWER MAIN
I I I i t
I I 1 I
I I 1
SPOOL I I I Z i
(LENGTH AS NEEDED) -
I I I 0 I
6" SEWER STUB ! ! !+
I I I
I I I
I I I I
I I I I
SEWER MAIN TEE X 6" TEE
SIDEWALK i l i
COUPLING L-J
TYP I I I
( ) -L---------J Q
0
0
I'
x
I�
-------------------_--r'J r---------
L --- j
BEND AS -`
REQUIRED
EXISTING SANITARY
SEWER MAIN ., „v ulnl SLOPE 1
`6" SEWER STUB
SEWER MAIN SIZE X 6" TEE
PROPERTY LINE
—3'-0" MIN
FUTURE 4" SIDE SEWER
J2"x 4" STUD MARKING POST PAINTED
6" CAP J WHITE WITH THE WORD "SEWER" STENCILED
\ IN 3" HIGH BLACK LETTERS AND #6 WARE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(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
1
T
8"
FUTURE 4" SIDE SEWER
6"X6"X6" WYE `FUTURE 6"x 4" REDUCER
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 h 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 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 SIOE SEWERS IN THE PUBLIC RIGHT-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
,-,
• PUBLIC WORKS INSTALLATION APP •,
DEPARTMENT Martin PastuClt@✓26/202
VASOF (SEWER MAIN TO PROPERTY LINE)(m-Afi8&UFD988"9D
1-1 ww.,w l.— DATE
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F425.827.2423
1
CITY COMMENTS
YLP
109.07.22
YLP
SURVEYED:
DJC
2
ONSITE INTERCEPTOR TRENCH
YLP
02.13.23
YLP
DESIGNED:
3
AS—BUILTS
YLP
10.4.23
YLP
DRAWN:
YLP
CHECKED:
YLP
NO.
REVISION
BY
DATE
APPR
APPROVE
112:
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 & 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 &
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 STR. PLAN - 413
APPROVED'"
DEPARTMENT STANDARD NOTES Martin PastuchaLO/26/2
roeu. woes.nmia.,n,a DATE
0
R-0422709
S-0422701
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AS -BUILT
NO AS —BUILT INFORMATION ON THIS SHEET.
"I CER71FY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEP7HS, PIPE SIZES, AND AS —BUILT COMMENTS,
ACCURATELY REFLECTS EXIS71NG FIELD COND17IONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 91291202J
SCALE: DATE:
VERTICAL: NAVD 1988 3/1 • SNYDER PROPERTY 07.08.22
AS NOTED HORIZONTAL: NAD 198/1991 o O T Y O E
,R SANITARY SEWER DETAILS FIELDBOOK:
RENTON PAGE:
ONE INCH DATUM • DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. 13229 & 13233 158TH AVE SE (gig
IF NOT ONE INCH
SCALE ACCORDINGLY RENTON, WASHINGTON 98059
SHEEP: 9 OF:
00
M
O
O
N
N
M,
u
DRS PROJECT NO. 21155