HomeMy WebLinkAboutzS-2168SetPORTION OF THE NE 114 OF SECTION 5, TOWNSHIP 23 N., RANGE 5 E., W.M.
SANITARY SEWER NOTES & SPECIFICATIONS
I PROPERTY LINE
WER MAIN T O
BUILDING SEWER
1.
ALL WORK MATERIALS SHALL BE 1N CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
LSIDE
FUTURE
EDITION OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS
SEWER PIPE
6.0'
� BLDG SEWER
2.
THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8: 30
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED 1N WRITING BY
OUTLET TEE
z•
2 "X4' STUD SERVICE ARKER
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2520. ALL STREET CLOSURES,
L PAINT UPPER POR77ON WHITE
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24
z
AND STENCIL ON SIDE WORD
HOURS IN ADVANCE. THE POLICE DEPARTMENT. AND 911 SHALL BE NOTIFIED 24
$ SEWER" WITH 3" HIGH
HOURS IN ADVANCE.
i BLACK LETTERS.
J.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
6" SIDE SEWER & BUILDING SEWER
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
PLAN
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND
CITY OF RENTON STANDARD SPECIFICATIONS.
6" SIDE SEWER
4.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
1:3.•5 MIX NOTE.,
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
CONC;40 E ALLOWABLE MAX SIDE SEWER SHALL HAVE A
LOCATION SD AS TO AVOID DAMAGE OR DISTURBANCE.
BLOCOR. CAST OR MINIMUM 5' COVER AT PROPERTY
UC77LE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
5.
A PRE— CONS TRUC 77ON CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED
6 MIN
LOWEST HOUSE ELEVA770N,. WHICH-
PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
EVER IS LOWER:
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
6 °M /N
CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
T7EE
THE CITY OF RENTON). IT SHALE BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY. THE U77LITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL
ESIG SEWER MAIN
conlsrnucnoN.
CONG BLOCKING ANGLE SIDE SEWER
�6"
OF TEE AT MAIN OVER 25'
6.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
ELEVA LION TTE E
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
BE INSTALLED
CONSTRUCTION SIT&
: �S AT CONNEC77ON
O,\A O
NOTE,
7.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
0�(
G�O MAKE TAP THROUGH CAST IRON
AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ',
P<J .� SADDLE SECURED TO SEWER MAIN
E WITH STAINLESS STEEL BANDS
CITY
�
c) pP� CONNECTING NEW SIDE
8.
PLANS APPROVED BY THE OF RENTON, PUBLIC WORKS. DEPARTMENT SHALL TAKE
WHEN
PRECEDENCE OVER ALL OTHER PLANS
25'G SEWERS TO EXIS77NG MAIN.
9.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER.
2N MIN SLOPE
HORIZONTAL NTR /F7ED CLAY, PLAIN &
CONSTRUCTION IS IN PROGRESS..
REINFORCED CONCRETE, D7 &
TYPICAL SIDE SEWER
10.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT
Cl PIPE SEWER MAINS ARE TO
- ELEVA.77ON BE CORE DRILLED.
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND '
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED
SIDE SEWER SERVICE DETAIL '
PROFESSIONAL SURVEYOR.
11.
BACKFTLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
3/4" SQUARES SPACED — 3/4"
WITH A LOOSE. AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 18 .INCHES,
— 1 8 "
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
AS INDICATED HT. 2' -0"
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
�
PIPE OR TO THE SIDE OF THE TRENCH MATERIALS. HOT MIX PATCH SHALL BE
O
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
cl
❑ ` 112
STANDARDS.
13.
DATUM: SHALL BE CITY OF RENTON, U.S.C. AND G.S.;
❑ 1
)•: ;1j
'.❑
`,.
14.
ALL DISTURBED AREAS SHALL BE SEEDED MULCHED. OR 07HERMSE STABILIZED TO
THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENT70N OF ON —SITE EROSION
4"
AFTER THE COMPLETION OF CONSTRUCTION.
RAISE -1/2"
1
"4
WIDE BORDER
12 CL52 DIP
15.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FIBER JOINT
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
PACKING
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
9.
THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF
THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACT70N OF REQUIRED
8 -3/4"
5/8 ".
BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF THE PIPE
1 -.7�4"
1/2" ' T�
WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. P /PE BEDDING
45'(1/8) BEND
SHALL BE PEA GRAVEL 6' ABOVE AND BELOW THE'. PIPE.
2 718^ 4^
16.
SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
7•
ASTM D' 3034, SDR 35,' OR DUCTILE IRON CLASS 50
7 -3/4'
17.
IN UN— IMPROVED AREAS, MANHOLE TO EXTEND MIN /MUM 6 INCH AND MAXIMUM 18
8"
d
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
15"
DIRECT70NS TO MATCH PAVING.
CAST [RON RING AND COVER
e
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
WWP -12 -216,6
f Y ( 1 1 f f 1 1 I 1 1 T 1 1 1 T I 1
!^ II 1 PLUG TO BE SEALED
-�� IN SAME MANNER AS
-- - - - - -� MAIN SEWER JOINTS.
6 "o OR 8 "o
CLEAN —OUT N.T.S.
i —
ff I " =200'
Ll
E�L
NE. 20TH STREET
Z
2 j
W
¢ z
lZll J
W m
m
VICINITY MAP
0 BENCHMARK
CITY OF RENTON NO. 1088
RAILROAD SPIKE 1' UP NORTH FACE POWER
POLE S.W. COR. INT N.E. 20th & BLAINE
AVE N. E. ELEVAT70N = 307 93
CONCRETE
CLASS 3000
ASPHALT CONCRETE (3" MIN)
REPLACEMENT PATCH TO BE
1" THICKER THAN PREVIOUSLY
EXISTED.
/4" FINAL JOINT MUST
EXISTING ASPHALT 6" BE SAW —CUT
CONCRETE --- - --
6' MIN CRUSHED
SURFACING TOP COURSE
lI III S COMPACTED CLASS '•B"
?IU— I! �� I \ APPROVEDREQUAL.
EXISTING ASPHALT CONCRETE
OVER PREPARED GRADE
TYPICAL STREET PATCHING goo;; ro
DETAIL r
N. T. S. 11
Consf�:uctecY, No 4y-1301 4va:/a/� h
i`an®
15 s2168®
TOUMA ENGINEERS
15M w-t vewIiry -am" W mm (t W) 2WI00
N0. f SIGN 9t APPR. OATI
I Z I I I E
CfTY OF RENTON
DEPARTMENT OF PUBLC WORKS
SANITARY SEWER EXTENSION
2005 ABERDEEN AW.. NE.
SICNm: OJS DAM SEPT. 1"4 JOB NO.
525 - 124 -941
S .I OF:2
PORTION OF NE 114 OF SECTION 5, TWN 23 N., RNG. 5 E., W. M.
BENCHMARK
CITY OF RENTON NO. 1088
I , RAILROAD SPIKE 1' UP NORTH FACE POWER 26Z
W POLE S.W. COR. INT. N.E. 20th & BLAINE I -F-+
A VE. N.E. ELEVATION = 307 93
C) I EX SSMH
GRAPHIC SCALE °� _ _ RIM =290.05
I /Be ` V /E =280.05
TA 11 «52 - 9.06 RT 1 I 1 1 /
NEW SS CLEAN -OUT 6"
1 /� 1E =28/1.67 .67 EX CB . N N /X CBI I I
N.E. 2011 STREET & 4
STA 0 +00
ABERDEEN A VE NE
N I N.E 24th STREET & _ _ o —D —– 1 v: ABERDEEN AVE. N.E.
ABERDEEN AVE N.E.
284 - --
❑
F Q,
Ep
Sl
- —I- - -- S 0030'25" W -11+00 12¢00 \ 13 +0
W 28 95LF 6'8 PVC S= /.Ox T
! EP �___�_________T ___EP_
I
_ ------ _ ___ I \ \\ I i . EP
___ _
—_ '6-- -9 -5-- 70
N C
6"
DAL G ONLi ._ C U_O/ W
1SE T=A '- 2 8102+6
2 4
4.W
8
1 -9.06' RT 70
4' FENCE EX. SSMH
10, RIM RIM =288.43
CURB I v 3
12" TREE STA 11.55 1E= 280.72
NEW N
2009 1 I SERVICE TEE I W
I I O PATCH EXISTING STREET ALONG
1 1. 35LF 6,10 N I I + I TRENCH PER DETAIL
2005
I PVC 5 =2.OX I ON SHEET l OF 2.
KEEP 3' CLEARANCE FROM BUILDING - k-.,'
I
300 :............................................_....,.
..:..:..:.:...:...;.........,.
�-o
MAINTA/N,A MINIMUM OF 48" COVER FOR
PVC PIPE. DUCTILE IRON PIPE CL. 50 :
........ .......... .........
.......... . .......... ........... ..... PIPE 'IS' REQUIRED -IF- COVER' 'IS 'LESS................. .
14
1470
THAN: 48-.
EX. GROUND AT SEWER
:.
290: .......:......... ......
.. ... .... .. . ... CENTER LIN ......
........... .. ....:...:..._......:..:.:_._._.
- — —
r. r .:-:
..............................
95LF 6 "H PVC 5 =1.0%:
280 ... ...... ..:.......:.....
..... :..:.:.....:....... .. .: ......... .:.......... :......
. ......
11.52 9.06VT
:
:.........:........ ... ...................:
-. ...... ...... ...... ...... ......STA
NEW., S$. 4FAN.QVT 9"
.
�R1M =285.65
DATUM ELEV
270 10 +00 11+00 12 +00
ABERDEEN A VE NE
WWO -/2 -2168
... ...........................:300
..... .... ... --290
................................ : 280
STA 12 +:44.81 -9.06' RT
EX. SSMH
RIM =28&1.43 .......:.......
/E =280.62 W
1E =280.72 NEW N
13+00
Consfruefea�', N= /�s -Qu:� /.,tvo.yob /P
.5-21648
Ck OR COMPLIANT
T� IiYS(ANDARDS" %NHP
Date
Date
Date � -tYxg_Y
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER EXTENSION
2005 ABERDEEN AVE NE
DESIGNED: C✓S DAIE: SEPT. I994 JOB N52O.
4 - 124 -841
DMWN: GJS seAtE oNFNo
CHEC ; 1 - =20'H 52572ASS.OWC
APPROVED: SHEET: 2 OF: 2
'Z TOUMA ENGINEERS
�-o
1
15668 Nest Vd/sy Hwy • 5,,W% WA 96188 (206) 255 -4100
14
1470
I
REV PER CITY REMARKS
972
OttA1
0
N0.
REVISION
HY
APPR.
Ml
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER EXTENSION
2005 ABERDEEN AVE NE
DESIGNED: C✓S DAIE: SEPT. I994 JOB N52O.
4 - 124 -841
DMWN: GJS seAtE oNFNo
CHEC ; 1 - =20'H 52572ASS.OWC
APPROVED: SHEET: 2 OF: 2