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SANITARY SEWER NOTES & SPECIFICATIONS
1 ALL WORKMATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENTAND THE LATEST EDITION
OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2 THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M.
TO 330 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
DEPARTMENT OF PUBLIC WORKS AT235 2620. ALL STREET CLOSURES, PARTIAL OR FULL,
SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN
ADVANCE.
3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION. LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
4 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.
5 A PRECONSTRUCTION CONFERENCEAND A24 -HOUR NOTICE SHALL BE REQUIRED PRIOR
TO STARTING NEW CONSTRUCTION. CONTRACTOR SHALL SECUREALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BYA
REPRESENTATIVE OF THE CITY OF RENTON, CONTRACTOR SHALL NOTIFY THE UTILITY
OEPARTMENT24 HOURS INADVANCE OF BACKFILLING ALL CONSTRUCTION.
6 CONTRACTOR IS SOLELYRESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
7 CONTRACTOR SHALL OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO
ANY CONSTRUCTION.
8 PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVERALL OTHER PLANS.
9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
10 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITHANAS BUILT DRAWING
OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BYA
LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11 BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH
LOOSE AVERAGE DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, THOROUGHLY
TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM 'DENSITY. THESECOMPACTED
LAYERS MUST EMEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE
SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
SAMEAS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BESACKFILLED WITH CRUSHED ROCKAND MECHANICALLY COMPACTED, CUTS
INTO THE EXISTING ASPHALTSHALL BE NEATLINE CUT WITH SAW INA CONTINUOUS LINE.
A TEMPORARYMIX PATCH MUST BE PLACED IMMEDIATELYAFTER SACKFILL AND
COMPACTION. A PERMANENT HOT MIX PATCH MALL BE PLACED WITHIN TEN DAYS AND
SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13 DATUM SHALL BE CITY OF RENTON, U.S.G. S.
14 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT OF PUBLIC WORKS FOR THE PREVENTION OF
ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS
SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OR REQUIRED
BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL
BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRAVEL FABOVE AND BELOW THE PIPE.
16 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC), RUBBER - GASKETED ASTM
D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17 IN UNIMPROVED AREAS, MANHOLE SHALL EXTEND MINIMUM &INCH AND MAXIMUM
18 -INCH ABOVE FINISHED GRADE. IN PAVEDAREAS, COVER SHALL SLOPE IN ALL DIRECTIONS
TO MATCH PAVING.
EROSION & SEDIMENT CONTROL NOTES
1 PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING
SHALL BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN
ENGINEER.
2 ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION PRESENTED ON THE
PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION.
3 ALL REQUIRED SEDIMENTIEROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT
SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION
AND SEDIMENT FACILITIES SHALL BE MAINTAINED INA SATISFACTORY CONDITION UNTIL SUCH
TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ONSITE
EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENTAND ADDITIONS
TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE
PERMITTEE.
4 THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE
INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE
PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES
WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE.
DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY
OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THEIR
ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED TO PROTECTADJACENT PROPERTIES AND WATER
QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
5 APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT
CONSTITUTEANAPPROVAL OF STORM DRAINAGE DESIGN, SIZE OR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
6 DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED
SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THATARE TO BE LEFT UNWORKED FOR MORE
THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING.
7 ALL DISTURBED AREAS WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO
FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE MUST BE IMMEDIATELY
STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL
TREATMENTAPPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL SEACCEPTABLE
ONLYDURING THE MONTHS OFAPRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY
PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE
AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF
RENTON, OUTSIDE THE SPECIFIED TIME PERIOD.
8 FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH
EXCEEDS 61NCHES SIDE SLOPES SHALL BE NO STEEPER THAN 3:1 AND A MINIMUM OF 3 FEET
HIGH FENCE IS REQUIRED ALL AROUND.
9 ATEMPORARY GRAVEL CONSTRUCTION ENTRANCE PER STD DWG BR23 SHALL BE LOCATED
ATALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE.
SANITARY SEWER EXTENSION
FOR HARDIP GILL PROPERTY
S70, T23N, R5E
V I L.II N1 1 1 /V//-
At-SCALE- 1 " =0.5 MI
PM AFFROVAt-
DA1C
NO. REVISION
BY I APPR.I DATE
SHEET INDEX
SHT NAME
1 COVER SHEET & NOTES
2 SANITARY SEWER PLAN & PROFILE
3 STANDARD DETAILS
4 TOPOGRAPHIC SURVEY
S=352001 CALL 48 HOURS
BEFORE YOU DIG
I- 800 - 424 -5555
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GILL SANITARY SEWER EXTENSION
COVER SHEET & NOTES
DESIGNED: RHD DATE 5/4/09 FILE NAME:
DRAWN: RHD
CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE:
APPROVED: SHEET: 1 OF: 4
9164
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OWNER:
HARDIP GILL
2315 SE 3RD STREET
4921
NE 7TH PLACE
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HARD IP GILL PROPERTY
HARDIP GILL PROPERTY
5017 NE
7TH PLACE
CB PROTECTION
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RENTON, WA 98056
206- 380 -1141
PARCEL A
PARCEL B
w
5001 NE 7TH PLACE
5009 NE 7TH PLACE
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SURVEYOR:
TRI- COUNTY LAND SURVEYING COMPANY
I
REID SPEEGLE
4610 - 200TH ST. S.W. SUITE A
475.23 x 475.16
• 47 42
* 475.45
-474.53
I
LYNNWOOD WA 98038
425- 776 -2926
ENGINEER:
HAOZOUS ENGINEERING, P.S.
ROBERT DARROW, P.E.
13428 - 45TH COURT W
MUKILTEO, WA 98275
425 - 745 -5872
PM AFFROVAt-
DA1C
NO. REVISION
BY I APPR.I DATE
SHEET INDEX
SHT NAME
1 COVER SHEET & NOTES
2 SANITARY SEWER PLAN & PROFILE
3 STANDARD DETAILS
4 TOPOGRAPHIC SURVEY
S=352001 CALL 48 HOURS
BEFORE YOU DIG
I- 800 - 424 -5555
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GILL SANITARY SEWER EXTENSION
COVER SHEET & NOTES
DESIGNED: RHD DATE 5/4/09 FILE NAME:
DRAWN: RHD
CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE:
APPROVED: SHEET: 1 OF: 4
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47 IE= 469.05 59
n SEE DETAIL SHT
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(10) (0
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HARDIP GILL PROPERTY
PARCEL A
LINE m \CLEANOUT ON P PERTY LINE _�I \CLEANOUT ON PROPERTY UNE
IE= 469.0
v SEE DETAIL SHT
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HARDIP GILL PROPERTY
PARCEL B
IE= 467.5
SEE DETAIL SHT 3
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v
W
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0 20 40
SCALE: 1 "= 20'
6 +50 7 +00 5 +00 9 +00 10 +00
SCALE: 1 "= 20' HOR
1"= 5' VER
SHEET NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM WITH CITY OF
RENTON STANDARDS.
2. CORE -DRILL EXISTING MANHOLE TO PROVIDE 8" IE= 459.89.
PROVIDE PGK MANHOLE ADAPTER AROUND PIPE AND SEAL
OPENING WITH NON - SHRINK GROUNT.
3. PIPE LENGTH AND SLOPE ARE BASED ON MEASUREMENT
FROM INSIDE WALL OF SAN MH1 TO INSIDE WALL OF EXISTING
MANHOLE.
4. PROVIDE KNOCKOUT ON WEST SIDE OF MANHOLE FOR IE=
464.80.
5. SEE SHT 3 FOR DETAILS ON BEDDING, MANHOLE, CLEANOUT,
PAVEMENT PATCHING, ETC.
6. BACKGROUND TOPOGRAPHY BY TRI- COUNTY SURVEYING, INC.
SEE SHT 4. EXISTING 6" DI WAT AND 8" SAN ADDED BY
HAOZOUS ENGINEERING BASED ON KCWD NO. 90 AND CITY OF
RENTON RECORDS.
S=352002
CITY OF I
"+ DEPARTMENT OF P
33 0 GILL SANITARY SEW
I�A7 PLAN & PR
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
Q. &
& w� -
.475.64 ._ �CLEANOUT ON P
'
47 IE= 469.05 59
n SEE DETAIL SHT
.474.80
O 7 N
^WW
(10) (0
.47 .16 4
HARDIP GILL PROPERTY
PARCEL A
LINE m \CLEANOUT ON P PERTY LINE _�I \CLEANOUT ON PROPERTY UNE
IE= 469.0
v SEE DETAIL SHT
apvlo
^WW
4715 00 b .474.53
HARDIP GILL PROPERTY
PARCEL B
IE= 467.5
SEE DETAIL SHT 3
00 I CL ROW
v
W
<o
U1
0 20 40
SCALE: 1 "= 20'
6 +50 7 +00 5 +00 9 +00 10 +00
SCALE: 1 "= 20' HOR
1"= 5' VER
SHEET NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM WITH CITY OF
RENTON STANDARDS.
2. CORE -DRILL EXISTING MANHOLE TO PROVIDE 8" IE= 459.89.
PROVIDE PGK MANHOLE ADAPTER AROUND PIPE AND SEAL
OPENING WITH NON - SHRINK GROUNT.
3. PIPE LENGTH AND SLOPE ARE BASED ON MEASUREMENT
FROM INSIDE WALL OF SAN MH1 TO INSIDE WALL OF EXISTING
MANHOLE.
4. PROVIDE KNOCKOUT ON WEST SIDE OF MANHOLE FOR IE=
464.80.
5. SEE SHT 3 FOR DETAILS ON BEDDING, MANHOLE, CLEANOUT,
PAVEMENT PATCHING, ETC.
6. BACKGROUND TOPOGRAPHY BY TRI- COUNTY SURVEYING, INC.
SEE SHT 4. EXISTING 6" DI WAT AND 8" SAN ADDED BY
HAOZOUS ENGINEERING BASED ON KCWD NO. 90 AND CITY OF
RENTON RECORDS.
S=352002
CITY OF I
"+ DEPARTMENT OF P
33 0 GILL SANITARY SEW
I�A7 PLAN & PR
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
w (SEE NOTE <) LIMITS OF
PIPE ZONE
SACKFUL MATERIAL
4
01RE650K
I cuss A
(SSEE EE NOiE 5' -
y
�
A
2 FAA
6"
ME
OE CLASS C
w
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(SEE \CITE E)
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-
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60°
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MH
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(CLASS A DESIGN)
T
MIL
30'1.0.
W (SEE NOTE c)
- 'EMITS OF
PIPE ZONE
BAC<rILL MATERIAL
-f
(SEE NOT'_ >)
;I
BEDDING MATERIAL
-OR RIGA PIPE
C
(SEE. NOTE 6)
FO..NCATON ..EVE_
-
1.
(CLASS -L
B. C, D. Y_SCN)
BEDDING =0R RIGD PIPE
BEDDING
IN(SEE NOTE a)-
,IM ITS OF
PIPE ZONE
0
FEEL MATERIAL
FLY FLEXIBLE PPE
(S_E NOTE 7)
IOA
UNDAtIQV LEVEL
(C-ASS F DESIGN)
BEDDING 'OR FILXIB.E
PLC-
NFUNIS
. PROVOS UNIONS SLPIMT Ln9EZ BARREL
L FRIG TN,P ..A HAGnuas.
uF p( BESIDES Fn AII1 A 1 ssx A. DEKS. ENC PT AIDED 11
OVER ABC HIME nP 1 "Y
A 5-s "ENLr NAHCw AM -AGAI A F E. T F SANITARY
sEV£FS SECU 0 SIMERGAID SFEC Li TO GR IIII. VrI DW
0 BE L E SE BE III ANYLAY
Wf V 0 H QFT FOR IEA A RESIGN E PNOI11 ..'I,
111TH GRALL BE / '8"
IN T'1111 B I'll, SHELF LO ORO 3 NHLLNC IIII IIIIXES"
ED I s Rv 'I'D'S S o. F "' STRIKES `REDF
MEATIER $HALLL A95 BE HS SIN HE BPCXPLL NATERIAL. Of PIF[
B. 5 F '9 MCIAG ARSTAL FOR RIGD PN..' N CCBEORES I.I.
OF ME STANDARD SPECe1CAx ONS :OF 1NE NARRAL SPEOfl0ALMNS.
CIE .-.I LERB PE' ME AC 9
GRGATE
S
ON 5 NOq flJ 5 IME IGI iAL SPECF <PIGRIF
8 ARE S NAINNWIP.NODUCE, IN SBL A VAINER AS TO BROAN 0.0V1
12 A"
14"
1
2 Y."
Q_S ST 12ON RING
R- -_SSEO
'JFT POCKET
PIPE BEDDING FOR SANITARY SEWER
I
BCC NG U.N. OE261
4
01RE650K
I cuss A
2591 390 G
y
- I-
A
2 FAA
_
ME
PNAU
I
w
8
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'MY D.O.
15 <"
5 5
( 54"
R ya 0.0.
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I,
-
PIPE BEDDING FOR SANITARY SEWER
Y
ADOPTED
4
F R011W.
R. 2
2591 390 G
y
FEE DARE A,,,
NUM,
1. 6 CLEADQUES L BE EASO JORDAN PON ICING NC
A . 1698 OR C CLEAN C ECA BE ORDER HALT ASSEMB ✓.
IF IS N :MOD c' AREAS ENDS A I' -0 TENN.
2-V SQUARE
F ASPHAL CLASS REGARDS, TES Afl QUA] G D CDo
ASPHALT AS.r RO 6WAVS REANDA D B 0 CLEA our ENDS AND
CWEfl A5 BIDDERS 3Y 5 ADARD DE A CR WIC BR56,
CLASS
TIGHT
B OR 6 1YCH CLEANOUT
p
ADOPTED
AIR RPux9 N
6w
4 • D RD
y LSr DATfI W /3005
DWG. NAME: 8076 -1 SP PAGE B076,'.
LANE LINE
MARKING ___ 7' -8..
STANDARD VEHICLE WHEEL PATH
4, 5'
MJN.
1 - ACP CLASS'
MIN.
MIN.
8 CRUSHED
2" CLASS 'B SURFAC NG TOP
CURSE
2" SAWCUT AND REMOV IDGE OF AVL MINT,
OR GRIN SEAL WL -H EDGE OF CURB BE GUTTER,
AR400OW
OR CENTER OF LANE LURE
�- 2.5'
MIN.
CRLSHED ROCK, iLOWAEI FILL
C3 AS RECURRED BY ENGINEER
MINIMUM ACP C ASS OF 'B' SHALL BE
PRINCIPAL /M6\IOR /COLLECTOR ARTERIAL 5-HL-VS K INOOSTRIAL
ACCESS STREETS 6 MCA CLASS C O "
RESIDENTIAL ACCESS STREETS - 2" ACT C_ASS 'E' ar '3'.
NOT--
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN AFTERCARE) METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DLI_REENING PAVLVCNI 1HCKNSS
FOR FLEXIBLE PAVEMENT'
U•
ADOPTED FOG
SADAHO OFRED OAFF: AAl/. FIVES S
Dv7D0s Dc
D]/z0091 VOP.c,[D .Dr WV c:
DATE t 1 REVISON'�1 DRUG. rvAME: n03z sP PAGE. HO32
26L
_ NSIEE
orrrvv
39 -
,.IF,.
A COFFER s B '0' 'G .10 ST JOROA> IRON WORKS.
1 D GEN. 31 ULTOCI<O 0E SAE
2 RAVE AND ..OVER SPILL H_ A ME TORT AUD I/SLY.
1.' SE -RAVE Rm INNER FDR 5T01M DRIVEN DRAL\" Go COVER),
SAN TM AY ERIC Y 'SENIOR "D OR ERROR (SYRUPY "WA22 ).
SPEC F' A � I LETTERING - 113 O \
I o
°1°
N'w9F/6/6 /.ki°/ Y� ✓/rAai�
MANHOLE
FRAME AND COVER
CA, Y O ADOPTED
CITY OF REN70N
tR STANDARD PUNS
NTO 1sT nATR: 04 /91
DWG. NAME: B074 SP PAGE: B074
MORTAR
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(SP PAGE B074)
ADJUSTMENT (4° MIN.)
CONE
RJBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-413
STEPS - 3/4" DEFORMED PAR
STEPS S -,ALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 'E
LADDER -STD. ALUMINUM
OR GA1-VANIZED STEEL
CONCRETE SHELF
Pft GAG- BASE S`CTION
OR CAST LN SHEL :=,
SANFARY MANHOLE TNEDICAL DETAIL
NOT TO SCALE
A,DTEG.
STEPS DB 3/1 A D OR RAN R Euz STEPS 111 10 OE L A t A D E ANN ns A o
VALID TO BE PEI DRNr NG BR29,
NAKHOLE SUIDN5 TO IF 0I SIDELONG. ?RECAS CCNEWLE.
6. Aat RUN IIIAL BE II ED.
..:'TRY SEVER ONFOLES SHALL HAVE ALL R2MKOR SURFACES I[OWOINS CHANNE' -N
SOA1E0 (SEALED) W1• A r10N SCIDS ORE THANE ODATAD WARDER MC- A.9OSHLl3 OR
L
nwRONEO LEGAL; COLOR D- OD « xE OFF-
RUBBER CAS'6ETiD TUTS SHALL BE N
B CH NE PUSH S .1 A C. AN ME SCE DIAMETER OF TX LAKES PPE. $AN PPARY MANHOLE
9. APPROVE. EGIONS 10 VEHICLE 6nA.L BE MADE USING RED ADA0. -0R. KOi N SEAL 30DTS 01
IUCP. TYPICAL DETAIL
1 NELE5 FINAL TO AND GREATER N D FEET DEEP SHALE, I.C.
PNJ HAVE A'sWEFACM CLIPPING AND FALL PROTEGlloN SISTER IN$ A`OVO aO
ALEFOR LED
FETY UP FOUNDER.
A AL EvE s
PuA
LSt DAtE104 /OM1
ED
[1 0
BID
ED 400
ED
WAY
BIG
9 LU DANIELS PIPE
0'. 5
aE
I ED 1
150 R
R. 2
2591 390 G
GO a
a.I I
E
48"
M4
20 a
6
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5.5" MPH.
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1 42"
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VALID TO BE PEI DRNr NG BR29,
NAKHOLE SUIDN5 TO IF 0I SIDELONG. ?RECAS CCNEWLE.
6. Aat RUN IIIAL BE II ED.
..:'TRY SEVER ONFOLES SHALL HAVE ALL R2MKOR SURFACES I[OWOINS CHANNE' -N
SOA1E0 (SEALED) W1• A r10N SCIDS ORE THANE ODATAD WARDER MC- A.9OSHLl3 OR
L
nwRONEO LEGAL; COLOR D- OD « xE OFF-
RUBBER CAS'6ETiD TUTS SHALL BE N
B CH NE PUSH S .1 A C. AN ME SCE DIAMETER OF TX LAKES PPE. $AN PPARY MANHOLE
9. APPROVE. EGIONS 10 VEHICLE 6nA.L BE MADE USING RED ADA0. -0R. KOi N SEAL 30DTS 01
IUCP. TYPICAL DETAIL
1 NELE5 FINAL TO AND GREATER N D FEET DEEP SHALE, I.C.
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ALEFOR LED
FETY UP FOUNDER.
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BIG
9 LU DANIELS PIPE
0'. 5
50 I
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150 R
R. 2
2591 390 G
GO a
a.I I
I. D
DEC
01 2
20 a
a9 5
59 7
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991 119 1
1301 1
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110 130 I50 169 "6: 2p9 21p 20%. 203 201 198.
165 185 z9s zza z33 zz7 zzz 2'%I 214 af0 2C8
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z76 rn zBI z53 zn7 z4 nfi u2 226 zz's 222'.
LED 1 213 26L 25/ 25 J 6 R41 23J 2}3 L30 22%
20 271 267 260 2 2 9_24 29 29 234 231
283 DS 269 2fi3 257 2 2 246 2M1 2e1 23B 235
2B3 III 4%0 J6 2S9 JSSI 25 J ] 2c1 230
(SECO,Ds)
fi :V. DAUNTED PIPE
LIG"(111 D 53 100 150 US LEG AM 150 I RUN I'D 500
0 0 26 40 59 75 99 119 130 156 17C1 VO
50 J9 99 IF- 139 '.S6 'JD 191 z00 2Ce 20`. 198
LOU 1681 PB BE 218 LIFE 241 26H 232 22'/ 2221 219
190 _ 2 H 1 291 211 2H3 273 063 NE 2 B 2 3 23H 134
200 3V 321 306 29M1 2W 275 267 AV 255 25, 246
3 250 3 0 B25 3'2 '.I AGE 2 3 276 S7L OR' 259 1 255
_ 300 340 47 316 306 298 290 2H3 277 272 267 263
_ 350 340 329 1 319 310 302 295 1 289 WN 276 274 269
' FOR SID 330'. III SIR 306 III 1. 291 289 213 ONE PS
450 34F 2311 323 CA 309 303 098 290 98B 983 279
11ME LSEC0,UPO
_ __ 6 IN. DIAMETER P'[
SD IS. _ _
_EVCTH F' T L 150 200 250 30. 36. <CO 450 RD
0 0 20 90 S9 ]9 99 tl9 : 139 'S8 VO 1]O
50 124 144 1. 163 183 203 2T_ 29} : 2}] 231 - SIT
'OD 24] 267 1 287 307 312 298 280'. 276 258 261 255
12LL 3]1 DES 336 J23 312 302 293 SIR 2J9
200 425 e02 3H] Sfi6 352 341 1 3291 320 312 ]Oa 298
ESD R5 ING 390 376 363 1 352 3421 333 326 318 312
300 425 521 3 329 323
159 425 901 399 306 J]0 `e6 360 3R 345 3 }8 33P
- e00 425 BEET
evD 1 425
HIS 404 OF 361 J]9 P6 36D 358 352 '. 3q
PROCEDURE I 'rv' (S=TANDS)
SLOWLY PRESSURCE -PIE PIPE TD 4.0 P.S,LG.
At _CW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED.
TIME &IF DROP FROM 35 P.S LED, TO 25 P S I.G.
READ THE MAXIMUM A LOWABLE THE IC SECURDS FROM THE TABLES.
AIR TEST TABLE (LOW PRESSURE)
FOR SEWER MAINS
._.... .. -
DOE 1
TY AF ...
B srex. CRUDE
wr Derz'. /04
re -r .,.o nn. ov BooaSd DWG. NAME 6083 SP PAGE 3083
PROPERTY LIKE
SQyR PNO B IAN nG -sF
6" BU -DING SEWER PIPE yl
LEE WAY 6" 510E NNBI
a
AT
GYLESE OTHERWIE APPROWD BY Th' CITY. MARE TAP THROUGH CAST
IRON SADDLE SECURca TO SERIES VAIN WITH STAINLESS STEEL BANDS
N11 EN CONNECTNO NEW SIDE SEWERS -0 EXIST9O MM.
PLAIN AND BROBERG -I COKCRE-E, O: PPE AND C. PER BEIGE
MAINS ARE TD BE CUM DEFEND,
N]RF
I.') C'_AY PIPE SHALL BE CUT ADD HAVE A NEW THE
SECT ONE,' IN.
60' ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON UP-,
IF 315 FIX -- a �'{N E'
3o0CK RE BPIF 15 T1_ PNOTEOTOCW
A \ \t> MN NGRF'SC
_ GO 2% VAN SLOPE
YCRIZONTA "_
1. O SIDE OU-LET TEE
SEWER MAIN
6" MIN. SEVER MAIN
S9LN4RFTg_BL9CK'NG ANGLE TYPICAL SIDE 5-AGR SEAI
OF TEE AT MAIN OVER 95
ELEVATION
NO =E:
UNLESS OTHERWISE S40WN ON PLAN, SIDE SEWO SHALL HAVE
A MN MUM 2,5 COVER AT P30PERTY LINE OR 3 -5' LOWER
THAN THE - CIDEEST HOUSE ELEVATION, WHICHEVER IS LOWER.
FRAME
Na'
WATER
a Ua�
CROSS SECTION
NOT TO SCALE
STANDARD SIDE SERVER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
SUARRIn
xs
E
ON DAre: a /D.
DIRG. NAME: 3076 SP PAOE.B09E
-TRIM GEOTEXTILE
OVERFLOW BYPASS
SEDIMENT AND DEBRIS
ra��osw�+acv aoR n►�IaevA�
6Y• waLE 117
�v: pgTB
Bv: vATe
BK7 VATS
NOTES
1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES
J HEIGHT OF BAG.
2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE
T WILL SERVICE
3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS).
4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE
COLLECTED MATERIAL
S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED.
ISOMETRIC VIEW
NOT TO SCALE
CB PROTECTION
IL„
CALL 48 HOURS
BEFORE YOU DIG
C 1- 800 - 424 -5555
/ V
352
OQ3
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GILL SANITARY SEWER EXTENSION
STANDARD DETAILS
DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME:
DRAWN: RHD
CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE,
APPROVED: SHEET: 3 OF: 4
s- E35a0®3
NET. I REVISION I BY I AFE I DATE
fi :V. DAUNTED PIPE
LIG"(111 D 53 100 150 US LEG AM 150 I RUN I'D 500
0 0 26 40 59 75 99 119 130 156 17C1 VO
50 J9 99 IF- 139 '.S6 'JD 191 z00 2Ce 20`. 198
LOU 1681 PB BE 218 LIFE 241 26H 232 22'/ 2221 219
190 _ 2 H 1 291 211 2H3 273 063 NE 2 B 2 3 23H 134
200 3V 321 306 29M1 2W 275 267 AV 255 25, 246
3 250 3 0 B25 3'2 '.I AGE 2 3 276 S7L OR' 259 1 255
_ 300 340 47 316 306 298 290 2H3 277 272 267 263
_ 350 340 329 1 319 310 302 295 1 289 WN 276 274 269
' FOR SID 330'. III SIR 306 III 1. 291 289 213 ONE PS
450 34F 2311 323 CA 309 303 098 290 98B 983 279
11ME LSEC0,UPO
_ __ 6 IN. DIAMETER P'[
SD IS. _ _
_EVCTH F' T L 150 200 250 30. 36. <CO 450 RD
0 0 20 90 S9 ]9 99 tl9 : 139 'S8 VO 1]O
50 124 144 1. 163 183 203 2T_ 29} : 2}] 231 - SIT
'OD 24] 267 1 287 307 312 298 280'. 276 258 261 255
12LL 3]1 DES 336 J23 312 302 293 SIR 2J9
200 425 e02 3H] Sfi6 352 341 1 3291 320 312 ]Oa 298
ESD R5 ING 390 376 363 1 352 3421 333 326 318 312
300 425 521 3 329 323
159 425 901 399 306 J]0 `e6 360 3R 345 3 }8 33P
- e00 425 BEET
evD 1 425
HIS 404 OF 361 J]9 P6 36D 358 352 '. 3q
PROCEDURE I 'rv' (S=TANDS)
SLOWLY PRESSURCE -PIE PIPE TD 4.0 P.S,LG.
At _CW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED.
TIME &IF DROP FROM 35 P.S LED, TO 25 P S I.G.
READ THE MAXIMUM A LOWABLE THE IC SECURDS FROM THE TABLES.
AIR TEST TABLE (LOW PRESSURE)
FOR SEWER MAINS
._.... .. -
DOE 1
TY AF ...
B srex. CRUDE
wr Derz'. /04
re -r .,.o nn. ov BooaSd DWG. NAME 6083 SP PAGE 3083
PROPERTY LIKE
SQyR PNO B IAN nG -sF
6" BU -DING SEWER PIPE yl
LEE WAY 6" 510E NNBI
a
AT
GYLESE OTHERWIE APPROWD BY Th' CITY. MARE TAP THROUGH CAST
IRON SADDLE SECURca TO SERIES VAIN WITH STAINLESS STEEL BANDS
N11 EN CONNECTNO NEW SIDE SEWERS -0 EXIST9O MM.
PLAIN AND BROBERG -I COKCRE-E, O: PPE AND C. PER BEIGE
MAINS ARE TD BE CUM DEFEND,
N]RF
I.') C'_AY PIPE SHALL BE CUT ADD HAVE A NEW THE
SECT ONE,' IN.
60' ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON UP-,
IF 315 FIX -- a �'{N E'
3o0CK RE BPIF 15 T1_ PNOTEOTOCW
A \ \t> MN NGRF'SC
_ GO 2% VAN SLOPE
YCRIZONTA "_
1. O SIDE OU-LET TEE
SEWER MAIN
6" MIN. SEVER MAIN
S9LN4RFTg_BL9CK'NG ANGLE TYPICAL SIDE 5-AGR SEAI
OF TEE AT MAIN OVER 95
ELEVATION
NO =E:
UNLESS OTHERWISE S40WN ON PLAN, SIDE SEWO SHALL HAVE
A MN MUM 2,5 COVER AT P30PERTY LINE OR 3 -5' LOWER
THAN THE - CIDEEST HOUSE ELEVATION, WHICHEVER IS LOWER.
FRAME
Na'
WATER
a Ua�
CROSS SECTION
NOT TO SCALE
STANDARD SIDE SERVER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
SUARRIn
xs
E
ON DAre: a /D.
DIRG. NAME: 3076 SP PAOE.B09E
-TRIM GEOTEXTILE
OVERFLOW BYPASS
SEDIMENT AND DEBRIS
ra��osw�+acv aoR n►�IaevA�
6Y• waLE 117
�v: pgTB
Bv: vATe
BK7 VATS
NOTES
1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES
J HEIGHT OF BAG.
2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE
T WILL SERVICE
3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS).
4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE
COLLECTED MATERIAL
S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED.
ISOMETRIC VIEW
NOT TO SCALE
CB PROTECTION
IL„
CALL 48 HOURS
BEFORE YOU DIG
C 1- 800 - 424 -5555
/ V
352
OQ3
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GILL SANITARY SEWER EXTENSION
STANDARD DETAILS
DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME:
DRAWN: RHD
CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE,
APPROVED: SHEET: 3 OF: 4
s- E35a0®3
NET. I REVISION I BY I AFE I DATE
_ __ 6 IN. DIAMETER P'[
SD IS. _ _
_EVCTH F' T L 150 200 250 30. 36. <CO 450 RD
0 0 20 90 S9 ]9 99 tl9 : 139 'S8 VO 1]O
50 124 144 1. 163 183 203 2T_ 29} : 2}] 231 - SIT
'OD 24] 267 1 287 307 312 298 280'. 276 258 261 255
12LL 3]1 DES 336 J23 312 302 293 SIR 2J9
200 425 e02 3H] Sfi6 352 341 1 3291 320 312 ]Oa 298
ESD R5 ING 390 376 363 1 352 3421 333 326 318 312
300 425 521 3 329 323
159 425 901 399 306 J]0 `e6 360 3R 345 3 }8 33P
- e00 425 BEET
evD 1 425
HIS 404 OF 361 J]9 P6 36D 358 352 '. 3q
PROCEDURE I 'rv' (S=TANDS)
SLOWLY PRESSURCE -PIE PIPE TD 4.0 P.S,LG.
At _CW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED.
TIME &IF DROP FROM 35 P.S LED, TO 25 P S I.G.
READ THE MAXIMUM A LOWABLE THE IC SECURDS FROM THE TABLES.
AIR TEST TABLE (LOW PRESSURE)
FOR SEWER MAINS
._.... .. -
DOE 1
TY AF ...
B srex. CRUDE
wr Derz'. /04
re -r .,.o nn. ov BooaSd DWG. NAME 6083 SP PAGE 3083
PROPERTY LIKE
SQyR PNO B IAN nG -sF
6" BU -DING SEWER PIPE yl
LEE WAY 6" 510E NNBI
a
AT
GYLESE OTHERWIE APPROWD BY Th' CITY. MARE TAP THROUGH CAST
IRON SADDLE SECURca TO SERIES VAIN WITH STAINLESS STEEL BANDS
N11 EN CONNECTNO NEW SIDE SEWERS -0 EXIST9O MM.
PLAIN AND BROBERG -I COKCRE-E, O: PPE AND C. PER BEIGE
MAINS ARE TD BE CUM DEFEND,
N]RF
I.') C'_AY PIPE SHALL BE CUT ADD HAVE A NEW THE
SECT ONE,' IN.
60' ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON UP-,
IF 315 FIX -- a �'{N E'
3o0CK RE BPIF 15 T1_ PNOTEOTOCW
A \ \t> MN NGRF'SC
_ GO 2% VAN SLOPE
YCRIZONTA "_
1. O SIDE OU-LET TEE
SEWER MAIN
6" MIN. SEVER MAIN
S9LN4RFTg_BL9CK'NG ANGLE TYPICAL SIDE 5-AGR SEAI
OF TEE AT MAIN OVER 95
ELEVATION
NO =E:
UNLESS OTHERWISE S40WN ON PLAN, SIDE SEWO SHALL HAVE
A MN MUM 2,5 COVER AT P30PERTY LINE OR 3 -5' LOWER
THAN THE - CIDEEST HOUSE ELEVATION, WHICHEVER IS LOWER.
FRAME
Na'
WATER
a Ua�
CROSS SECTION
NOT TO SCALE
STANDARD SIDE SERVER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
SUARRIn
xs
E
ON DAre: a /D.
DIRG. NAME: 3076 SP PAOE.B09E
-TRIM GEOTEXTILE
OVERFLOW BYPASS
SEDIMENT AND DEBRIS
ra��osw�+acv aoR n►�IaevA�
6Y• waLE 117
�v: pgTB
Bv: vATe
BK7 VATS
NOTES
1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES
J HEIGHT OF BAG.
2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE
T WILL SERVICE
3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS).
4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE
COLLECTED MATERIAL
S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED.
ISOMETRIC VIEW
NOT TO SCALE
CB PROTECTION
IL„
CALL 48 HOURS
BEFORE YOU DIG
C 1- 800 - 424 -5555
/ V
352
OQ3
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GILL SANITARY SEWER EXTENSION
STANDARD DETAILS
DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME:
DRAWN: RHD
CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE,
APPROVED: SHEET: 3 OF: 4
s- E35a0®3
NET. I REVISION I BY I AFE I DATE
PROCEDURE I 'rv' (S=TANDS)
SLOWLY PRESSURCE -PIE PIPE TD 4.0 P.S,LG.
At _CW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED.
TIME &IF DROP FROM 35 P.S LED, TO 25 P S I.G.
READ THE MAXIMUM A LOWABLE THE IC SECURDS FROM THE TABLES.
AIR TEST TABLE (LOW PRESSURE)
FOR SEWER MAINS
._.... .. -
DOE 1
TY AF ...
B srex. CRUDE
wr Derz'. /04
re -r .,.o nn. ov BooaSd DWG. NAME 6083 SP PAGE 3083
PROPERTY LIKE
SQyR PNO B IAN nG -sF
6" BU -DING SEWER PIPE yl
LEE WAY 6" 510E NNBI
a
AT
GYLESE OTHERWIE APPROWD BY Th' CITY. MARE TAP THROUGH CAST
IRON SADDLE SECURca TO SERIES VAIN WITH STAINLESS STEEL BANDS
N11 EN CONNECTNO NEW SIDE SEWERS -0 EXIST9O MM.
PLAIN AND BROBERG -I COKCRE-E, O: PPE AND C. PER BEIGE
MAINS ARE TD BE CUM DEFEND,
N]RF
I.') C'_AY PIPE SHALL BE CUT ADD HAVE A NEW THE
SECT ONE,' IN.
60' ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON UP-,
IF 315 FIX -- a �'{N E'
3o0CK RE BPIF 15 T1_ PNOTEOTOCW
A \ \t> MN NGRF'SC
_ GO 2% VAN SLOPE
YCRIZONTA "_
1. O SIDE OU-LET TEE
SEWER MAIN
6" MIN. SEVER MAIN
S9LN4RFTg_BL9CK'NG ANGLE TYPICAL SIDE 5-AGR SEAI
OF TEE AT MAIN OVER 95
ELEVATION
NO =E:
UNLESS OTHERWISE S40WN ON PLAN, SIDE SEWO SHALL HAVE
A MN MUM 2,5 COVER AT P30PERTY LINE OR 3 -5' LOWER
THAN THE - CIDEEST HOUSE ELEVATION, WHICHEVER IS LOWER.
FRAME
Na'
WATER
a Ua�
CROSS SECTION
NOT TO SCALE
STANDARD SIDE SERVER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
SUARRIn
xs
E
ON DAre: a /D.
DIRG. NAME: 3076 SP PAOE.B09E
-TRIM GEOTEXTILE
OVERFLOW BYPASS
SEDIMENT AND DEBRIS
ra��osw�+acv aoR n►�IaevA�
6Y• waLE 117
�v: pgTB
Bv: vATe
BK7 VATS
NOTES
1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES
J HEIGHT OF BAG.
2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE
T WILL SERVICE
3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS).
4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE
COLLECTED MATERIAL
S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED.
ISOMETRIC VIEW
NOT TO SCALE
CB PROTECTION
IL„
CALL 48 HOURS
BEFORE YOU DIG
C 1- 800 - 424 -5555
/ V
352
OQ3
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GILL SANITARY SEWER EXTENSION
STANDARD DETAILS
DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME:
DRAWN: RHD
CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE,
APPROVED: SHEET: 3 OF: 4
s- E35a0®3
NET. I REVISION I BY I AFE I DATE
NO =E:
UNLESS OTHERWISE S40WN ON PLAN, SIDE SEWO SHALL HAVE
A MN MUM 2,5 COVER AT P30PERTY LINE OR 3 -5' LOWER
THAN THE - CIDEEST HOUSE ELEVATION, WHICHEVER IS LOWER.
FRAME
Na'
WATER
a Ua�
CROSS SECTION
NOT TO SCALE
STANDARD SIDE SERVER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
SUARRIn
xs
E
ON DAre: a /D.
DIRG. NAME: 3076 SP PAOE.B09E
-TRIM GEOTEXTILE
OVERFLOW BYPASS
SEDIMENT AND DEBRIS
ra��osw�+acv aoR n►�IaevA�
6Y• waLE 117
�v: pgTB
Bv: vATe
BK7 VATS
NOTES
1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES
J HEIGHT OF BAG.
2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE
T WILL SERVICE
3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS).
4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE
COLLECTED MATERIAL
S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED.
ISOMETRIC VIEW
NOT TO SCALE
CB PROTECTION
IL„
CALL 48 HOURS
BEFORE YOU DIG
C 1- 800 - 424 -5555
/ V
352
OQ3
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GILL SANITARY SEWER EXTENSION
STANDARD DETAILS
DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME:
DRAWN: RHD
CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE,
APPROVED: SHEET: 3 OF: 4
s- E35a0®3
NET. I REVISION I BY I AFE I DATE
NOTES
1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES
J HEIGHT OF BAG.
2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE
T WILL SERVICE
3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS).
4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE
COLLECTED MATERIAL
S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED.
ISOMETRIC VIEW
NOT TO SCALE
CB PROTECTION
IL„
CALL 48 HOURS
BEFORE YOU DIG
C 1- 800 - 424 -5555
/ V
352
OQ3
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
GILL SANITARY SEWER EXTENSION
STANDARD DETAILS
DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME:
DRAWN: RHD
CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE,
APPROVED: SHEET: 3 OF: 4
s- E35a0®3
NET. I REVISION I BY I AFE I DATE
0020
N
0015
3
N,S,E
& Wra>
0010
2
PQO
G�' pG•�QG.
JOB
TOPOGRAPHIC SURVEY
for
HARDIE GILL
A PORTION OF THE N.W. 1/4 OF THE S.E
SECTION 10, T.23N., R.5E., W.M.
KING COUNTY, WASHINGTON
0005
N,S,E
& W-
1/4 OF
9164
rY
W I
CJ1 �
W I
7 I
P
N
Ri % =47
1
12' CONC.
W &S IN IE =46 &08
12' CONIC. N OUT IE= 468.08
LEGAL DESCRIMON PRIOR TO BOUNDARY LINE ADJUSTMENT:
TAX PARCEL NO. 1023059183:
THE NORTH 149.43 FEET, AS MEASURED PARALLEL WITH THE EAST LINE OF THE
WEST 140.04 FEET IN WIDTH OF THE 330.11 FEET IN WIDTH OF THE SOUTH HALF
OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON.
EXCEPT COUNTY ROADS, SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
EXCEPT THE NORTH 30 FEET FOR ROAD.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
TAX PARCEL NO. 1023059014:
THE WEST 10.07 FEET OF THE EAST 190.07 FEET OF THE NORTH 149.43 FEET OF
THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST,
W.M., IN KING COUNTY, WASHINGTON.
EXCEPT COUNTY ROADS, SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M
EXCEPT THE NORTH 30 FEET FOR ROAD.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
INSTRUMENTATION NOTE:
INSTRUMENTATION FOR THIS SURVEY WAS A ONE
SECOND TOTAL STATION. PROCEDURES USED IN
THIS SURVEY WERE FIELD TRAVERSE, MEETING OR
EXCEEDING STANDARDS SET BY WAC
332 - 130 -090.
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BENCH MARK — (NAVD 88)
CITY OF RENTON BM #1907
FOUND CHISELED SQUARE IN THE SOUTHEAST
CORNER OF A CONCRETE BASE FOR MAILBOXES
LOCATED ON THE WEST SIDE OF 142ND AVE. S.E.
(HOQUTAM AVE. N.E.) OPPOSITE HOUSE NO. 12014
ELEV. = 472.68
2 -W,
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CASE W/1 -5/8"
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7 -28 -08
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12" CONC. W &S IN IE= 468.18
12" CONC, N OUT IE= 468.18
5- 352004
GRAPHIC SCALE
20 0 10 20 40
( W FEET )
1 inch = 20 ft.
LEGEND
O SET 1/2" x 24" REBAR AND CAP
STAMPED L.S. NO. 14490
E) CATCH BASIN
OS SANITARY SEWER MANHOLE
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Tri- County
Land Surveying Company
4610 200th St. S.W. Suite A
Lynnwood, Wa. 98036 (425)776 -2926 Fox:776 -2850
DRAWN BY B.H. I DATE AUGUST, 2008 I JOB NO. 08 -061
CHECKED BY R.S. ( SCALE 1" = 20' I SHEET
L ; 5 350
1 OF 1
SANITARY SEWER NOTES & SPECIFICATIONS
I ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION
OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS.
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 IN WRITING BY THE
DEPARTMENT OF PUBLIC WORKS AT 235 _2620. ALL STREET CLOSURES, PARTIAL OR FULL,
SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN
ADVANCE.
3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION. LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
4 ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATEANDIT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
5 A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR
TO STARTING NEW CONSTRUCTION. CONTRACTOR SHALL SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BEACCOMPLISHED BYA
REPRESENTATIVE OF THE CITY OF RENTON. CONTRACTOR SHALL NOTIFY THE UTILITY
DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
T CONTRACTOR SHALL OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO
ANY CONSTRUCTION.
8 PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVERALL OTHER PLANS.
9 A COPY OF THESE APPROVED PLANSMUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
10 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH ANAS_BUILTDRAWINGOF
THE SANITARYSEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BYA LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11 BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITHA
LOOSEAVERAGE DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, THOROUGHLY
TAMPING 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 PIPE SHALL BE THE
SAMEAS DESCRIBED.
12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BEBACKFILLED WITH CRUSHED ROCKAND MECHANICALLY COMPACTED. CUTS
INTO THE EXISTING ASPHALT SHALL BE NEATLfNE CUT WITH SAW IN A CONTINUOUS LINE.
A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELYAFTER BACKFILL AND
COMPACTION. APERMANENT HOT MIX PATCH MALL BE PLACED WITHIN TEN DAYS AND
SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13 DATUM SHALL BE CITY OF RENTON, U. S. G. S.
14 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT OF PUBLIC WORKS FOR THE PREVENTION OF
ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDATION
IN ACCORDANCE WITH SECTION 7 02.3(1) OF THE CURRENT STATE OF WASHINGTON
STANDARD SPECIFI CATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THISSHALL
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OR REQUIRED
BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL
BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRAVEL 6 "ABOVE AND BELOW THE PIPE.
16 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC), RUBBER- GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50.
17 IN UNIMPROVED AREAS, MANHOLE SHALL EXTEND MINIMUM 6 -INCH AND MAXIMUM 18 4NCH
ABOVE FINISHED GRADE. IN PAVED AREAS, COVER SHALL SLOPE IN ALL DIRECTIONS TO
MATCH PAVING.
EROSION & SEDIMENT CONTROL NOTES
1 PRIOR TO ANY CONSTRUCTION OR DEVELOPMENTACTIVIT T, A PRECONSTRUCTION MEETING
SHALL BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN
ENGINEER.
2 ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVA71ON PRESENTED ON THE
PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION.
3 ALL REQUIRED SEDIMENT /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT
SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION
AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH
TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ONSITE
EROSION HAS PASSED, THE IMPLEMENTATION, MAINTENANCE, REPLACEMENTANDADDITIONS
TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE
PERMITTEE.
4 THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE
INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE
PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES
WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE.
DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY
OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAYBE CREATED BY THEIR
ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAYBE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER
QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
5 APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT
CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE OR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
6 DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED
SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE
THAN TWEL VE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING,
7 ALL DISTURBED AREAS WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER
WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE MUST BE IMMEDIATELY STABILIZED
WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT
APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY
DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAYPROCEED,
HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BEAUGMENTED
WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON,
OUTSIDE THE SPECIFIED TIME PERIOD.
8 FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH
EXCEEDS 6 INCHES SIDE SLOPES SHALL BE NO STEEPER THAN 3:1 AND A MINIMUM OF 3 FEET
HIGH FENCE IS REQUIRED ALL AROUND,
9 A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PER STD DWG BR23 SHALL BE LOCATED AT
ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE.
SANITARY SEWER EXTENSION
FOR HARDIP GILL PROPERTY
570, T23N, R5E
AS -BUILT
SHEET INDEX
SHE NAME
1 COVER SHEET & NOTES
2 SANITARY SEWER PLAN & PROFILE
3 STANDARD DETAILS
4 TOPOGRAPHIC SURVEY
CALL 48 HOURS
BEFORE YOU DIG
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7TH PLACE
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206- 380 -1141
PARCEL A
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SURVEYOR:
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LYNNWOOD WA 98038
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425 - 776 -2926
ENGINEER:
HAOZOUS ENGINEERING, P.S.
ROBERT DARROW, RE
13428 — 45TH COURT W
MUKILTEO, WA 98275
425 - 745 -5872
AS -BUILT
SHEET INDEX
SHE NAME
1 COVER SHEET & NOTES
2 SANITARY SEWER PLAN & PROFILE
3 STANDARD DETAILS
4 TOPOGRAPHIC SURVEY
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
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0 20 40
SCALE: 1'= 20'
6 +50 7 +00 8 +00 9 +00 10 +00
SCALE: 1'= 20' HOR
1 "= 5' VIER
SHEET NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM WITH C17Y OF
RENTON STANDARDS.
2. CORE -DRILL EXISTING MANHOLE TO PROVIDE 8" IE= 459.89.
PROVIDE PGK MANHOLE ADAPTER AROUND PIPE AND SEAL
OPENING WITH NON - SHRINK GROUNT.
3. PIPE LENGTH AND SLOPE ARE BASED ON MEASUREMENT FROM
INSIDE WALL OF SAN MHI TO INSIDE WALL OF EXISTING
MANHOLE.
4. PROVIDE KNOCKOUT ON WEST SIDE OF MANHOLE FOR IE=
464.80.
5. SEE SHT 3 FOR DETAILS ON BEDDING, MANHOLE, CLEANOUT,
PAVEMENT PATCHING, ETC.
6. BACKGROUND TOPOGRAPHY BY TRI- COUNTY SURVEYING, INC.
SEE SHT 4. EXISTING 6" DI WAT AND 8" SAN ADDED BY
HAOZOUS ENGINEERING BASED ON KCWD NO. 90 AND CITY OF
RENTON RECORDS.
Sm3 52,006
AS -BUILT
a &; S- 35aooC
CALL 48 HOURS
BEFORE YOU DIG j
1- 800 - 424 -5555
6
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47S.bV
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LINE '? �CLEANOUT ON
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IE= 467.5
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m
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LINE 3
CL ROW n
0 20 40
SCALE: 1'= 20'
6 +50 7 +00 8 +00 9 +00 10 +00
SCALE: 1'= 20' HOR
1 "= 5' VIER
SHEET NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM WITH C17Y OF
RENTON STANDARDS.
2. CORE -DRILL EXISTING MANHOLE TO PROVIDE 8" IE= 459.89.
PROVIDE PGK MANHOLE ADAPTER AROUND PIPE AND SEAL
OPENING WITH NON - SHRINK GROUNT.
3. PIPE LENGTH AND SLOPE ARE BASED ON MEASUREMENT FROM
INSIDE WALL OF SAN MHI TO INSIDE WALL OF EXISTING
MANHOLE.
4. PROVIDE KNOCKOUT ON WEST SIDE OF MANHOLE FOR IE=
464.80.
5. SEE SHT 3 FOR DETAILS ON BEDDING, MANHOLE, CLEANOUT,
PAVEMENT PATCHING, ETC.
6. BACKGROUND TOPOGRAPHY BY TRI- COUNTY SURVEYING, INC.
SEE SHT 4. EXISTING 6" DI WAT AND 8" SAN ADDED BY
HAOZOUS ENGINEERING BASED ON KCWD NO. 90 AND CITY OF
RENTON RECORDS.
Sm3 52,006
AS -BUILT
a &; S- 35aooC
CALL 48 HOURS
BEFORE YOU DIG j
1- 800 - 424 -5555
47S.bV
F
?OPERTY
LINE '? �CLEANOUT ON
IE= 469.0
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IE= 467.5
3 ^ SEE DETAIL SHT 3
1� t1j N
ads
m
.474.53 y 0 tp
LINE 3
CL ROW n
0 20 40
SCALE: 1'= 20'
6 +50 7 +00 8 +00 9 +00 10 +00
SCALE: 1'= 20' HOR
1 "= 5' VIER
SHEET NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM WITH C17Y OF
RENTON STANDARDS.
2. CORE -DRILL EXISTING MANHOLE TO PROVIDE 8" IE= 459.89.
PROVIDE PGK MANHOLE ADAPTER AROUND PIPE AND SEAL
OPENING WITH NON - SHRINK GROUNT.
3. PIPE LENGTH AND SLOPE ARE BASED ON MEASUREMENT FROM
INSIDE WALL OF SAN MHI TO INSIDE WALL OF EXISTING
MANHOLE.
4. PROVIDE KNOCKOUT ON WEST SIDE OF MANHOLE FOR IE=
464.80.
5. SEE SHT 3 FOR DETAILS ON BEDDING, MANHOLE, CLEANOUT,
PAVEMENT PATCHING, ETC.
6. BACKGROUND TOPOGRAPHY BY TRI- COUNTY SURVEYING, INC.
SEE SHT 4. EXISTING 6" DI WAT AND 8" SAN ADDED BY
HAOZOUS ENGINEERING BASED ON KCWD NO. 90 AND CITY OF
RENTON RECORDS.
Sm3 52,006
AS -BUILT
a &; S- 35aooC
CALL 48 HOURS
BEFORE YOU DIG j
1- 800 - 424 -5555