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91 FND MON IN CASE
SS -3
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SS -4
NORTHWEST CORNER
OF 5 -23-05
CITY MON 11886
12 -29 -04
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FND MON IN CASE W/
BRASS PIN CITY MON
#1836 12 -29 -04
1� MON IN CASE NORTH 1/4
CORNER OF 5 -23-05
CALC PER CITY
N OW05520 W
2633.59'
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FOUND MON
IN CASE
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WASH. BLVD N
7 -27-04
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* Checked for Compliance to City Standards
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Surveyor
sADLER- BARNARD it Assoc. INC.
12714 VALLEY AVE. E. SUITE B
SUMNER, WA 98390
(253) 826 -8135
CONTACT: MIKE LUNA
Site Benchmark
R/R SPIKE SET IN PIOWER POLE
AT SOUTHWEST CORNER OF SITE
a -51.60
01�-:o If: 11 D-:7-I - :4� i ea 'IT,
8E 1/4, 81N 1/4, 5 SEC., T23.N,, R 5 E-4 W.M.
Vertical Datum
cmr OF RENTON BENCHMARK #2177
ae ew►ss DISK AT TMe Nw CORNER
OF CONC. BASE OF sIGAAL BRIDGE
AT THE R/R CROSSING AT THE
NORTH ENTRANCE OF OOULON PARK
EL= 37.254 FEET w►w ee
Bade of �81"n0
RECORD OF SURVEY AS RECORDED
UNDER RECORDING NUMBER
9901159003, RECORDS OF THE
KING COUNTY AUDITOR (ROS)
NORTH 75 FEET OF LOTS 312 THROUGH 315 OF THE PUT OF CD HILLMAN'S
LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 5, RECORDED IN VOLUME
11, PAGE 83 RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH THE
SOUT'HE RLY 30 FRET OF MORGAN AVE. (TO BE VACATED)
CM Shmt Irmlex
SS -1
COVER SHEET
SS -2
SANITARY SEWER DXTENSION PLAN AND PROFILE
SS -3
SANITARY SEWER EXTENSION DETAILS
SS -4
SANITARY SEWER D(TENSION DETAILS
ROLL 1'9��
Cmetwhon Sequence
1. BEFORE ANY CONSTRUCT ON OR DEVELOPMENT ACTIVITY, A PRECONSTRUC10 MEETING MUST BE HELD BETWEEN
THE CRY OF RIENTON, 1HE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE.
2. VERIFY VER?ICAI. AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UnLITES, CONTACT ALL UTILITY
COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS
1 -B00- 424 -5555.
3. MAINTAIN ALL EXISTING UTLITY SERVICES DURING CONSTRUCTION.
4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS.
5. INSTALL STABILIZED CONSTRUCTK)N ENTRANCE.
6. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN.
7. INSTALL OFFSITE CATCH BASIN PROTECTION.
8. CLEAR W GRUB AREAS OF THE SITE TO BE ROUGH GRADED OF FILLED.
9. CONSTRUCT SEDIMENT INTERCEPTOR SWALES AND CHECK DAMS.
10. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED.
11. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT ACCESS DRIVE SUB -GRADE AS INDICATED ON
THE DRAWINGS. INSTALL STORM CONVEYANCE SYSTEM. DIRECT ALL SURFACE (MATER TO THE PROPOSED CATCH
BASIN. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE
GRADING OPERATIONS. USE CATCH BASIN SEDIMENT FILTERS TO CAPTURE SEDIMENT PRIOR TO DISCHARGE.
12. INSTALL NEW UTILITIES PER THE DRAWINGS.
A. WET TAPS TO THE CITY OF RENTON WATER SYSTEM 9i ALL BE MADE BY A CITY APPROVED SUBCONTRACTOR.
B. THE CITY OF RENTON SHALL INSTALL THE DOMESTIC WATER METERS,
13. FINISH GRADE SITE AND CONSTRUCT ASPHALT PAVING AREAS, ACCESS DRIVES SIDEWALKS, CURBS AND GUTTERS.
14. COMPLETE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS.
15. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS AND DISPOSE OF IN AN
AUTHORIZED LOCATION AT NO COST TO THE OWNER.
16. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DENS.
17. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED.
Erosion Control Motes
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE
HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER.
2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE
CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION.
3. ALL REQUIRED SEDIMENTATION /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
POTENTIAL. FOR ON-SRE EROSION HAS PASSED. THE IMPLEMENTATION, MMNTENANCE, REPLACEMENT AND
ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE POWM
4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAINING ARE INTENDED TO BE
MINIMUM REQUIREMENTS TO FEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND
UNEXPECTED OR SEASONAL. CONDITIONS DICTATE, THE PERMI TEE SHALL ANTICIPATE THAT MORE EROSION AND
SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE
PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, R SHALL. BE THE OB!"TION AND RESPONSIBILITY
OF THE PERM! I I TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CRFATED BY HIS ACMES AND TO
PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMIENITS, AS MAY BE NEEDED TO PROTECT
ADJACENT AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
5. APPROVAL OF THIS PLAN LS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT aWTII'UTE AN
APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, REST RICTOR% 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 LENT UNWORKED FOR MORE THAI TWELVE (12) HOURS.
SHILL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING.
7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR
A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED ARM MUST BE IMMEDIATELY STABILIZED WITH MULCHING,
GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN
QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THE
SIEP I D R INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT 5 IN THE INTEREST OF THE
PIERMIIlEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING,, OR OTHER TREATMENT APPROVED BY THE
CITY OF RENTON, OUTSIDE THE SUM TIME PERIOD.
8. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES„ A
FENCE, A MNNNMIUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES
9. A TD AWAY GRAVEL CONSTRUCTION ENTRANCE, 24' X 50' X 8' OF 4- TO 6- INCH QUARRY SPALLS SHALL
BE LOCATED AT ALL POINTS OF VEHICULAR MIGRESS AND EGRESS TO THE CONSTRiUCTO SITE.
10. THE CITY OF RENTON INSPECTOR MAY REQUIRED ADDITIONAL. EROSION CONTROL AT ANY TIME AS NECESSAAY.
Sanftary sewer Notes and SoecYicatione
1. ALL WORK MATERIALS SHALL BE IN CONFORMAXE WITH 1HE STANDARDS AND SPECFKATIONS OF THE CITY OF
RENTON UTMJTY DEPAI rMENT AND 1HE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECf1GTI0NS.
2. THE HOURS OF WORK IN THE STREET RI%(T OF WAY SHALL BE LWNTED TO 8:30 A.M. TO 3:30 P.M. ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE R ANNING/BUILDING /PUBIC WORKS DEPARTMENT
AT 235 -2520. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE
RANNNING/ BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FRE
DEPARTMENT, AND 911 SMALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE TIGHT OF WAY.
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 UTILITES SHOWN ARE APPROXIMATE AND R 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. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECIESSSARY PERMITS PRIOR
TO STARTING CONSTRUCTION. (NSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
RENTON.) IT SHALL BE THE CONTRACTOR'S DWJB LITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN
ADVANCE OF BAC:KFIL LING 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 C ONNSTRUCt10N SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLAINS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL
OTHER PLANS.
9. A COPY OF THESE APPROVED PUNS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUST DRAWING OF THE SANIITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUM DIENSff. 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
SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR LMLITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED
WITH CRUSHED ROCK AND IiEDMICALLY COMPACTED. CUTS INTO THE EX5M ASPHALT SHALL BE NEATUNE
CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER
BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL
BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CRY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE DEPARTMENT FOR THE PREVENTION OF ON -SITE 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 CONMOON. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF
THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO
UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNNFORMLY DENSE
UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL C ABOVE AND BELOW THE PPE.
16. SANITARY SEWER PPE SHALL BE POLYVINYL CHLORIDE ( PVC) RUBBER GASKf. M ASTIR D 3034, SDR 35, OR
DUCTILE IRON CLASS 50.
17. IN UNNMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FN6,SH0
WADE. IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
Call 3 Working Days
Before You DIG!
1- 800 - 424 -5555
FFL 41,4.
S- 3 ? ?n01
LPD ENGINEERING, PLLC
7936 SEWARD PARK AVENUE S.
SEATTLE, WASHINGTON 98118
PH: 206.725.1211 FAX: 206.725.1211
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1322 Lake Washington Blvd
01 -25 -05
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MANHOLE AMPLER (ROMAC OR APPROVED EQUAL)
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Ir PVC STUB AS NEEDED MAINTAIN
TO CONNECT TO SSMH #1 EX SLOPE
A
BUILDING FOOTPRINT
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STA 14+19, 3� LT
f/�17
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PER COR STANDARDS
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SEE PROFU
EXAC T DEPTHS
� Z
4" TOPSOIL TYPE 8
MATCH EX GRADE (M)
1. PROTECTION AND RESTORATION
SHALL BE IN ACCORDANCE WITH
1-07.16 CITY OF RENTON
SUPPLEMENTAL SPECIFICATIONS
FOR THE 1996 STANDARD
SPECIFICATIONS,
2. ALL TRENCH RESTORATION SHALL
BE PER THE WRRIENT CITY OF
FUTON TRENCH RESTORATION AND
STREET OVERLAP REQUIREMENTS
ZY U40af STA 15+8Z 30' LT
RAV-57.62 IE 0 P/L 45.V JJ44500007 SHOULDER RESTORATION
IE CONNECTION 37.64
1874C Af E-49 J7 iAP6 _1 NO. SEE DETAIL ABOVE
5A
4450106-1615 r SIDES STUB
5C
TO PROPERTY NE 11�w At STA 14+849 2&(r 6* SIDE SEWER STUB Dr WOE
Cni
CH - Z" "I I'— PER COR SID RIM BR39 GM KAY
Air E=U#O SHALLOW COLLAR TYPE B TO PROPERTY LINE
dw- �w SEE DETAIL 0 SHEET SS-4 PER COR SID BR37 PER COR STD PLAN BR37 STA 16+32 19-4"R
1L= 112.70'
7W SW IF-54.0 L=31.88' V� � MIN 2.0%
L =31.66 1 u D=WlO'49* SEE DETAIL 0 ET SS-3 ,SE -DETAIL- -ON -%W.. SS-.4- ....--SKALLOW 01 C&W TYPE B
At 0 D=01*10'57"
L
LPD ENGINEERING, PLLC J.
7936 SEWARD PARK AVENUE S. N
SEATTLE, WASHINGTON 98118 /SVT
PH: 206.725.1211 FAX: 206.725.1211
1
FXPIRES 5/16/2006
20 0 10 20 411,
19=209
EX CONTOUR (INDEX) 4' C L F-A 66W
EX CONTOUR SIDE SEINER
PROPERTY LINE r SEWER MAIN
SEWER MANHOLE
FLOW DIRECTION
C900 PIPE SHALL BE USED WHERE
HORIZONTAL SEPARATION TO WATER LINE
IS LESS THAN 10 FEET AND VERTICAL
SEPARATION IS LESS THAN 18 INCHES
ALL SEWER MANHOLES IN NONE PAVED
AREAS SHALL HAVE 1 FOOT MIN
CLEARANCE CONCRETE SQUARE COLLAR
U=Vl lvzf WM Z_u I Tr) PER wm�,Ql rl M%j1
U STREET UGHT
D=05*21'16"
L71 SEE DETAIL�,Q� SHEET SS-3
NNW R= 4 -A LF 80
IV
tS3 V 8* A-52% PVC 0 r Br fhw M
AV&S STA 17+67* 22.6- LT
7 a
130 LF To QW2
SHALLOW MANHOLE COLLAR TYPE B
7
PER COR SID PLAN BR37
Ly LW Or"
CONTRACTOR TO EXPOSE
IF ------- SEE DETAIL ON SHEET SS-3
.... ......
------------ CONNECT TO EX PIPE AND VERIFY ELEVATION, SLOPE
AND LOCATION OF EXISTING
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1111111111111111,1111lillilljllllllllllllllIlllllilI I
PAWW 7 *JT a
136 LF 80 C
...... 14+00. 50 15+00
13150 5 0 STUB PRIOR TO CONSTRUCTION
13+00
16+00
8 .52 16+56
--------------------------------
P
'Try WIED 1 7
8
M K TE)( STREET LIGHT 17+0&,
STA 14+31 230 LT
shington svvd PER COR STD PLAN OW180 SIDE SEWER TEE
Lake Wa FLIEXIBLE PAVEMENT PATCH (M)
SEE DETAIL ON SHEET SS-3 CONNECTION (TW) SIDE SEWER D 17 50
W/ 2'x2'x1' CONC PAD PER COR STD PLAN HR -23
(TYP)
SEE DETAIL ON SHEET SS-3 CONNECTION @
N: Sillg
931.6
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6 Aw W7
fW 14A9Wif i4
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.........................................................................................................................................................................................................................................................................................
EX GROUND 0 CA OF EX PIPE ACROSS ROADWAY
EX GROUND O'C/L OF PIPE
50
............................................................................................................
...... ............................................................. ................................................. ..................................................... 35 35
17 SEW AF
iF
45
......................................................................... . 30 so
.......................................................................................... ..............
STA 14t3l, CONNECTION Q' .2 Anvar _j
RIM 51.6t SEE DETAL pjM AWJM74
IAW"avw
IE 45.74 (C S) 150 rAcaw
���!.................
40
......................................................... ............................... .......................... .... ....... ............................... . ................................................................... ...............
STA-14+849 26.6 LT-
PER.COR STD PLAN W37
RIM 4M
IE 499 .�80. SNJ
35 Ir
.............................................................................. W.42A ................................................................. ................ 35
..... .......................... ..................................... ................................
M& 5C ME �' Id-
STA 16+32, 19.47 136 LF- r.
PER CDR STD PLAN BR37
Er A. AW
RIM 40.75
W 35.09 �Ifrr NJ ......
30
....................................................................................................................................................... . Ir 30
E 34A S ...................................................... ..............................................
ORM
C9W PIPE SHALL. BE USED WHERE
STA 17+V,, 22.F LT
xg
2002
HOWORTAL SOWAIM TO WATER LNE
PER COR STD PLAN OR37
5 U35 THAN 10 FEET AND VERTICAL.
:RIM 3621
SUMMON 5 LESS -THAN 18 "M IE 30.91
26
..................................... .......................... .........
...................................................................................................... ........................... E X INEE tlr.w) 25
• C cked or Compliance to City Standards
/17 (: S
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1322 Lake Washington Blvd
Sanitary Sewer Extension SS-2
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WK GMETED TRANSITION COUPLING CONC X PVC
MANHOLE AMPLER (ROMAC OR APPROVED EQUAL)
,...#--EX Ir CONCRETE PIPE
Ir PVC STUB AS NEEDED MAINTAIN
TO CONNECT TO SSMH #1 EX SLOPE
A
BUILDING FOOTPRINT
TO `.R VA C41 MIN .0 MIN FFE 41.0
ir mwLwfrnnuf A r. an
STA 14+19, 3� LT
f/�17
V iDA J?A0
9
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4* COMPACTED DEPTI
CRUSHED SURFACING
BASE COURSE
TRENCH RESTORATION
PER COR STANDARDS
SEWER PIPE
FO )—
SEE PROFU
EXAC T DEPTHS
� Z
4" TOPSOIL TYPE 8
MATCH EX GRADE (M)
1. PROTECTION AND RESTORATION
SHALL BE IN ACCORDANCE WITH
1-07.16 CITY OF RENTON
SUPPLEMENTAL SPECIFICATIONS
FOR THE 1996 STANDARD
SPECIFICATIONS,
2. ALL TRENCH RESTORATION SHALL
BE PER THE WRRIENT CITY OF
FUTON TRENCH RESTORATION AND
STREET OVERLAP REQUIREMENTS
ZY U40af STA 15+8Z 30' LT
RAV-57.62 IE 0 P/L 45.V JJ44500007 SHOULDER RESTORATION
IE CONNECTION 37.64
1874C Af E-49 J7 iAP6 _1 NO. SEE DETAIL ABOVE
5A
4450106-1615 r SIDES STUB
5C
TO PROPERTY NE 11�w At STA 14+849 2&(r 6* SIDE SEWER STUB Dr WOE
Cni
CH - Z" "I I'— PER COR SID RIM BR39 GM KAY
Air E=U#O SHALLOW COLLAR TYPE B TO PROPERTY LINE
dw- �w SEE DETAIL 0 SHEET SS-4 PER COR SID BR37 PER COR STD PLAN BR37 STA 16+32 19-4"R
1L= 112.70'
7W SW IF-54.0 L=31.88' V� � MIN 2.0%
L =31.66 1 u D=WlO'49* SEE DETAIL 0 ET SS-3 ,SE -DETAIL- -ON -%W.. SS-.4- ....--SKALLOW 01 C&W TYPE B
At 0 D=01*10'57"
L
LPD ENGINEERING, PLLC J.
7936 SEWARD PARK AVENUE S. N
SEATTLE, WASHINGTON 98118 /SVT
PH: 206.725.1211 FAX: 206.725.1211
1
FXPIRES 5/16/2006
20 0 10 20 411,
19=209
EX CONTOUR (INDEX) 4' C L F-A 66W
EX CONTOUR SIDE SEINER
PROPERTY LINE r SEWER MAIN
SEWER MANHOLE
FLOW DIRECTION
C900 PIPE SHALL BE USED WHERE
HORIZONTAL SEPARATION TO WATER LINE
IS LESS THAN 10 FEET AND VERTICAL
SEPARATION IS LESS THAN 18 INCHES
ALL SEWER MANHOLES IN NONE PAVED
AREAS SHALL HAVE 1 FOOT MIN
CLEARANCE CONCRETE SQUARE COLLAR
U=Vl lvzf WM Z_u I Tr) PER wm�,Ql rl M%j1
U STREET UGHT
D=05*21'16"
L71 SEE DETAIL�,Q� SHEET SS-3
NNW R= 4 -A LF 80
IV
tS3 V 8* A-52% PVC 0 r Br fhw M
AV&S STA 17+67* 22.6- LT
7 a
130 LF To QW2
SHALLOW MANHOLE COLLAR TYPE B
7
PER COR SID PLAN BR37
Ly LW Or"
CONTRACTOR TO EXPOSE
IF ------- SEE DETAIL ON SHEET SS-3
.... ......
------------ CONNECT TO EX PIPE AND VERIFY ELEVATION, SLOPE
AND LOCATION OF EXISTING
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IIIIIIIIIIIIIIIIIIIIIilillilljl
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PAWW 7 *JT a
136 LF 80 C
...... 14+00. 50 15+00
13150 5 0 STUB PRIOR TO CONSTRUCTION
13+00
16+00
8 .52 16+56
--------------------------------
P
'Try WIED 1 7
8
M K TE)( STREET LIGHT 17+0&,
STA 14+31 230 LT
shington svvd PER COR STD PLAN OW180 SIDE SEWER TEE
Lake Wa FLIEXIBLE PAVEMENT PATCH (M)
SEE DETAIL ON SHEET SS-3 CONNECTION (TW) SIDE SEWER D 17 50
W/ 2'x2'x1' CONC PAD PER COR STD PLAN HR -23
(TYP)
SEE DETAIL ON SHEET SS-3 CONNECTION @
N: Sillg
931.6
��aV ................................................................................. W
6 Aw W7
fW 14A9Wif i4
01 ZV711111
ix &OW rLOOOVE-AR
55
.........................................................................................................................................................................................................................................................................................
EX GROUND 0 CA OF EX PIPE ACROSS ROADWAY
EX GROUND O'C/L OF PIPE
50
............................................................................................................
...... ............................................................. ................................................. ..................................................... 35 35
17 SEW AF
iF
45
......................................................................... . 30 so
.......................................................................................... ..............
STA 14t3l, CONNECTION Q' .2 Anvar _j
RIM 51.6t SEE DETAL pjM AWJM74
IAW"avw
IE 45.74 (C S) 150 rAcaw
���!.................
40
......................................................... ............................... .......................... .... ....... ............................... . ................................................................... ...............
STA-14+849 26.6 LT-
PER.COR STD PLAN W37
RIM 4M
IE 499 .�80. SNJ
35 Ir
.............................................................................. W.42A ................................................................. ................ 35
..... .......................... ..................................... ................................
M& 5C ME �' Id-
STA 16+32, 19.47 136 LF- r.
PER CDR STD PLAN BR37
Er A. AW
RIM 40.75
W 35.09 �Ifrr NJ ......
30
....................................................................................................................................................... . Ir 30
E 34A S ...................................................... ..............................................
ORM
C9W PIPE SHALL. BE USED WHERE
STA 17+V,, 22.F LT
xg
2002
HOWORTAL SOWAIM TO WATER LNE
PER COR STD PLAN OR37
5 U35 THAN 10 FEET AND VERTICAL.
:RIM 3621
SUMMON 5 LESS -THAN 18 "M IE 30.91
26
..................................... .......................... .........
...................................................................................................... ........................... E X INEE tlr.w) 25
• C cked or Compliance to City Standards
/17 (: S
79r a
WFV1 V1W
ROLL 1 91�'
a
FR
Kennydale Cafe Sewer Extension o� -25 -05
1322 Lake Washington Blvd
Sanitary Sewer Extension SS-2
Plan and Profile 2- 01 4
0 zarr
5
•
I
e
0
N
VJ
a
a
a
W-Wr W-Wow _W, W0`ty
0 4
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Alm
�CANIrEO APR t L ��'
•
s
7-,.-., /:,., ..
�
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2.5' 1' 1'
MIN MIN MIN MIN MIN
cn
C z °
6.5' MIN.
-W W
C —0 C)
-1-j m -�
X
w a
2.5'
MIN MIN MIN MIN MIN
a, °
2" CLASS 'B'
c' a,
�
FACE OF CURB OR
U) C_ 0
EDGE OF PAVEMENT
cn z
00
0
�
ACP CLASS E OR B
o Cn
. ... 2" CLASS `B'
C7 —�
_0 �`'
* 6" CRUSHED
C: N c�
2 TO 6 SURFACING TOP COURSE
� � 'E
CLASS `E' CENTER LINE OR
0
OR LANE LINE CRUSHED ROCK,
V)
CLASS `B' FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
a
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
C) C7 0
6.5' MIN N. WHEN PERPENDICULAR TO
F'
2" DEPTH OF ROADWAY CENTERLINE
E4
GRIND OR SAWCUT AND REMOVE Y ADOPTED
\
W a
w rn
c
U1 CITY OF FaMWM
♦�
9TANnARD PLANS
�*
r
LS DATE: 12/96
E
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
_
c
c
.
DATE REVISION BY PPR DWG. NAME. HR -23 SP PAGE. H032A
4 �� c
v
CL
1/299 WEB 8 PL.
2' —Opt
1/2 to x 3" x 3/8" NON —SKID PATTERN
CAST INTEGRAL ON TOP
3/4" SQUARES SPACED �, 3/4" CONCRETE
AS INDICATED — HT. 1 /8 -� ,. , ..: •, CLASS 3000
Q
26- -3 /8tt
❑ IND.. •• _
vpot=oc�y
0 25 -1 /4
11
❑ 11 /
0 0
„
—T ..
24 1 r,
to I— ,•
❑ ❑ ❑ 4-3/4
1
❑
12 "0
C
z
w
�
t• FIBER JOINT
RAISE -1/2
�
,t
—
WIDE BORDER PACKING
23--1 /4,r 3/4
1 •,
FRAME (NON— LOCKING) COVER (NON -- LOCKING)
--- - 33-1/4 to
10't
FOR 5/8" -11 N.C. X 1-1/4 "
45' (1/8) BEND
9 o
SECTION A-- A
g
g
g
'
y S.S. SOC. HD. CAP SCREW (3 REQ D.)
5/8" 3/8" 1 -3/8"
„ PIPE MATERIAL AS SPECIFIED �.
8 -3 4 BY THE ENGINEER
/ TYP _
1 /2" TYP. NON—SKID PATTERN
o 2„
1 -1 /4t, 1 t, 2tt 5/8„ t
/2
0 ., .
a
a
1— 7 tt TYP. „ ,�
8
/ 1 SEAT --� �• --2 -1 /2
tt rr �
2-7/8 4 ... .
_1 .. .
s.
a
W
F—
25rt
tr � 0 .. ,
7 , '' fp t
2" RAISED LETTERS AS
7 -3 4"
�o
REQ'D. SEE NOTE N0.3 BELOW SECTION B -B
h
of
UNDERSIDE SHOWN FOR CLARITY
•- '•
3/4" CORE TYP. ON 23" B.C.
15" — — —`
. . N I
DRILL AND TAP 5/8 " -11 N.C. 6�
1 -1 /2 CORE (TYP.) (LOCKING)
PLUG TO BE SEALED
� -' . } �-� IN SAME MANNER AS
ON 23" B.C. (TYP. 3 PL.)
CAST IRON RING AND COVER •'-
•., . ; N I MAIN SEWER JOINTS.
FRAME (LOCKING COVER (LOCKING
_§j
-
NOTES: MANHOLE FRAME AND COVER
NOTE: , z . ,
IN UNIMPROVED AREAS POUR V -0" THICK ' �• ' '` 8 INCH OR 8 INCH CLEAN -OUT
0
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. Y ADOPTED
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. �� �� car or am"M
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), •� )•
2'-00 SQUARE CONCRETE, CLASS 3000, PAD AROUND Y
RING AND COVER. ` � or M,�
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING ♦ •
0
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). � p�
er DAIS: 12/96
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. WASH PLANS
LW DAIM 12/96
10/17 Edited 11-0 DCN AG
- DATE REVISION 13Y PRw DWG. NAME: BR29 SP PAGE: 8074
AG
�� A0°�° f Ot~' REVISION DWG. NAME: BW 18B SP PAGE: 8076 it
• Checked for Compliance to City Standards
• Kennydale Cafe Sewer Extension ""°
01 -25 -05
1322 Lake Washington Blvd OIR
Sanitary Sewer Notes and Details
SS-3
a� ,Am Ah � 3 4
W-Wr W-Wow _W, W0`ty
0 4
ROLL 1'9,.�
FR
Alm
�CANIrEO APR t L ��'
•
s
7-,.-., /:,., ..
•
O
N
�a
9
9
a
1
p J
_0
>, FOUNDATION LEVEL B
C:N t A a
Y C:
0 (CLASS B. Co, D. DESIGN)
V)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
Zzz CL. 1-0
• "
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
*
*
V) i
0
B
1/4 O.D.
1/2 O.D.
NOTES:
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
BACKFILL
W SEE
(
NOTE 4 )
LIMITS OF PIPE ZONE
1.
PROVIDE UNIFORM SUPPORT UNDER BARREL.
134
154
PROPERTY LINE
178
177
MATERIAL
70
90
110
130
150
169
187
186
184
183
SEE NOTE 5
106
125
145
2.
HAND TAMP UNDER HAUNCHES.
195
193
191
189
187
186
141
161
6
200
202
199
1971
195
193
191
CONCRETE CLASS C
176
196
214
3.
COMPACT BEDDING MATERIAL TO 957 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
202
200
6 —O "
198
194
(SEE NOTE 8)
211
220
215
211
HAND TAMP ONLY,
1 205
0
FUTURE
198
197
195
227
221
217
4.
SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
6" BUILDING SEWER PIPE
205
BUILDING SEWER
201
• --
FOUNDATION LEVEL
227
222
218
214
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH W AND TRENCHING OPTIONS.
I
206
204
0z
C�
.+.�
199
•.
:: , '• '
� .
B
215
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1 /2 I.D. + 18 ,
210
w
206
c -0
202
201
• '
'' ' '
'
z
2 "x 4" STUD SERVICE MARKER PAINT UPPER
0 ?`
(CLASS
A DESIGN)
5.
TRENCH BACKFILL SHALL CONFORM TO BACKFILLING SEWER TRENCHES' IN THE
TEE WITH 6" SIDE OUTLET
J
PORTION WHITE ANS STENCIL ON SIDE
X M
-�
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
WORDING "SEWER" WITH 3'� HIGH BLACK LETTERS.
BACKFILL MATERIAL.
AND #6 WIRE WRAPPED AROUND THE STUD AND
o
��
6 S I DE SEWER AND BUILDING SEWER
u
EXTENDED TO THE TOP OF THE STUD.
—j
W (SEE
NOTE 4)
LIMITS OF PIPE ZONE
6.
SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
Li
Ir
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
a
•C
-�
o
BACKFILL MATERIAL
7.
SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
p
(SEE NOTE 5)
s '
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
D
U
(D
BEDDING MATERIAL
8.
PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
N
FOR RIGID PIPE
MAINTAINED.
60 ALLOWABLE MAX.
PLAIN AND REINFORCED CONCRETE D1 PIPE AND C1
VITRIFIED CLAY, ,
°? 'o
V)
(SEE NOTE fi)
FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
p J
_0
>, FOUNDATION LEVEL B
C:N t A a
Y C:
0 (CLASS B. Co, D. DESIGN)
V)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
Zzz CL. 1-0
• "
OR DUCTILE IRON PIPE.
1: 3:5 MIX
CONCRETE �P-�• �,, G�,E, GG�
BLOCKING
GON 2% MIN SLOPE
6" SIDE OUTLET TEE HORIZONTAL
SEWER MAIN
6" MIN. SEWER MAIN
o CONCRETE BLACKING ANGLE
G%4 4 0 BEDDING MATERIAL * A 4 MIN. 27 I.D. AND UNDER OF TEE AT MAIN OVER 2.5 TYPICAL SIDE SEWER ELEVATION
Q FOR FLEXIBLE PIPE 6 " MIN. OVER 27 STANDARD SIDE SEW R INSTALLATION
I.D. ELEVATION
U (SEE NOTE 7) PIPE BEDDING FOR SANITARY SEATER
(SEW ER MAIN TO PROPERTY LINE)
-� Y
[--� W
CL
FOUNDATION LEVEL ��" -Y o� ADOP'T'ED NOTE: �� p� ADOPTED
�+ A �� errlr °F ETON UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY ♦� `r OF BERM
01 r Uri �8 LINE OR 3 -5 LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. FrANDMW PIAM
•- ( CLASS F DESIGN) F N T 1T DATE: 4/97 ITT AAT
N T
0 4-4-97 Corrected note 4 pCV D7 F l�: 12/96
BEDDING FOR FLEXIBLE PIPE 2 -21 -9t RevbW notes, 4A7,& & Added note 6 KJ - - -- 10/17/06 Edited note. DCV AG
DATE REVISION BY PPR DWG. NAME: BW 18C SP PAGE: B077 DATE REVISION BY PR DWG. NAME: BR39 SP PAGE: 8078
� c
0
a
24% 6" FRAME AND LIP
ga
PER DRAWING BR29.
�3 1--
Q
° LENGTH FT
W 0
a. 50
100
150
V 200
0 1 0 250
91 300
' lb Z 350
°o 400
450
Jim]]
11111
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
*
*
ZERO
0
B
1/4 O.D.
1/2 O.D.
1 /8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1 /8 O.D.
PE
O.D.
—
OR DUCTILE IRON PIPE.
1: 3:5 MIX
CONCRETE �P-�• �,, G�,E, GG�
BLOCKING
GON 2% MIN SLOPE
6" SIDE OUTLET TEE HORIZONTAL
SEWER MAIN
6" MIN. SEWER MAIN
o CONCRETE BLACKING ANGLE
G%4 4 0 BEDDING MATERIAL * A 4 MIN. 27 I.D. AND UNDER OF TEE AT MAIN OVER 2.5 TYPICAL SIDE SEWER ELEVATION
Q FOR FLEXIBLE PIPE 6 " MIN. OVER 27 STANDARD SIDE SEW R INSTALLATION
I.D. ELEVATION
U (SEE NOTE 7) PIPE BEDDING FOR SANITARY SEATER
(SEW ER MAIN TO PROPERTY LINE)
-� Y
[--� W
CL
FOUNDATION LEVEL ��" -Y o� ADOP'T'ED NOTE: �� p� ADOPTED
�+ A �� errlr °F ETON UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY ♦� `r OF BERM
01 r Uri �8 LINE OR 3 -5 LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. FrANDMW PIAM
•- ( CLASS F DESIGN) F N T 1T DATE: 4/97 ITT AAT
N T
0 4-4-97 Corrected note 4 pCV D7 F l�: 12/96
BEDDING FOR FLEXIBLE PIPE 2 -21 -9t RevbW notes, 4A7,& & Added note 6 KJ - - -- 10/17/06 Edited note. DCV AG
DATE REVISION BY PPR DWG. NAME: BW 18C SP PAGE: B077 DATE REVISION BY PR DWG. NAME: BR39 SP PAGE: 8078
� c
0
a
24% 6" FRAME AND LIP
ga
PER DRAWING BR29.
�3 1--
Q
° LENGTH FT
W 0
a. 50
100
150
V 200
0 1 0 250
91 300
' lb Z 350
°o 400
450
Jim]]
11111
PIPE
0
50
100
150
2001
250
300
m
400
450
500
0
'
o
59
0
99
119
6 IN. DIAMETER
PIPE
0
50
100
150
2001
250
300
350
400
450
500
0
20
40
59
79
99
119
139
158
170
170
35
55
75
95
114
134
154
174
178
177
177
70
90
110
130
150
169
187
186
184
183
182
106
125
145
165
185
195
193
191
189
187
186
141
161
1801
200
202
199
1971
195
193
191
190
176
196
214
209
205
202
200
198
198
194
193
211
220
215
211
208
1 205
202
200
198
197
195
227
221
217
213
210
207
205
202
201
199
197
227
222
218
214
211
209
206
204
202
201
199
227
222
219
215
213
210
208
206
1204
202
201
TIME SECONDS
SECONDS
6 IN. DIAMETER
PIPE
0
50
100
150
200
250
300
350
400
450
500
0
20
40
59
79
99
119
139
158
170
170
55
75
95
114
1341
154
174
1921
190
188
186
110
130
150
169
1891
209
210
207
203
201
198
165
185
205
224
233
227
222
217
214
210
208
220
240
257
248
241
235
230
225
222
218
215
275
271
261
253
247
241
236
232
228
225
222
283
273
284
257
251
246
241
237
233
230
227
283
274
267
260
254
249
245
241
237
234
231
283
275
269
263
257
252
248
244
241
238
235
283
276
270
264
2591
2551
251
247
244
2411
238
TIME
SECONDS
6 IN. DIAMETER
PIPE
0
w
LENGTH FT
0
W
50
100
150
c
200
0
z
250
300
N
350
400
450
99
119
6 IN. DIAMETER
PIPE
0
W
a
LENGTH(FT)
0
a.
W
50
100
150
c
200
250
300
_z
350
40
400
450
99
119
6 IN. DIAMETER
PIPE
0
50
100
150
200
250
300
350
400
450
500
0
20
40
59
79
99
119
139
158
170
170
79
99
119
139
158
178
198
208
204
201
198
158
178
1981
218
238
246
238
232
227
222
219
238
257
277
283
272
263
255
2481
243
238
234
317
321
306
294
283
275
267
261
255
250
246
340
325
312
301
291
283
276
270
264
259
255
340
327
316
306
298
290
283
277
272
267
263
340
329
319
310
302
295
2891
283
278
274
269
340
330
321
313
306
300
294
288
283
279
275
3401
3311
323
316 1
309
303
298
292
288
283
279
TIME
SECONDS
6 IN. DIAMETER
PIPE
0
50
100
150
200
250
300
350
400
450
500
0
20
40
59
79
99
119
139
158
170
170
124
1441
163
183
203
223
243
237
231
225
221
247
267
287
307
312
298
286
276
268
261
255
371
391
371
352
336
323
312
302
293
286
279
425
402
383
366
352
340
329
320
312
304
298
425
406
390
376
363
352
342
333
326
318
312
425
409
395
383
371
361
352
344
336
329
323
425
411
399
388
378
368
360
352
345
338
332
4251
4131
4021
392
383
374
366
359
352
346
340
4251
4141
4041
3951
387
379
3711
365
1 358
352
1 347
TIME
SECONDS
co
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
,,. 4" IN TO STEPS OR EQUAL.
12" M MAX. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
Id A
ao 3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
24" Q CONCRETE.
� 5. OPENING SHOULD BE ON DOWNSTREAM SIDE,
in 6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR -d A 00
. 12" O SURFACES, INCLUDING CHANNELING, COATED (SEALED)
cv WITH A HIGH SOLIDS URETHANE COATING;
w WASSER MC— CONSEAL OR APPROVED EQUAL;
M Z COLOR OF COATING SHALL BE WHITE.
Q 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
Q iv WITH ASTM C-443.
" " > '� 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
4 54 DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
A 44 a t b
ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL.
v A
d° a a a
. 4 d s i
. ,
• . s
4 . • 0 ,
i A
V"
PROCEDURE:
SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. AIR TEST TABLE (LOW PRESSURE)
ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR FOR SEWER MAINS SANITARY A MANHOLE TYPE H
AS REQUIRED. TIME THE DROP FROM 3.5 P.S.I.G. ADOPTED Al SEWER NAI�IOIFS IN N01� P�MIED Y
TO 2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE V AD �ro� � Swi L HAVE 1 FOOT W o ADOPTED
CONCRETE SQt�W COLLAR cam or o TIME IN SECONDS FROM THE TABLES. � �
•� �•
........................... .
FLAW PLAW
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12 REFORMAT TO 11"07' DO DWG. NAME: BR07 SP PAGE: B083 3 �� NQ= =V DWG. NAME: BR37 P PA •
DATE I REVISION PR
I S GE. 8072
• Checked for Compliance to City Standards
• Kennydale Cafe Sewer Extension
01 -25 -05
1322 Lake Washington Blvd
Sanitary Sewer Notes and Details
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Vicnity Map
NOT TO SCALE
Project Locati(
Horizontal Control
NOT TO SCALE
m
`FND MON IN CASE W/
/ BRASS PIN CITY MON
3.5' BRASS RISK AT THE NW CORNER
11836 12 -29 -04
OF CONC. BASE OF SIGNAL BRIDGE
`/
N 01'46'15' E MON IN CASE NORTH 1/4
664.81' CORNER OF 5 -23-05
CALC PER CITY
CONTACT: MIKE LUNA
N 89'0552' W
DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR ,
EL= 37.254 FEET NAVD 88
a0
a
Basis of Bearing
R/R SPIKE SET IN POWER POLE
a
a
AT SOUTHWEST CORNER OF SITE
UNDER RECORDING NUMBER
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KING COUNTY AUDITOR (ROS)
e
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Vicnity Map
NOT TO SCALE
Project Locati(
Horizontal Control
NOT TO SCALE
CITY OF RENTON BENCHMARK #2177
`FND MON IN CASE W/
/ BRASS PIN CITY MON
3.5' BRASS RISK AT THE NW CORNER
11836 12 -29 -04
OF CONC. BASE OF SIGNAL BRIDGE
`/
N 01'46'15' E MON IN CASE NORTH 1/4
664.81' CORNER OF 5 -23-05
CALC PER CITY
CONTACT: MIKE LUNA
N 89'0552' W
DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR ,
�
FND MON IN CASE s
W/ BRASS NAIL °8
NORTHWEST CORNER '9
OF 5 -23 -05 <`
CITY MON $1886
12 -29 -04
FOUND MON J
IN CASE
CL OF LAKE y
WASH. BLVD
7 -27 -D4
FOUND MON
IN CASE
CL OF LAKE
= 858.52'
WASH. BLVD
1514.70' 7 -27 -D4
=32' 28. 29'
N 8851'35' W
MON IN CASE
ON SOUTH LINE
CALC PER ROS
• Checked for Compliance to City Standards
bvwaC
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1/4 ITV CORNER F
1/4 CORNER OF
5 -23 -05
CALC PER CITY
MON IN CASE SOUTH
1/4 OF 5 -23 -05
CALC PER ROS
S 89'36'08' E 2649,45'
MON IN CASE SOUTHEAST
CORNER 5 -23 -05
CALC PER CITY
SE 1/4, SW 1/4, 5 SEC., T23.N., R. 5 E., W.M.
Surveyor Vertical Datum
SADLER- BARNARD & ASSOC. INC.
CITY OF RENTON BENCHMARK #2177
12714 VALLEY AVE. E SUITE B
3.5' BRASS RISK AT THE NW CORNER
SUMNER, WA 98390
OF CONC. BASE OF SIGNAL BRIDGE
(253) 826 -8135
AT THE R/R CROSSING AT THE
CONTACT: MIKE LUNA
NORTH ENTRANCE OF COULON PARK
DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR ,
EL= 37.254 FEET NAVD 88
Site Benchmark
Basis of Bearing
R/R SPIKE SET IN POWER POLE
RECORD OF SURVEY AS RECORDED
AT SOUTHWEST CORNER OF SITE
UNDER RECORDING NUMBER
EL =51.60
9901159003, RECORDS OF THE
KING COUNTY AUDITOR (ROS)
Legal Description
NORTH 75 FEET OF LOTS 312 THROUGH 315 OF THE PLAT OF CD HILLMAN'S
LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 5, RECORDED IN VOLUME
11, PAGE 83 RECORDS OF KING. COUNTY, WASHINGTON, TOGETHER WITH THE
SOUTHERLY 30 FEET OF MORGAN AVE. (TO BE VACATED)
Civil Sheet Index
SS -1 COVER SHEET
SS -2 SANITARY SEWER EXTENSION PLAN AND PROFILE
SS -3 SANITARY SEWER EXTENSION DETAILS
SS -4 SANITARY SEWER EXTENSION DETAILS
Construction Sequence
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN
THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE.
2. VERIFY °VEIWA AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND. UTILITIES. CONTACT ALL UTILITY
COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS
1- 80D- 424`5555.
3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION.
4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS.
5. INSTALL STABILM CONSTRUCTION ENTRANCE
6. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN.
7. INSTALL OFFSITE CATCH BASIN PROTECTION.
B. CLEAR & GRUB AREAS OF THE SITE TO BE ROUGH GRADED OF FILLED.
9. CONSTRUCT SEDIMENT INTERCEPTOR SWALES AND CHECK DAMS.
10. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED.
11. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT ACCESS DRIVE SUB -GRADE AS INDICATED ON
THE DRAWINGS. INSTALL STORM CONVEYANCE SYSTEM. DIRECT ALL SURFACE WATER TO THE PROPOSED CATCH
BASIN. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE
GRADING OPERATIONS. USE CATCH WIN SEDIMENT FILTERS TO CAPTURE SEDIMENT PRIOR TO DISCHARGE
12. INSTALL NEW UTILITIES PER THE DRAWINGS.
A WET TAPS TO THE CITY OF RENTON WATER SYSTEM SHALL BE MADE BY A CITY APPROVED SUBCONTRACTOR.
B. THE CITY OF RENTON SHALL INSTALL THE DOMESTIC WATER METERS.
13. FINISH GRADE SITE AND 'CON SiRUCT ASPHALT PAVING AREAS, ACCESS DRIVES SIDEWALKS, -CURBS AND GUTTERS.
14. COMPLETE STABILIZATION IN ACCORDANCE WITH.. LANDSCAPE PLANS.
15. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS AND DISPOSE OF IN AN
AUTHOREffD LOCATION AT NO COST TO THE OWNER.
16, CLEAN SFORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS.
17. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED.
FmAien Control Notes
1.
2.
3.
4.
5
6.'
7.
A PRE - CONSTRUCTION MEETING MUST BE
i DESIGN ENGINEER.
7N AS PRESCRIBED ON THE PLAN SHALL BE
UCTION.
IMENT FACILITIES, SHALL BE MAINTAINED IN A
G AND /OR CONSTRUCTION, IS COMPLETED•AND
aLEMENTAHON, MAINTENANCE, REPLACEMENT AND
i SHALL 13E THE RESPONSIBILITY- OF THE PERMITTEE
ICTED ON THIS DRAWING ARE INTENDED TO BE
IITIONS.;AS CONSTRUCTION PROGRESSES AND
Sanitary Sewer Notes and Specifications
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CRY OF
RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSOOT /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 PAL ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT
AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHAM BE APPROVED BY THE
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE
DEPARTMENT; AND 911 SHALL BE NOTIFIED 24 HOURS iN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
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 STALL 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: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR
TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN
ADVANCE OF BACKFlLUNG 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,
7. IT SHALL BE THE RESPONSIBILIY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
PERMITS PRIOR TO ANY CONSTRUCTION.
8. 'PLANS APPROVED BY THE CITY OF RENTON; PUBUC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL
OTHER PLANS.
IRING.THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY
0 ADDRESS ANY NEW CONDITIONS THAT MAY CREATED BY HIS ACTIVITIES AND TO
FACILILIFS,.OVER AND ABOVE .MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT
SAND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. .
.z 's
'LAN :IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN
DRAINAGE DESIGN, SIZE NOR' LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR ,
, I:!„ek,�
RIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT: DISTURBED SOIL AREAS
I SQUARE FEET, THAT ARE TO BE LEFF UNWORKED FOR MORE THAN TWELVE (12) HOURS,
BY MULCH, SODDING, OR PLASTIC COVERING.
HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED ' FOR
"A rtKIUU ur . DAYS OR MORE, -D
GRASS PLANTING OR OTHER APPROVED' EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR 1N
QUESTION. 'GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH
SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE '
PERMRTTEE.BUT MUST BE AUGMENTED WITH MULCHING, NETIING, OR OTHER TREATMENT APPROVED BY THE
o
CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD.
n
8. FOR ALL EROSION / SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A
FENCE. A MINIMUM OF 3 FEET HIGH IS REQUIRED. WITH 3:1 SIDE' SLOPES.
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Connection Detail
NTS
GPK GASKETED TRANSITION COUPLING CONC X
' MANHOLE ADAPTER �(ROMAC OR APPROVED EQUAL)
,,-EX 8' CONCRETE
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`8' PVC STUB AS NEEDED
MAINTAIN
TO CONNECT TO SSMH #1 EX SLOPE
BUILDING FOOTPRINT -
\ \ r
\ MIN FFE 41.0
\ MIN FEE; 6.0 STA 14+19, 34 LT
\ \ b \ IE CONNECTION145.66 A E i nl i
= IE 0 P/L 45 3344,50070
6' SIDE SEW STUB J 54-' M e 'g
- \ TO PROPERTY uLJNE
o PER CDR STD , LAN BR39 STA 14 +84, 26.6 T
\ , \ ti i " I SEE DETAIL 0 .SHEET SS -4 SHALLOW MANHO COLLAR TYPE
1, £s z : - 1 112.70' MIN 2.0% PER COR STD P N BR37
_ " : _ \ L= 31.88' - sr = D= 04'10'49° ( SEE DETAL ON SHEET SS -3
t 3i.66'
i D =01''0'27° D= 01'10'57° _ _ -k - '— - _
1 - -� L= 144.3fi D= 05.21'16" +'-" i LF 8' PV(; / /:
1, - R= 754470 LF 8° PVN..C" -mw
........ J /•t9LF
1\ 130 LF,1tE
SiR ""i1Gt1F -- p ins f ? --
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13 +oD 28
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z _-- - - - STA 14+31, -23.8' LT I T v1 r - ---
PT� PER COR STD PLAN BW18B LSIDE SEWER TEE
Lake T SEE DETAIL ON SHEET SS -3 CONNECTION (TYP) PER COR PAVEMENT PATCH (TYP)
W/ 2'X A' CONC PAD PER COR STD PLAN HR 23
cFC ncren (1N SHFfT SS -�
NT
PVC
PIPE
STA 15+
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IE CONNE
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V SIDE
B TO PRO
PER COR
MIN 2.0%
55
50
45
40
35
30
25 ... . :. .. .. ....:...... ...:.........: .
• C eked for Compliance to City Standards/
/I�Pr7Q '7� (? -a-x
Ww►� -J� -3d �'G
E., W°M.
Shoulder Restoration Detail ��\ J. p
UD ENGINEERING, PLLC J
4' TOPSOIL TYPE B 7936 SEWARD PARK AVENUE S.
0 4' WIDE SHOULDER MATCH IX GRADE (TYP) SEATTLE, WASHINGTON 98118
o OR HATCH IX GRAVEL PH: 206.725.1211 FAX: 206.725.1211 NALGO •25'
EXPIRES 5/16/2006
4' COMPACTED DEPTH) NOTES' I ` _ 20 0 10 20 40
CRUSHED SURFACING 1• PROTECTION AND RESTORATION
BASE COURSE SHALL BE IN ACCORDANCE WITH
TRENCH RESTORATION 1- 07:16 CM OF REMON
PER CAR STANDARDS SUPPLEMENTAL SPECIFICATIONS SCSI@ 1 '020
FOR THE 1996 STANDARD 1
SEWER PIPE (IYP Q SPECIFCATIONS: Legend
SEE PROFILE DEPTHS DR 2. ALL TRENCH RESTORATION SHALL t7�< - - EX CONTOUR (INDEX) 4° CLEANOUT
BE PER THE CURRENT CITY OF -
RENTON TRENCH RESTORATION' AND EX CONTOUR SIDE SEWER
STREET OVERLAP REQUIREMENTS - /-
- - - — PROPERTY LINE \ \\\ SEWER MAIN
MANHOLE
8C. T10 3764 SHOULDER ABOVE FLOW FLOW DIRECTION
SEE DETAIL ABOVE - C900 PIPE
SEWER SfU -- - - x rn/va HORIZONTAL SEPARATIONSTO WATER LINE
PERTY LINE alb IS LESS THAN 10 FEET AND VERTICAL ALL SEWER MANHOLES IN NONE PAVED
S@ PLAN BR37 STA 16+32, 19:4 L SEPARATION IS LESS THAN 18 INCHES AREAS MOM 1 -.FOOT MIN
DE�AI�.ON_SH€LT- - SHALLOW MANHOLE CO TYPE B CLEARAVL't CONCRETE SQUARE COLLAR
- --- -- -PER"IX)tiW STD PLAN BR37
SEE DETAIL`ON SHEET SS-3 EX STREET LIGHT
"Sr AW .W 8819' 644 Manhole
-, 4.;.20 —i ___ } /2ms
= r s r .¢ , 9 STA 17 +67, 22.6 LT
= rte• s e ' 2 —I SHALLOW MANHOLE COLLAR TYPE 8
`1 PER CDR StD PLAN BR37
-- -- ________ s CONTRACTOR TO EXPOSE
- _ SEE DETAIL ON SHEET SS -3 AND VERIFY ELEVATION, SLOPE
_— CONNECT TO IX PIPE
- -- ' "" AND LOCATION OFEXISBNG
STUB PRIOR TO CONSTRUCTION
46 uF
- -- -
C9
16 +_00 `{ --- 3'6�• 2.68% z-- _ i"5
- 16 5b
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17 +50
ER
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.......... ........ .... ......... ...... .
..... ... ............
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IX GROUND 6 C/L OF EX PIKE ACROSS ROADWAY
.. ..: . ".
EX GROUND *:C /L OF PIPE 3
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36
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PVC ® o. _
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`CONNECTION : t
tx sum nunHa�� .
1+31 23.8 LT
_ S
SE DETAIL ABOVE 1
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IE 45.74 (8° S)"(f:g °
°../C A
A4D,}1X777.iB.
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54' Manhole -
-
- '
STA- '14 +$4, 26.6 LT' -
- -
'
PER:COR STD PLAN DR37
RIM Ht q'8.25 -
- -
35
...... ........IE.4$89.f8 S�.y�:n ...... - ...... .
..... . :..... ................. P
Pv .. ...
STA 16 +32 19 4 LT
®_�
t A ". )
PER 0.7 STD ALAN BR37 I
IX ffwEe aiaE
A t
RIM €
30
off: 7 i L3E0 (.OERTIPY . _ E
M.99- F
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THE A G F __R F A "E 5 N WORK PERFORMEED IN ACCQR� : CE
SEPARATION IS LESS'THAN i8 INCHES I
IE�gg1 (8 N 30 b+2
6"I -N CAF: t. r,AL..Y ACCEFT " � ONAt $tiP...EY PRACTICE. WE MAKE NO �
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30.5
L17 & L AS-IB U I LT NOTES;
✓ - ¢wwsr, 1•) FV= FieldVerlfe( iH�r+•�ation
DALE G. OARS P.L.S. L. 19635
;.) LF'Pip4; -Om ctiein L %n earFeeT` Kennydale Cafe Sewer Extension 01 -25 -05
t� K+easu�e�lron� centeree.+ter ofsruGteS 1322 Lake Washington Blvd
SAD'.ER /BARNARD and ASSOC., Inc. " i• fII"�0
92715 VALLEY AVENUE E., SUITE "B" 1�
S53)82t WASHINGTON 135 (88)941 9$300 January Sealer Extension SS-2
(253) $Z6 8135 {$8$) 949 -959Ei y
11- 13 -,Aoo7 , AS-BUI .i WING Plan and Profile' 2 -4
SCANNED OCT 2 7 2006; tea: s- szzoo6 C4D" S _ ,?? 2ocZ SCANNED APR 22 ZOCT'
J .7 9"1 3 °i• e�i r
ee
1
SCANNED OCT 2 7 2006; tea: s- szzoo6 C4D" S _ ,?? 2ocZ SCANNED APR 22 ZOCT'
J .7 9"1 3 °i• e�i r
ee
1