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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 ewss 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, RESTRICTOR% 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 TDAWAY 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 RANNING/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:KFILLING 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.
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7936 SEWARD PARK AVENUE S.
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PH: 206.725.1211 FAX: 206.725.1211
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SUPPLEMENTAL SPECIFICATIONS
FOR THE 1996 STANDARD
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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 LF-A66W
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 COLLARU=Vl lvzf WM Z_u I Tr) PER wm,Ql rl M%j1 U STREET UGHTD=05*21'16" L71 SEE DETAIL,Q SHEET SS-3NNWR= 4 -A LF 80 IVtS3V8* A-52% PVC 0 r Br fhw M
AV&S STA 17+67* 22.6- LT7a130LFToQW2SHALLOWMANHOLECOLLAR TYPE B7
PER COR SID PLAN BR37LyLWOr" 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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ORMC9WPIPESHALL. BE USED WHERE STA 17+V,, 22.F LT
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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' LTRAV--57.62 IE 0 P/L 45.V JJ44500007 SHOULDER RESTORATIONIECONNECTION37.641874CAfE-49 J7 iAP6 _1 NO. SEE DETAIL ABOVE5A
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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 COLLARU=Vl lvzf WM Z_u I Tr) PER wm,Ql rl M%j1 U STREET UGHTD=05*21'16" L71 SEE DETAIL,Q SHEET SS-3NNWR= 4 -A LF 80 IVtS3V8* A-52% PVC 0 r Br fhw M
AV&S STA 17+67* 22.6- LT7a130LFToQW2SHALLOWMANHOLE COLLAR TYPE B7
PER COR SID PLAN BR37LyLWOr" 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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shington svvd PER COR STD PLAN OW180 SIDE SEWER TEELakeWa FLIEXIBLE PAVEMENT PATCH (M) SEE DETAIL ON SHEET SS-3 CONNECTION (TW) SIDE SEWER D 17 50W/ 2'x2'x1' CONC PAD PER COR STD PLAN HR -23 TYP) SEE DETAIL ON SHEET SS-3 CONNECTION @
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EX GROUND 0 CA OF EX PIPE ACROSS ROADWAY
EX GROUND O'C/L OF PIPE50 35 35
17 SEW AF
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STA 14t3l, CONNECTION Q' .2 Anvar _j
RIM 51.6t SEE DETAL pjM AWJM74
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SNJ35IrW.42A ................................................................. ................ 35
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PER CDR STD PLAN BR37 Er A. AWRIM40.75
W 35.09 Ifrr NJ ...... 30 Ir 30E34AS ...................................................... ..............................................
ORMC9WPIPESHALL. BE USED WHERE STA 17+V,, 22.F LT
xg
2002
HOWORTAL SOWAIM TO WATER LNE PER COR STD PLAN OR375U35THAN10FEETANDVERTICAL. RIM 3621SUMMON5LESS -THAN 18 "M IE 30.9126EXINEE tlr.w) 25
C cked or Compliance to City Standards
17 (: S
79r a
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ROLL 1 91'
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Kennydale Cafe Sewer Extension o -25 -05
1322 Lake Washington Blvd
Sanitary Sewer Extension SS-2
Plan and Profile 2- 01
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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 BoCn2" CLASS `B'
C7 —
0 `' 6" CRUSHED
C: N c 2 TO 6 SURFACING TOP COURSE
E CLASS `E' CENTER LINE OR
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V) CLASS `B' FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
a
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
C) C7 0 6.5' MINN. WHEN PERPENDICULAR TO
F' 2" DEPTH OF ROADWAY CENTERLINE
E-4 GRIND OR SAWCUT AND REMOVE Y ADOPTED
W a
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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
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CL 1/299 WEB 8 PL. 2' —Opt
1/2to
x 3" x 3/8" NON —SKID PATTERN
CAST INTEGRAL ON TOP
3/4" SQUARES SPACED , 3/4" CONCRETEASINDICATED — HT. 1 /8 - ,. , ..: •, CLASS 3000
Q 26- -3 /8tt
IND.. •• _
vpot=oc y
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0 0
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12 "0C
z
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WIDE BORDER PACKING
23--1 /4,r 3/4 1 •,
FRAME (NON— LOCKING) COVER (NON -- LOCKING) 33-1/4to 10't
FOR 5/8" -11 N.C. X 1-1/4 "
45' (1/8) BEND
9o
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 ENGINEERTYP _ 1 /2" TYP. NON—SKID PATTERN
o 2„ 1 -1 /4t,
1 t, 2tt 5/8„
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of
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE TYP. ON 23" B.C. 15" — — —` N IDRILLANDTAP5/8 " -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. ` orM,
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 AGA0°° fOt~'
REVISION DWG. NAME: BW 18B SP PAGE: 8076it
Checked for Compliance to City Standards
Kennydale Cafe Sewer Extension ""° 01 -25 -051322LakeWashingtonBlvdOIR
Sanitary Sewer Notes and Details SS-3
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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 WAND 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 ANDo6SIDESEWERANDBUILDINGSEWERuEXTENDEDTOTHETOPOFTHESTUD. j
W (SEE NOTE 4) LIMITS OF PIPE ZONE 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE Li IrSTANDARDSPECIFICATIONSFORTHEMATERIALSPECIFICATIONS. aC
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 C1VITRIFIEDCLAY, ,
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
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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 INSTALLATIONI.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 AATNT04-4-97 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 INSTALLATIONI.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 AATNT04-4-97 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
300z
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 Ad° a a a
4
d
s i
s4 . • 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 HASREQUIRED. TIME THE DROP FROM 3.5 P.S.I.G.
ADOPTED Al SEWER NAI IOIFS IN N01 PMIED YTO2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE V
AD ro Swi L HAVE 1 FOOT W o ADOPTED
CONCRETE SQt W COLLAR cam oroTIMEINSECONDSFROMTHETABLES.
FLAW PLAW
Tar DAIS: 12/96 Tar 2 /e
10/17 EaTEO No1FS ocv AG
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 -051322LakeWashingtonBlvd
Sanitary Sewer Notes and Details SS-4
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IN
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 1/4664.81' 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
a0a
Basis of Bearing
R/R SPIKE SET IN POWER POLE
a
a
AT SOUTHWEST CORNER OF SITE UNDER RECORDING NUMBER
ac
S0
KING COUNTY AUDITOR (ROS)
e
AV
Ui
F
o
Fill
IN
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 1/4664.81' 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 yWASH. BLVD
7 -27 -D4
FOUND MON
IN CASE
CLOF 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
w
1/4
ITV
CORNER F1/4 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 RISKATTHE 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 OFTHE
KING COUNTY AUDITOR (ROS)
Legal Description
NORTH 75 FEET OF LOTS 312THROUGH 315 OF THE PLAT OF CD HILLMAN'S
LAKE WASHINGTON GARDEN OF EDEN, DIVISION NO. 5, RECORDED IN VOLUME11, PAGE 83 RECORDS OF KING. COUNTY, WASHINGTON, TOGETHER WITH THESOUTHERLY30FEETOFMORGANAVE. (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 OFRENTON, THE APPLICANTAND THE APPLICANTS CONSTRUCTION REPRESENTATIVE.
2. VERIFY °VEIWA AND HORIZONTAL LOCATIONS OFALL EXISTING UNDERGROUND. UTILITIES. CONTACT ALL UTILITYCOMPANIESTHATMAYBEEFFECTEDBYTHEPROPOSEDCONSTRUCTION. THE ONE CALL NUMBER IS
1- 80D- 424`5555.
3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION.
4. VERIFY GRADES PRIORTO 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. INSTALLSTORM CONVEYANCE SYSTEM. DIRECT ALL SURFACE WATER TO THE PROPOSED CATCHBASIN. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWEDTO LEAVE THE SITE AT ANY TIME DURING THEGRADINGOPERATIONS. USE CATCH WIN SEDIMENT FILTERSTO CAPTURE SEDIMENT PRIOR TO DISCHARGE
12. INSTALL NEW UTILITIES PER THE DRAWINGS.
A WETTAPS TO THE CITY OF RENTON WATER SYSTEM SHALL BE MADE BYA CITYAPPROVED SUBCONTRACTOR.
B. THE CITY OF RENTON SHALL INSTALL THE DOMESTIC WATER METERS.
13. FINISH GRADE SITE AND 'CONSiRUCT 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 LOCATIONAT NO COSTTO THE OWNER.
16, CLEAN SFORM DRAINAGE SYSTEM OF ALLSEDIMENT AND DEBRIS.
17. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE ISCOMPLETELY 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 BEUCTION.
IMENT FACILITIES, SHALL BE MAINTAINED IN A
G AND /OR CONSTRUCTION, IS COMPLETED•AND
aLEMENTAHON, MAINTENANCE, REPLACEMENT AND
i SHALL 13E THE RESPONSIBILITY- OFTHE 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 OFRENTONUTILITYDEPARTMENTANDTHELATESTEDITIONOFTHEWSOOT /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 ONWEEKDAYSUNLESSOTHERWISEAPPROVEDINWRITINGBYTHEPLANNING /BUILDING /PUBLIC WORKS DEPARTMENTAT235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHAMBE APPROVED BY THEPLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIREDEPARTMENT; 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 PUBLICWORKSCONSTRUCTION' 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 BETHE CONTRACTOR'SRESPONSIBILITY' 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 NEWCONSTRUCTION: IT SHALL BETHE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIORTOSTARTINGCONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OFRENTON.) 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; PUBUCWORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL
OTHER PLANS.
IRING.THECOURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY
0 ADDRESS ANY NEW CONDITIONSTHAT 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 AREASISQUAREFEET, THAT ARE TO BE LEFF UNWORKED FOR MORE THAN TWELVE (12) HOURS,
BY MULCH, SODDING, OR PLASTIC COVERING.
HAS BEEN STRIPPED OFVEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED ' FOR
A rtKIUU ur . DAYS OR MORE, -DGRASSPLANTINGOROTHERAPPROVED' EROSION CONTROL TREATMENT APPLICABLE TO THETIME OF YEAR 1NQUESTION. 'GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRILTHROUGHSEPTEMBERINCLUSIVE. 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 PONDSWHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, AFENCE. 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 MAINTAINTOCONNECTTOSSMH #1 EX SLOPE
BUILDING FOOTPRINT -
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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, £sz : - 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 -3t3i.66' i D =01''0'27° D= 01'10'57° _ _ -k - '— - _ 1 - - L= 144.3fi D= 05.21'16" +'-" i LF8' PV(; / /: 1, - R= 754470 LF 8° PVN..C" -mw J /•t9LF
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PT PER COR STD PLAN BW18B LSIDE SEWER TEELakeTSEEDETAILONSHEETSS -3 CONNECTION (TYP) PER COR
PAVEMENT PATCH (TYP)
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NT
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C eked for Compliance to City Standards/
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Shoulder Restoration Detail \ J. pUDENGINEERING, PLLC
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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 RESTORATIONBASECOURSESHALLBEINACCORDANCEWITH
TRENCH RESTORATION 1- 07:16 CM OF REMON
PER CAR STANDARDS SUPPLEMENTAL SPECIFICATIONS SCSI@ 1 '020
FOR THE 1996 STANDARD
1SEWERPIPE (IYP Q SPECIFCATIONS: Legend
SEE PROFILEDEPTHS
DR 2. ALL TRENCH RESTORATION SHALL
t7< - -
EX CONTOUR (INDEX) 4° CLEANOUTBEPERTHECURRENTCITYOF - RENTON TRENCH RESTORATION' AND EX CONTOUR SIDE SEWERSTREETOVERLAPREQUIREMENTS - /-
PROPERTY LINE \ \\\ SEWER MAIN
MANHOLE
8C. T103764 SHOULDER
ABOVE FLOWFLOW DIRECTIONSEEDETAILABOVE -
C900 PIPE
SEWER SfU -- - - xrn/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 CONCRETESQUARE COLLARPER"IX)tiWSTD PLAN BR37
SEE DETAIL`ONSHEET SS-3
EX STREET LIGHT
SrAW .W 8819' 644 Manhole4.;.20 —i ___ } /2ms
r s r .¢ , 9 STA 17 +67, 22.6 LT
rte• s e ' 2 —I SHALLOW MANHOLE COLLARTYPE 8
1 PER CDR StD PLAN BR37s CONTRACTOR TO EXPOSESEEDETAILONSHEETSS -3 AND VERIFY ELEVATION, SLOPECONNECTTOIXPIPEANDLOCATIONOFEXISBNG
STUB PRIOR TO CONSTRUCTION46uFC9
16 +_00 `{ --- 3'6• 2.68% z-- _ i"5
16 5bi-
17 +50ER
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m
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IX GROUND 6 C/L OF EX PIKE ACROSS ROADWAY
EX GROUND *:C /L OF PIPE 3i € 36
LF PVC ® o. _
83F4 :Cleanout ` CONNECTION : ttxsumnunHa .
1+31 23.8 LT SSE DETAIL ABOVE1
R
IE 45.74 (8° S)"(f:g ° C AA4D,}1X777.iB. g
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 ...... - ...... . PPv .. ...
STA 16 +32 194 LT
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A t RIM €
30
off: 7 i L3E0 (.OERTIPY . _
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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 IIE gg1 (8 N 30 b+2
6"I -N CAF: t. r,AL..Y ACCEFT " ONAt $tiP...EY PRACTICE. WE MAKE NO EX IE3 Bi:!, (E° W) 2 .
OR Q - TEL} . . ............................... ............................... . 30.5
L17 & L AS-IB U I LT NOTES;
wwsr, 1•) FV= FieldVerlfe( iH r+•ationDALEG. OARS P.L.S. L. 19635 LF'Pip4; -Om
ctiein L %nearFeeT`
Kennydale Cafe Sewer Extension 01 -25 -05t K+easu e lron centeree.+ter ofsruGteS
1322 Lake Washington BlvdSAD'.ER /BARNARD and ASSOC., Inc. " i• fII"0
92715 VALLEY AVENUE E., SUITE "B" 1
S53)
82t
WASHINGTON135 (88)941
9$300 January Sealer Extension SS-2253) $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• ei ree
1
SCANNED OCT 2 7 2006; tea: s- szzoo6 C4D" S _ ,?? 2ocZ SCANNED APR 22 ZOCT'
J .7 9"1 3 °i• ei ree
1