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NOTE:
INFORMATION FOR LAMPHOLE
TAKEN FROM .CITY OFRENTONPLAN
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AND PROFILE DRAWING. FIELD BOOK
REFERENCE 322, DATED 7 -77.
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DRAWNG FOR HARRIES GARDEN HOME
TRACTS: L.I.D. 306. INFORMATION NOT
EX SS MH #6 VERIFIED IN THE.FIELD. \
TOP 183.8:1
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EX. MH. 1 BENCH
TOP 157.7 ((SE RIM)
I.E. 147.65 CTR 8" PIPE
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8" WEST, 6" EAST
CORE DR/LLE Et MH
& RECffANNEL SOUTH
LE. SE 177_55 495.33'..
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SLAB ELEV. 187
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EX. SS MH #2
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TOP 177.0-
ELEV. 177
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SLAB ELEG. 190
B EL�`V. 186.7
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~ ` LEGAL DESCRIPTION
TRACT 6 AND TRACT 7, HARRIES GARDEN HOME TRACTS,
ACCORDING TO THE PLAT RECORDED IN VOLUME 34 OF PLATS,
PAGE 38, IN KING COUNTY, WASHINGTON;
VERTICAL DATUM: K.C.A.S.
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BENCHMARK = SE RIM SS MH #1 = 157.97
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NOTE:
TOPOGRAPHY AND BOUNDARY PROVIDED
BY CEO— DIMENSIONS INC.
GRAPHIC SCALE
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KIRKLAND, WA.
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REFERENCE: CITY OF RENT T ON SEWER
DRAWING S -240 AND FIELD BOOK 322
FOR ADDITIONAL INFORMATION.
FM 3
1 inch = 20 it
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SHEET
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ACAD FILE DATE
JOB NO. 89255
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35 IBC
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1111= IIII�IIII
20 VC
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PV! STA = 0 +07.00 z
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PIA ELEV 203 -14 0 S
2" COMPACT£!/ ASPHALT CLASS B
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PV STA. = 0+70.50 h H 11
PVI ELEV = 198 m
4" CRUSHED ROCK
(1 1/2' TOP COURSE S /B' MINUS)
(2 1/2" BASE COURSE 1 1/4" MINUS)
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PRIVATE PAVING DETAIL
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EXISTING GROUND W W
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Final Joint must
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PROPOSED GRADE of
be Saw -Cut
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Saw -Cut or line drill 2" min. Asphalt
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Existing Asphalt underlying concrete Concrete
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Concrete
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Existing Sting '•(si�'i; :cili ° %)pp 'vrr,gj�'r °g'K. - _�-- --
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6° i �� -r -, a•:" min. Cement Concrete
Cement Concrete �i�,.:., ;e?t
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- 6" min. Crushed Surfacing
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DATUM Fi'LSV
Conc. shall be-Cl. A (•3/4 Top Course
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Portland Cem. Conc. Con-
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Compacted Crushed Rock
forming to Sect. 6 -02.3. �ackf;ll
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.5 CASTIMG To M OL`�AFIG FoUMMY MH W MM
EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE
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M" a) D/T O2 EQUAL. SEE DETAIL 5.1.4
* MAM"OLE SECfI0A1J TO UE OF REIMF MCED PRECAST 1 +00 0
%MICRIM •
+50 0+00
1. SEE SECTIONS 7 -18 AND 2 -09 FOR PATCHING AND BACKFILLING SPECIFICATIONS.
* 01tNIMG SHCULD BE ON DOWNSTREAM SIDE.
DRIVEWAY ENTRANCE PROFILE
2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH
1EMPORARY ASPHALT AT THE END OF EACH WORKDAY, UNLESS PERMISSION IS
GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER.
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ALL TEMPORARY PATCHES ON TRENCHES WHALL BE PERMANENTLY PATCHED WITHIN
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SANITARY SHALLOW MAlVHO T
HOFR=AAL 1 "= 20'
l�£RACAL 1" = 5'
(2) WEEKS OF COMPLETION TE WORK PAVEMENTS SHALL ROADWAY AREA
4. SAW OUTS ON THE CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE -HALF
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NO SCALE
5. COMPACTED GRAVEL BACKFILL CLASS 'B" MAY BE USED UPON APPROVAL OF THE
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ENGINEER ON TRENCHES OVER 200 FEET IN LENGTH.
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PAVEMENT PATCHING
NO SCALE
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1.
ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT
PROP. EP 24.5' PROP. EP 24'%
2.
AND THE LATEST EDITION OF THE WSDUT /APWA STANDARDS AND SPECIFICATIONS.
THE HOURS OF I. ;RK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A -k. TO 3:30 P.X. ON WEEKDAYS UNLESS OTHERWISE
5' EX. EP. 15'. EX. FP 16' -
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ALTERNATE ! sE 'i+ca'�
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APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
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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
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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
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.. EDITION (APWA) AND CITY OF RENTON STANDARDUry
SPECIFICATIONS.
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ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND li SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
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EXPANSION JOINT
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TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
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SLOPE 6:1,�
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5.
A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED
IRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL HE TIC
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CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
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ACCOMPLISHED By A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
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UTILITY DEPARTMENT 24 HOURS IN ADVANCE: OF BACKFILLIHG ALL .CONSTRUCTION.
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H EXPANSION JOINT(TYP.)
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CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
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OTHERS ON THE CONSTRUCTION SITE.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
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vENERAL NOTES O'4Yq r
TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
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1. DUMMY JOINTS SHALL NOT BE e
LESS THAN 3/16" IN. THICKNESS
AND SHALL BE OF. THE SAME DIMENSION EXPANSION JOINT- iTYP.)
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8.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARMEMTSHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
AS THE CURB B GUTTER EXCEPT THAT
SHALL EXTEND ONLY 2-1/4° INTO 7
9.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION -IS IN PROGRESS.
'. COMPACTED DEPTH CLASS °8"
GUTTER SECTION.
10.
THE
ASPHALT -2 LIFTS REQUIRED
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CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
SEE CITY OF RENTON STANDARD IVAR•
DETAIL FOR DEPRESSED
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11.
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
BACKFI LL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
° COMPACTED DEPTH - CRUSHED
SURFACING TOP COURSE
EXPANSION WOINT
TYPE D.
P DRIVEWAY CURB B GUTTER- I .
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LOF MA IMM A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM
DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LATER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS )IUS7 EXTEND
2" GRAVEL BASE AS NEEDED
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FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE DR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE
SHALL BE THE SAME AS DESCRIBED. --
GENERAL NOTES:
- SECTION A -A
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12.
OPEN CUT ROM CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BASKET LIED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING
-SAW-CUT-
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ASPHALT SHALL BE NEATLINE CUT WITH SAW IN CONTINUOUS LINE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
1. IN WIDENING AREAS, THE EXISTING PAVEMENT EDGE SHALL BE TO LEAVE
A JOIN POINT. ANY TRAFFIC STRIPING REMOVED OR DAMAGED WIDENING,
EXPANSION JOINT
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COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10
DAYS AND SHALL BE PER CITY OF RENTON
DURING WORK
SHALL BE REPLACED IN KIND OR AS DIRECED BY THE PUBLIC WORKS DIRECTOR.
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CURRENT STANDARDS.
ALTERNATE 2
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13.
DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
2. COMPATION TESTS ON SUBGRADE AND ROCKGRADE SHALL BE REQUIRED. THE NUMBER
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OF TESTS SHALL BE R,T THE DISCRETION OF THE CITY INSPECTOR. ALL TESTS AS
REQUIRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR OR DEVELOPER THROUGH ANY
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14.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE
LICENSED TESTING LAB OF HIS CHOICE. THE MINIMUM COMPACTION FOR THE TOP 247 OF
THE SUBGRADE, SHALL BE 955 OF MAXIMUM RELATIVE DENSITY. BELOW THAT LEVEL THE
(TY P.)
PREVENTION OF ox•st7E EROSION AFTER THE COMPLETION OF CONSTRUCTION.
MINIMUM COMPACTION SHALL BE 905 OF MAXIMUM RELATIVE DENSITY. ROCK SURFACES
EXPANSION JOINT .
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15.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE
SHALL HAVE A MIMINUM COMPATION OF 95% OF MAXIMUM RELATIVE DENSITY.
WHERE THE
DRIVEWAY EXCEEDS 16 40.,/�
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WITH SECTION 7.02.3(1) OF THE
CURRENT STATE Of WASHINGTON STANDARD SPECIFICIITIC
3. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, MANHOLE LIDS, MONUMENT CASES,
IN WIDTH A. 2'�DUM MY JOINT 4'
:S FOR ROM AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR
VALV BOXES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER
SHALL BE PLACED
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 UNIFORMLY
AS REQUIRED AND SHALL BE ADJUSTED AFTER THE FINAL LIFT OF ASPHALT HAS BEEN
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LONGITUDINALLY ALONG CENT ERLINE.
I/2 "EXPANSION ALAN SHALL BE
DENSE UNYIELDING
BASE: PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
INSTALLED.
PLACED AT DRIVEWAY RETURNS AND AT
16.
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4. FOR ALL ROADWAY LASSES GREATER THAN iHE.NEIGHBORHOOD COLLECTOR, THE
PAVEMENT
THE BACK OF DRIVEWAY.
") 4. COMPACYION SHALL BE 95 %.
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SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTN D 3034, SDR 35, OR DUCTILE IRON CLASS 52.
'
SECTIONS SHALL BE DETERMINED USING AN APPROVED METHOD FOR COMPUTING
PAVEMENT THICKNESS. THESE CALCULATIONS SHALL BE SUGGESTED BY APPROPRIATE
2. CONCRETE SHALL BE CLASS 13 (3/4 AIR ENTRAINE SUBGRADE
PORTLAND CEMENT CONCRETE. (MODIFIED PROCTOR).
17.
IN UNIMPROVED AREAS, MANHOLE TO EXTEND 6 INCH AND MAXIMUM 16 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER
GEOTECHNICAL TESTING OF THE SUPPORTINGMATERIAL.S. IN NO CASE SAHLL THE
PAVEMENT SECTION BE LESS THAN THAT FOR A NEIGHBORHOOD COLLECTOR.
3. DRIVEWAY IS NOT TO BE POURED INTEGRAL
WITH THECURB B GUTTER.
MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING.
PAVING.
SANITARY SEWER NOTES
ROADWAY SECTIOiVT R_D
STD INDUS`TIRAL & COMMERCIAL DRIVEWAY
No seaLE
SHEET
HORIZONTAL SCALE 1" = 10'
VERTICAL SCALE 1" 5'
-- . _
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C10
ACAD FILE DATE Z- _Aa --90 8 -i5 -90
JOB NO. 89255