HomeMy WebLinkAboutR-40410900
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SPECIAL NOTE:
IN THE EVENT TRANSVERSE PATCHES EXIST
WITHIN THE AFFECTED STREET. THE LENGTH
III
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 10
1l
FEET OF THE EDGE OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
I
�'
SUESEWENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
I
50 ON UP TO A TOTAL OF .00 FEET.
I
TRAFFIC FLOW I ,
2" HMA I I
f�
2- TO 8" HMA
� Ill
6.5' MIN_
2_.
DEPTH OF
PLANING OR
SAWCUT AND REMOVE
VARIES: 6.5' MIN. -
T I T VARIES I 1 1
MIN MIN M'N MIN
2" SAWGUT AND REMOVE
OR PLANE. SEAL WITH
AR-4000W
(EACH SIDE)
2" HMA
SAWCUT AFTER BACKFILL -
(EACH 51UE)
MOTH OF TRENCH AS REOUIREO BY SIZE OF PROPOSED
I P M ROVEMENT SEE SYSDOT STA
NDARD IWOARD SPECIFICATION 2-09 4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATION 7-08.3(1)8
TRENCH MOTH
FACE OF GUTTER 0R
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
DEPTH OF EXISTING PAVEMENT
2- - 6" MIN HMA (SEE NOTE 2)
6- CRUSHED SURFAONG TOP COURSE (CSTC)
(9-03A(3)) PER *SOOT STANDARD .
SPECIFICARONS, COMPACTED TO 95R MDEAFiED
PROCTOR,
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFTLL
(9-D3.19j, GRAVEL BORROW (9-D3.14(1)} PER
OOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL W APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
PIPE ZONE BEDDINC. MATERIAL- SEE STANDARD
PLAN 110.1.
FOR NGTE�. SEE STANDARD PLAN 1T0.1
TYPICAL TRANSVERSE PATCH FOR PLAN - 110
PUBLIC
a FLEXIBLE PAVEMENT OR RIGIb
EPR7MENT8
PAVEMENT WITH OVERLAY
END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE
(SEE WSDOT s7o SPEC. 7.02 31+11
,x
THERMOPLASTIC PIPE
END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE
(SEE WSDOT STD- SPEC. 7-02.3(111
_____ IN 1V
OR STEFPgR
I
4- MAX
- - - - - - - - - - - - - - - - - - - - - - -
CONCRETE PIPE
_ END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE
iSEE WSDOT STD SPEC 7.023I1))
4' MAX
METAL PIPE
NOTES:
1 THE CULVERT ENDS SHALL BE BEVELED TO MATCH THE EMBANKMENT OR DITCH SLOPE AND SHALL NOT BE
BEVELED FLATTER THAN 4H-IV WHEN SLOPES ARE BETWEEN 4H IV AND SH-1V. SHAPE THE SLOPE IN THE
VK:INTIY OF THE CULVERT END TO ENSURE THAT NO PART OF THE CULVERT PROTRUDES MORE THAN 4'
ABOVE THE GROUND LINE
2- FIELD CUTTING OF CULVERT ENDS IS PERMITTED WHEN APPROVED BY THE ENGINEER. ALL FIELD -CUT METAL
CULVERT PIPE SHALL BE TREATED MTN TREATMENT AS SHOWN IN WSDOT STD. SPECIFICATION 9-05.4(3).
UNLESS DINE RW15E NOTFD, DRAWING IS NOT TO SCALE (WSJ.
STD. PLAN - 221.00
„ PUBLIC WORKS APPRMD
DEPARTMENT BEVELED END SECTIONS
GAZ 9/28/2018 I
DATE
Know what's below.
Call before you dig.
:4
VARIES: 4.5' MIN.
LANE LINE
MARK)NG
SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - E HMR
(SEE NOTE 2]
1'
E OF PAVEMENT, EDGE
1'
OF CURB & GUTTER, OR
MIN_
MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
-6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-01%3)) PER WSDOT STANDARD
2" SAwCuT AND REMOVE
SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-400OW
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)] PER
WSOOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRf1ING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF
0
95% MODIFIED PROCTOR,
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS.
ALLOWANCE FOR ANY SHORING. SHORING, IF
REQUIRED BY THE WSOOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
W50OT STANDARD SPECIFICATION 7-00-3(1)B
FOR STORM AND WATER PIPE, PER STD PLAN 220.0
F-
• FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH • FOR JOINT UTILITY TRENCH, SAND WITH 95%
PASSING A #4 SIEVE AND LESS THAN 5% PASSING
A #200 SIEVE
NOTES-
WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIOTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE. AND
FOR THAT DISTANCE S❑ CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE [DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2 PRINCIPAL/ MINOR./COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL I" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6"_
RESIDENTIAL ACCESS STREETS - HMA CL }' PG 64-22. THE THICKNESS SHALL HE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4".
WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EMISTING SIDEWALK ANO/UR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
RE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH M. PLAN - 110.1
PUBLIC WORKS FOR FLF-XIBLE PAVEMENT OR
DEPARTMENT RIGID PAVEMENT WITH OVERLAY io 1
PRIVATE ROOF DRAIN
. COLLECTOR PIPE
LOT LINE, TYP
6- DIA MIN.,
5' MIN. PR ATE TYPE 1
6" DIA MIN. ROOF DRAIN 0.5% MIN, SLOPE,
STUB WITH CLEANOUT (TYP.) (TYP I CATCH BASIN 2 FT MIN COVER
HOUSE (TYP1
I I I
I I I
PRIVATE JOINT SO SD SD SD
UTILITY EASEMENT CURB. SIDEWALK CITY STORM DRAIN (SDI SYSTEM
5'TY WIDTH
R.O.W. UNE PRIVATE STORM DRAIN (SDI SYSTEM,
W MIN. DtA PIPE. SEE NOTE I
ROOF DRAIN TO CONNECT INTO CITY
CATCH BASIN ICW MIN. SIZE TYPE 1
CLEANOUT, TYP AT EVERY 90',
OR 2ND 45' BEND. AND AT IDO' MAX
SPACING ON STRAIGHT SECTIONS
NOTES:
i. SEE STD PLANS 220 OD AND 220,10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS.
2. THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED
3 FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS. OR TO THE NEXT DOWNSTREAM Co
4 ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW
5 PVC PIPE MUST BE EIDER 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034
6. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR
7, SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
8 AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM WITH
THE FOLLOWING CONDITIONS
A THE CONNECTION IS TO BE TIGHT LINED A MINIMUM OF 10 OUTSIDE OF THE FOUNDATION, AND IN NO
CASE CONNECTED UPSTREAM OF THE FOOTING DRAIN SYSTEM FOR THE HOUSE
B THE AREA DRAIN MUST BE ROUTED THROUGH A SUMP PUMP SYSTEM PRIOR TO CONNECTION TO THE
PUBLIC STORM DRAINAGE SYSTEM TO HELP PREVENT BACKUP DURING SURCHARGE CONDITIONS
UNLESS OTHEAWISE NOTED, DRAWING 5 NOT TO SCALE I
AgMbl STD. PLAN - 225.00
PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN lownxww.-
DEPARTMENT COLLECTION SYSTEM Aartin
,''��P'""'a'stucha 8/13/20
mbiatuo- DATE
J1700 NW GILMAN BLVD, STE 200
ISSAQUAH, WA 98027
VIL
PHONE: (425) 821-5038
5
PER CITY OF RENTON COMMENTS
¢
PER CITY OF RENTON COMMENTS
3
PER CITY OF RENTON COMMENTS
2
PER CITY OF RENTON COMMENTS
1
CONSTRUC7ON PLAN SET
-
_
1*9 WArt R i3if. "OrE a
>� I
STORM DRAINAGE NOTES
STORM DRAINAGE GENERAL NOTES
1. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION
ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE
THE APPROVED DRAINAGE CONTROL PLAN IN THE APPROVED BUILDING PERMIT
MEETING SHALL BE HELD AMONG 711E CITY OF RENTON, HEREBY
ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
PLAN SET. WHICH IS ON FILE WITH THE CITY OF RENTON. ANY DEVIATION FROM
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR,
17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT
THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF
2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE AND
LENGTH TO PROVIDE A MINIMUM J. 1 SLOPE FROM THE EDGE OF THE
RENTON AND THE OWNERS REPRESENTATIVE.
FEDERAL PERMITS PRIOR TO CONSTRUCTION.
DRIVEWAY TO THE BOTTOM OF THE DITCH.
J. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN
1& ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF
2. A COPY OF THE APPROVED DRAINAGE CONTROL PLANS MUST BE ON THE
ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET
JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
WATER DESIGN MANUAL ( RENTON SWOM), RENTON MUNICIPAL CODE ( RMC), AND THE
THE FOLLOWING SPECIFICATIONS.•
J. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
4 - 8 INCH ROCK / 40 - 70% PASSING,•
OPERA77ON PRIOR TO CONSTRUCTION OF IMPERVIOUS SURFACING UNLESS
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
07HERKISE APPROVED BY THE CITY OF RENTON AND 774E OWNERS
APWA). IT SHALL BE 7HE SOLE RESPONSIBILITY OF 7HE APPLICANT TO CORRECT ANY ERROR,
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
REPRESENTATIVE.
OMISSION OR VARIATION FROM 7HE ABOVE REQUIREMENTS FOUND IN THE PLANS ALL
19. F0077NG DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE
CORRECT70NS SHALL BE AT NO ADDIT70NAL COST TO THE CITY.
INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLEC7ED FLOWS TO THE
4. CONNECT ALL ROCKERY, WALL, AND BUILDING F0077NG DRAINS TO THE
4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE S17E UNLESS APPROVED BY THE
STORM SYSTEM AT A CATCH BASIN UNLESS OTHERWISE NOTED.
CONSTITU7E AS APPROVAL OF ANY OTHER CONSTRUCTI0N ( E.G. WATER, SEWER, GAS,
CITY. F0077NG DRAINS SHALL NOT BE CONNECTED TO ON- S17E BMPS
5. PROVIDE FOOTING DRAIN CLEANOUTS AT A MAXIMUM 100' ON CENTER
ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING
20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A
AND PROVIDE NO FEWER THAN TWO PER S1RUCIURE. COORDINATE LOCATION
WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONS7RUCTON.
BOLT- LOCKING LID MARKED ' STORM'SHALL BE LOCATED AT 7HE PROPERTY LINE OR AT THE
WITH THE OWNER'S ARCHITECT AND ENGINEER. CONTRACTOR SHALL DOCUMENT
THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO 7HE
POINT OF CONNEC71ON OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER 7HE CITY
AS -BUILT LOCA77ON OF INSTALLED CLEANOUTS ON CONTRACTORS AS-BUILTS
APPROVED PLANS ANY DEWA77ON FROM THE APPROVED PLANS WILL REQUIRE COORDINATION
STANDARD PLAN 227. 00.
MAINTAIN AS-BUILTS AS WORK PROGRESSES.
FOLLOWED BY WRITTEN APPROVAL FROM 774E CITY.
21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR
5. A COPY OF THE APPROVED PLANS SHALL BE ON 774E JOB S17E WHENEVER CONS7RUCTON IS
LICENSED IN WASHINGTON STATE AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR
6. ROOF DOWNSPOUT RGHTLINES CONVEYING STORMWATER FROM ONE
IN PROGRESS.
TO CONSTRUCTION.
N
DOWNSPOUT SHALL BE OF 4-INCH DIAMETER PVC STORM DRAIN. ROOF
6. THE LOCATIONS OF ALL EXIS77NG UTIL177ES SHOWN HEREON HAVE BEEN ESTABLISHED BY
22. ALL NEWLY- INSTALLED AND NEWLY- REHABILITA7ED ( PUBLIC AND PRIVATE) STORM
DOWNSPOUT TIGHTLINES CONVEYING STORMWATER FROM TWO OR MORE
FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL 7HEREFORE BE
CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
N
DOWNSPOUTS SHALL BE OF 6-INCH DIAME7ER PVC STORM DRAIN.
CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS 7HE SOLE
ACCORDING TO 7HE CITY STANDARD PLAN 266. 00. CCTV INSPEC71ONS AND REPORTS SHALL
OO
7. TYPE 1 AND TYPE 2 CATCH BASIN S7RUCTURES PER 7HE CITY OF
RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CON7RACTOR TO INDEPENDENTLY
BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS,
RENTON STANDARD PLANS AND SPECIFICATIONS
VERIFY THE ACCURACY OF ALL U77LITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND
GUTTERS AND/ OR PAVEMENT.
Q
AVOID ANY OTHER U77LITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY 7HE
23. ALL STORM SYSTEMS AND CONNEC77ONS TO EXIS77NG MAINS SHALL BE TESTED IN
Oj
8. PROVIDE A MINIMUM OF 2.0% SLOPE ON ALL DRAINAGE AND DOWNSPOUT
IMPLEMENTA170N OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS
ACCORDANCE WITH SECTION 7-04. 3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN
CONNEC77ON LINES, UNLESS N07ED OTHERWISE.
ALL
7HE PRESENCE OF A REPRESENTA7IVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED
UNDOCUMENTED U77LI77ES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS THE
FOR ACCEPTANCE AT 7HE SAME 77ME THE MAIN STORM IS 7ES7ED.
9. PROVIDE STORM DRAIN STENCILING IN PAVEMENT AT ALL STORM DRAIN
APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS
24. FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE
• .
CATCH BASINS, INLETS AND AREA DRAINS THAT ARE IN OR WITHIN ONE FOOT
OF A PAVED AREA. STENCILING SHALL BE IN ACCORDANCE WITH PUBLIC
7 VER77CAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA
DEVELOPMENT S17E TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE
AGENCY STANDARDS.
STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY, REFERENCE BENCHMARK,
AND RE01S7RIBU7E THE EXIS77NG DUFF LAYER AND NA77VE TOPSOIL OR AMEND THE SOIL WITH
n
DATUM, AND ELEVA77ONS SHALL BE N07ED ON THE PLANS
COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00.
'rl
8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPAC7ED TO 95%
25. ISSUANCE OF THE BUILDING OR CONS7RUC7I0N PERMITS BY THE CITY DOES NOT RELIEVE
MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPAC77ON AND MOISTURE CONTROL
714E APPLICANT OF 7HE CON71NUING LEGAL OBLIGA71ON AND/ OR LIABILITY CONNEC7ED WITH
TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER
STORMWAIER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE
FUNC710NING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONS7RUC710N.
SHALL BE COMPACTED TO MORE THAN 927. OF MAXIMUM DRY DENSITY.
26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PR07EC71VE EQUIPMENT, FLAGGERS, AND ANY
9. OPEN CUT77NG OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED
07HER AC71ONS NEEDED TO PR07ECT 7HE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO
UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS ANY
PR07ECT PROPERTY IN CONNEC71ON K17H THE PERFORMANCE OF WORK SHALL BE PROVIDED.
OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION
ANY WORK WITHIN THE TRAVELED RIGHT- OF- WAY THAT MAY IN7ERRUPT NORMAL 7RAFFIC
STANDARDS
FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SEC77ONS OF
10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE
714E WSDOT STANDARD SPECIFICA7IONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY,
START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY,
2Z PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PR07EC77ON AREA ( APA) SHALL COMPLY
THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS
WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWOM AND AQUIFER PR01EC17ON
STAKED.
REGULATIONS ( RMC 4-3-050).
11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN
28. PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOU75,
CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY.
INLETS, ETC.) IN 7HE STREET TRAVEL LANE WHEEL PATH INTERSECTIONS OF STREET TRAVEL
12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN
LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE.
ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD
ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WI7H
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH
ANON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS
BOTTOM OR THE TOP OF THE FOUNDA77ON MATERIAL, AS WELL AS PLACEMENT AND
29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS PRIVATE SYSTEMS SHALL BE
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE
MAINTAINED BY THE APPLICANT.
LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.21.A2 OF THE
PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00,
RENTON SWOM.
220. 10, AND 220. 20.
13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT 7REATWENT 1, 2, OR 5
31. CONS7RUC7ED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT
INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND
A MINIMUM RA7E OF 20 INCHES PER HOUR IMMEDIA7ELY AF7ER 7HE PAVEMENT SURFACE HAS
MANHOLES SHALL BE FIT7ED WITH DUC77LE IRON, BOLT- LOCKING LIDS PER THE CITY
BEEN WET7ED CON77N000SLY FOR AT LEAST 10 MINUTES COMPLIANCE WI7H 7HIS MINIMUM
STANDARD PLAN 204. 10, 204. 20, 204. 30, AND 204. 50. S7RUCTURES SHALL HAVE-
RATE SHALL BE CHECKED PRIOR TO CONSTRUCTON APPROVAL OF 7HE PAVEMENT.
RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE
COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WA7ER
ROADWAY. ROUND, SOLID LIDS WHEN NOT COLLEC7ING RUNOFF, AND LOCATED WITHIN THE
IS POURED ONTO 7HE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF
ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. ROUND, SOLID LIDS DISPLAYING 7HE
WATER PONDS OR RUNS OFF THE SURFACE, MEN THE PAVEMENT IS CONSIDERED TO MEET
CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY.
714E MINIMUM RATE OF ABSORP77ON. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000
PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY
SQUARE FEET OF PERMEABLE PAVEMENT. IF 7141S TEST IS NOT CONCLUSIVE, THEN ANOTHER
TEST PER AS7M C1701 SHALL BE CONDUC7ED. FOR LARGE AREAS ( E.G., PARKING AREAS),
O
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IF
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SHALL NOT DISPLAY THE CITY LOGO. 7ES77NG OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING Q
D E 15. BUILDINGS AND 07HER STRUCTURES SHALL BE PLACED IN ACCORDANCE K17H TABLE 4.1 WATER 7RUCK DISCHARGING WA7ER AT A RATE SIMILAR TO THE BUCKET 7EST, PERMEABLE
.. EASEMENT WIDTHS AND BUILDING SE7BACKS LINES OF THE RENTON SWDA PAVERS SHALL BE TESTED USING AS714 C1781. OO
16. LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE
' 0 4STREET TREE SEE
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REVISION
For NOTES STD PLAN 104.2
STD. PLAN - 104.3
PPRQ,'f' D / ,
TLK
1-6-2023
NEM
SURVEYED:
TLK
9-30-22
NEM
DESIGNED:
NEM
KAL
5-18-21
KAL
KAL
6-17-19
KAL
DRAWN. TLK
KAL
9-24-18
KAL
CHECKED:
NEM
BY
DATE
AP P R
I APPROVED:
NEM
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
OpD
v
5.0' 8.0'
SIDEWALK PL 7
1.57. SLOPE
2.1 MAX -- - -- -- --
.
7' NEW R/W DEDICATED TO 7HE CITY OF RENTON
10.0'-
I
2% �-
PLAT ROAD (SE 170TH PU SECTION
(LOOKING EAST) NOT TO SCALE
0.5'
STANDARD CURB
& GUTTER
.�
O)
CY O O O
STREET REES. SEE
v
2" CLASS B" HMA
4" COMPACTED ATB
4" OF 1-1/4" MINUS MINIMUM
W
5.0'
i% SLOPE
�X
LANDS APE PLAN
3O'R/W
15.5' 8.0' PLAN7ER 5' SIDEWALK 1.0'
I I
STD. CURB & GUTTER
0.5'
2% 10.5t SAWCUT 1.5% SLOPE
�
�r\fir\
2" CLASS B" HMA
4" COMPAC7ED ATB 106TH AVE. SE SECTION R-404109
6" OF 1-1/4" MINUS MINIMUM
(LOOKING NORTH) NOT TO SCALE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FDEVELOPMENT ENGINEERING'
Sippo 06/22/2023 ' .p
ti
SURFACE WATER UTILITY ►�
jfarah 06/22/2023 0
DATE:
VERTICAL: NAVD 1988 --_-.
HORIZONTAL HAD 1983/1991 CITY 0 F Renton Subdivision 1-6-2023
111�17018 & 17022106th Avenue SE FAGEBOOK: ,p
Agf:�� RENTON Renton WA 98055 nW,
DATUM DRAWING N0:
Planning/Building/Public Works Dept. ROAD SECTIONS, �I
CITY OF RENTON DRAINAGE NOTES & DETAILS j
SHEET. 10
OF.1 9