HomeMy WebLinkAboutR-426808SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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DocuSign Envelope ID; 6EECF5B6-61k2A-4E4A-8436-A317AA638878 ❑ocuSign Envelope IG: 6EEGF5B6.662A4E4A-B436-A317AA63S878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-&136-A317AA638878
O" 3EWFRPIPE WITH BUTTERFLY VALVES
8)0: SUMP WITH 5' OF CATCH
TO ACCOMMODATE
CLEANING BY TRACKHOF
2I X SLOPE I FH 1V
_�. ,
16 ATB APRON TO
PROTECT GROUND FROM
SPLASHING vYA7ER
S" ATB OVER C`RUSHEO BASE MATERIAL
OR 8' ATS OVER A GOOD SUBORADE -
3' TRASH PUMP WITH FLOATS ON SUCTION HOSE
Z SCH 40
r 1IirSCH40FOR D.PRAYERS
r I `MIDPOINT SPRAY
NCSFLES, IF NEEDED
n 5HHIV Z% SLOPE
II
LOCATE INVERT OF TOP PIPE 12' TO
IA' ABOVE BOTTOM OF WHE L WASH
8'xlr SUMP To ACCOMMODATE
CLEANING BY TRACKiOF
S•
DRANPIPE WITH
BUTTERFLY VALVE
ATB CONSTRUCTION ENTRANCE
PALL VALVE iTYp.}
ASPHALT CURB ON THE LOW ROAD SIDE
TO DIRECT WATER BACK TO POND
PLAY VIEW
8' SLEEVE UNDER ROAD
6' SLEEVE
ELEVATION VIEW
50'
CURB
7 6'
WATER LEV EL,
12' TD 14" DEEP
r 3'
SECTION A
NOTES:
1. CONDMOGNS W USE
1.1. WHEN A STAB IL¢ED CONSTRUCTION ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT. WHIEEL WASHING IS GENERALLY AN TIVIF
EROSION AND SEDIMENT CONTROL METHOD AND BMP WHEN INSTALLED WITH CAREFUL ATTENTION TO T0P0CPAFHY.
2. DESIGN AND IHSTALLATIONSPEOFXATKINS
2.1 USE A LOW CLEARANCE TRUCK TO TE57 THE WHEEL WASH BEFORE PAVING- EITHER A BELLY DUMP DR LOVMY WILL WORK WELL TO TEST CLEARANCE-
2 2 MIDPOINT SPRAY N=ES ARE ONLY NEEDED IN VERY MUDDY CONDITIONS
2.3 POLYACRYLAMIDE (PAM) AMED TO WHEEL WASHWATER AT A RATE OF 0.254L5 POUNDS PER 1,0X GALLONS OF WATER INCREASES EFFECTIVENESS AND REDUCE:
CLEANUP TIME. IF PAM 15 ALREADY BEING USED FOR DUST OR EROSION CONTROL AND IS BEING APPLIED BY A WATER TRUCK_ THE SAME TRUCK MAY BE USED TO
CHANGE THE WASHWA7ER.
3. MAINTENANCE STANDARDS
3.1 THE WHEEL WASH SHOULD STAA7 OUT EACH DAY WITH CLEAN, FRESH WATER
32 THE WASHWATER SHOULD BE CHANGED A MINIMUM OF ONCE PER DAY. ON LARGE EARTHWORK JOBS WHERE MORE THAN 10 TO 20 TRUCKS PER HOUR ARE EXPECTED.
THE WASHWATER WILL NEED TO BE CHANGED MORE OFTEN.
3.3 WHEEL WASH OR TIRE BATH WAS4iWATER SHALL BE DISCHARGED 70 A SEPARATE ONSITE TREATMENT SYSTEM, SUCH AS A CLOSED -LOOP RECIRCULATION SYSTEM OF.
LAND APPLICATION, OR TO THE SANITARY SEWER SYSTEM WITH PROPER APPROVAL ANUCR PERMITS FROM KING COUNTY AND THE CITY CF RENTON
UN LESS"MWISE N13TEEI-13RAMUG IS NOTTB SCALE (NTSI
STD. KAN - 215.00
fPUBLIC WORKS WHEEL WASH AND PAVED I'I'l
DEPARTMENT CONSTRUCTION ENTRANCE GAZ 9/28/2018 1
r�.a�w«x..a,..,iWTE
SECTION D.? GENERAL CSWPP REQUIREMENTS
VIGURE D.2.2.2.A CONCRETE WASHOUT AREA {ABOVE GRADE)
POST
3j'x �" K S'
PLYWOOD 4' X 2'
PAINTED WHITE
BL-ACK LETTERS
6" HEIGHT
I I WAt#I" 11UT"
Id LAG SCREWS ( ? )
3. WOOD
3'
f
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMIETER WITH
TWO STAKES 10 mll
7rnPLASTIC
-
LINING
IJ I SECTION B-S u ll
NTS
10' MIN. RECOMMENDEDI
A
VARIES
STAPLES (2 PER BALE)
PLAN
NTS
WOOD OR
1❑ mil PLASTIC
TYPE "ABOVE GRADE" WITH
METAL STAKES
LINING
WOOD PLANKS
{2 PER BAIL]
STRAW BALES (2
NATIVE MATERIAL
BALES HIGH, MAX.]
(OPTIONAL)
1'
MIN.
ORIGINAL GROUND
SECTION A,A
y
SAND OR GRAVEL -FILLED
NTS
t
BAGS IN CORNERS
10' MIN. RECOMMENDED
STRAW
SAND OR GRAVEL -FILLED
BALES
"
e
BAGS IN CORNERS
(TYP"]
�
WEDGE LOOSE
STAKE
"
STRAW
{TYP-}
BETWEEN BALES
VARIES
TO m1 PLASTIC
!VOTES:
LINING
-
1. ACTUAL LAYOUT DETERMINED IN
THE FIELD
2. THE CONCRETE WASHOUT SIGN
PLAN
SHALL BE INSTALLED WITHIN 30'
OF THE FACILITY
NTS
TYPE "ABOVE GRADE" WITH STRAW BALES
ABOVE GRADE TEMPORARY CONCRETE WASHOUT FACILITY
NTS
Adapwd from Can- F w-v SPC &14-0Y
6/22/2022
D-76
2022 City of RL'mo1T Surface Water Design A=W
:45 AN
0`0,11,Ra
R • 25' MIN.'
Arl
INSTALL DRIVEWAY CULVERT
IF THERE IS A ROADSIDE
DITCH PRESENT, AS PER CITY
ROAD STAN DARDS
1w, MIN.
4".8' QUARRY SPALLS -
GEOTEKTILE
12" MIN- THICKNESS
CONSTRUCTION ENTRANCE NOTES;
1 DRIVE WAYS SHALL BE PAVER TO
THE EDGE OF THE RIGHT-OF-WAY
PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO
AVOID DAMAGING OF THE
ROADWAY.
2. R IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THW
RUNOFF DRAINS OFF THE PAID
15' MiN.
PROVIDE FULL WYDTH OF
INGRESSIEGRESS AREA
NOTES:
1. CONDITION QF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AMC TRAVELING ON PAVED ROADS OR OTHER
PAVED AREAS W FTHiN 1.00D FEET OF THE SITE
1.2 FOR RESID€NTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION
ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTI-MIDTH TO PROVIDE VEHICLE ACCESSIPARKING. BASED ON LOT SIZEICONFIGURATION.
2, Dr:SK:N AND INSTALLA'nON SPECIFICATIONS
2.1. ASEPARATFGN GEQTEXTILE SHALL BE PLACED UN➢Eli THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTJLE
SHALL MEET THE FOLLDLVING STANDARDS
GRAB TENSILE STRENGTH (ASTM OM M2)
2m LBS. MIN.
GRAB TENSILE ELONGATION (ASTM D4B32}
30% MAX. [WOVEN)
CBR PUNCTURE STRENGTH (ASTM D62411
495 LBS, MIN.
A -OS (ASTM 04761)
2D-0 (U.S STANDARD SIEVE SILE)
2.2. DO NDT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH
LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHI917ED.
2:3_ HOG FUEL (WOOL] BASEO MULCH) MAY BE SUBSTITUTE€] FOR OR COMBINED WITH 4UARRY SPALLS IN ARMS THAT VALL NOT BE USED FOR PERMANENT ROADS.
HOG FUEL 15 NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY tIML REQUIRE THE USIE OF C.UARPY SPALLS
IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL 15 BEING CARRIED ONTO PAVEMENT.
2A. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.5, WHENEVER POSSIBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE. THIS CAN SUMTANTIALLY INCREASE THE
EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE
E MAINTENANCESTANDARDS
3A. CIUARRY SPALLS SHALL BE ADDED IP #HE PAD 15 NO LoNGEk IN ACCORUANcf WITH #HE SPE=c3FICA#16N5.
3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE GF
SEOIME NT SHALL EE USE A. THIS MAY INCLUDE STREET SWIEFFING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE. OR THE INSTALLATION OF A WHEEL
WASH IF WASHING 15 USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK. AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEiPING, THE SEDIMENT COLLECTED By SWEEPING SHALL BE
REMOVED OR STABILIZED ON SITiE_ THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFEC FIVE AND
THERE IS A THREAT 7O PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS. A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE
WASHED INTO THE SUMP WHERE IT CAN BE CDNTROLLED AND DISCHARGED APPROPRIATELY_ WASH WATER MUST HE PUMPED HACK ONTO THE SITE AND
CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WA7EiiS.
3.4. ANY QUARRY SPALLS THATARE LOOSENED FROM THE RAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE($), FENCING SHALL BE INSTALLED TO CONTROL
TRAFFIC.
UNLESS pTHI'RYHISE NOT�0. PRAwING IS Not T4 SCALE [NTSI
STD, PLAIN - 215.10
� PUBLIC WORKS APPstrrvrn
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1
=„ins woo: �,o,•aaic, DATE
:45 Al
5' MAX
DRAINAGE GRATE TRIM
GRATE FRAME _
COVERFLOW BYPASS
Y '
BELOW INLET GRATE DEviCE
SEDIMENTAND DEBRIS
FILTERED
WATER
SECTION VIEW
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWN} RETRIEVAL SYSTEM (TYP.)
I
OVERFLOW BYPASS JYP.J
BELOW INLET GRATE OFV]CE
iS17lYII:i1tfC MEW
NOTES:
1. PROTECTION SHALL BE PROfVIDED FOR ALL STORM DRAIN INLETS ❑OWNSLOPE AND WITHIN 5q0 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2. INLET PROTECTION SHALL BE USED TO PRDTEGTTHE DRAINAGE SYSTEM.
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4. SIZE THE BELOW INLET GRATE DEVICE iHIGOj FOR THE STORMWATER STRUCTURE IT WILL SFR MCE-
5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL
7. PERFORM MAINTENANCE IN ACCORDANCE WJTH STANDARD SPECIFICATION
G. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNLESS 0THERWI5E NOTFA, DRAWING i$ MOt Ta STALE [NTS!
STD. PLAN -216.3Q
PUBLIC WORKS APP� [n
❑EPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1
RATE
:45 At
NAVIX
SITE I CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
I
�ssIONAL E���
/2/07/ZUZ3
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R-426808
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/20/2023
W
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a
5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: DATE:
Z.NALL VERTICAL: NAVE ,988 WEST77 PARTNERS 12.07.2023
4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991
JSGREEN/D.RIDDLE ® ITV F LIVAWAY HOTEL FIELDBOOK:
07"ex,
3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET � RENTON H
DRAWN: PAGE:
02 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRGREEN D.RIDDLE PARK AVENUE NORTH DRAWING NO: '^
ONE INCH DATU M V
1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 D-2.2
L J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. %� W
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY T,E,S.C. DETAILS SHEET: OF:
J.TAFLIN 8 41