HomeMy WebLinkAboutR-4137106
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DocuSlgn Envelope ID 6EECP5B6; 602A-4E4A-B436 A 171 A638818'
TOP RAIL MIN. 2" O.D.
GALV. STEEL (TYP)
CHAIN LINK
FABRIC HT.
CONCRETE TRAFFIC BARRIER WITH _
FENCE POST INSERTS (TYP)
EXISTING GROUND
CHAIN LINK FABRIC,
FULL HEIGHT (TYP)
BOTTOM RAIL MIN. 2" O.D.
GALV. STEEL (TYP)
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FOD FENCE DETAIL
NTS
#6 GAGE COATED STEEL
FABRIC BANDS, 14" MAX.
SPACING
10' MAX. (TYP) on
GEOTEXTILE FABRIC, 4' MIN. HEIGHT
SECURED TO CHAINLINK FENCE (TYP)
LINE POST MIN. 2-3/8"
O.D. GALV. STEEL (TYP)
X
4' MIN.
_N FABRIC HT.
� 7' MIN.
FENCE HT.
FENCE POST
INSERTS (TYP)
11160YA1060111
0.50'
FULL ASPHALT/CONCRETE
CONTACT
1.50'
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COMPACTED
HMA BERM
EXISTING
ASPHALT/CONCRETE
PAVEMENT
ASPHALT SEDIMENT DAM
NTS
NInTCC`.
1. ASPHALT BERMS SHALL BE CONTINUOUS FOR THE AREA SHOWN.
2. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL
EVENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS
REQUIRED.
3. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH
OF 4" AND DISPOSED OF IN A MANNER WHICH WILL NOT CAUSE
ADDITIONAL SILTATION.
4. AFTER THE DEVELOPMENT SITE IS COMPLETELY STABILIZED, THE
BERMS AND ANY REMAINING SILT SHALL BE REMOVED. SILT SHALL
BE DISPOSED OF AS CONTAMINATED EXCAVATION MATERIAL.
RED FLASHIKIr- WA7Apn
WAR
C82IC81
NOTES:WATER
IL�ERE
10"
1.
DIKES SHALL BE PLACED IN A
ROW WITH ENDS TIGHTLY
j
WIRE FABRIC
NON -WOVEN
ABUTTING.
STRUCTURE
GEOTEXTILE
2.
FABRIC COVER AND SKIRT SHALL
F
FILTER FABRIC
BE A CONTINUOUS WRAPPING OF
m
lb�'
GEOTEXTILE. THE SKIRT SHALL
BE A CONTINUOUS EXTENSION OF
r s
W
THE UPSTREAM FACE FABRIC.
SAFETY ORANGE AND WHITE
'SECTIONVfEW
FLOW
3.
DIKES AND SKIRT SHALL BE
3"-5" OPEN
SECURELY ANCHORED IN PLACE
REFLECTIVE SHEETING
GRADED ROCK.
SOIL CONTACTson
I
I
WITH WIRE STAPLES AT 2'
[ EON1ANE111MGRATIr'16k6WN)'—'._ _ - "�ftETR{Etl,4L'-'SYST�INifT Px:.
amammama
_FULL _
INTERVALS ON BOTH EDGES AND
96"
_
18"
► -r��
12"
FABRIC SKIRT
TOE -IN
6"
SKIRT OR WITH 3/8" DIAMETER
FABRIC SKIRT
REBAR WITH TEE ENDS.
-
ALTERNATE EMBEDDING DETAIL
(1)
4.
FILTER MATERIAL SHALL BE
LOW
PROFILE
BARRICADE
NOTES:
❑
INSTALLATION IN PAVED AREAS
LAPPED OVER ENDS 6" TO
- -
COVER DIKE -To -DIKE JOINTS.
1.
BARRICADES SHALL BE PLACED WHERE SHOWN IN PLANS, AROUND
JOINTS SHALL BE FASTENED WITH
ANY AREA THAT MAY BE A HAZARD TO AIRCRAFT, OR AS DIRECTED
6" FABRIC OVERLAP
GALVANIZED SHOAT RINGS.
BY THE ENGINEER.
6"X6" WIRE FABRIC
ON
5.
INSPECTION SHALL BE MADE
STRUCTURE
ABUTTING DIKE
WEEKLY OR AFTER EACH
VARIES
RAINFALL EVENT AND REPAIR OR
2.
BARRICADES SHALL BE WATER -FILLED TO PREVENT MOVEMENT. SAND
�E�ow°"'u�^`Gl�,a'�'bE�le�'
''
z
REPLACEMENT SHALL BE MADE
BAGS OR OTHER WEIGHTS PLACED ON TOP OF THE BARRICADES WILL
-
o
PROMPTLY AS REQUIRED.
NOT BE PERMITTED.
CUT AWAY OF
6.
ACCUMULATED SILT SHALL BE
FLOW z
FILTER FABRIC
REMOVED WHEN IT REACHES A
-- - -'
DEPTH OF 4" AND DISPOSED OF
3.
BARRICADES SHALL BE LIGHTED DURING PERIODS OF DARKNESS.
IN A MANNER WHICH WILL NOT
NOTES: _ _ _ _ _ _ _ _
FULL SOIL CONTACT_
I
F
CAUSE ADDITIONAL SILTATION.
4.
BARRICADES SHALL BE SPACED SO THAT NO GAP GRATER THAN 4'
t.. 'RDTE6TdON-SgALLBEPROVIDEdiEdR- L'LSTORFAdb�FN�NL'ETSDOyVhjSLDPEpNDWITf�lty540FEET�DFIR�I1STUfjBED,r01��
�2�
7.
AFTER THE DEVELOPMENT SITE IS
::ONSTRUCTION AREA UNLESS THE RUNOFF THATiENTERSITHE CATCHRASIN-WILL-BE CONVEYED TO A'SEDIM€NTopbNDOR-TAR:,
6"X1 "X6" ANCHORS
COMPLETELY STABILIZED, THE
EXISTS BETWEEN BARRICADES
=a:, JNOET PROT CTIONSHAL 8�'UD°, o TECT THE DRAINAGE S. STEF4:,
ALTERNATE EMBEDDING DETAIL (2)
EVERY 2 FEET
DIKES AND ANY REMAINING SILT
ffKtdNT'R{BUTIN DDRAINAGEkR—EWO -STNoTsE aRGERft4A4oniEiERE:
SHALL BE REMOVED. SILT SHALL
a� IrzE;T�rE��w,E-srocrwa€TrOrEyT R��c'..
BE DISPOSED OF AS INDICATED
.- rLji�_BIGo sIA$„«TT� HI�MF�W R�Er�R�,
ANGULAR
SEDIMENT
FILTER D KE
NOTE #6 AB°VE.TR
L0W
PROFILE
BARRICADE
DETAIL
5
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NTS
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NTS
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UNREii 1 TEP�'1�IIAiAY9HG Fs N ?TT S -
- -M; 'PLANI
PuB11_c_1w0Axs APPR Ot
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CATCH BASIN FILTER
NTS
C82IC81
rm
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
ORIG
737 MAX FLIGHTLINE UTILITIES —APRON A CI PROJECT
RT
TWN
04.13.16
—
APRON A CI PROJECT — SITE DCN-06
RT
TWN
09.27.16
—
CITY OF RENTON PERMIT REVIEW COMMENTS
RT
TWN
05.23.16
—
RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES
RT
TWN
10.28.16
—
APRON A CI PROJECT — SITE DCN-01
RT
TWN
06.13.16
—
APRON A SITE STORMWATER IMPROVEMENTS-30%
RT
TWIN
01.17.18
—
APRON A CI PROJECT — SITE DCN-02
RT
TWN
07.19.16
—
APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
RT
TWN
07.14.20
—
APRON A CI PROJECT — SITE DCN-03
RT
TWN
08.05.16
—
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
RT
TWN
09.29.20
Q� BOE/NGm
ri-
NAL
m
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EDEVELOPMENT ENGINEERING `
ez 05/05/2021 `'
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
R. TEMPLADO
CHECKED
T. NEU
ENGINEER
T. NEU
APPROVED BY
DEPT.
DATE
CHECKED
D. MURATA
APPROVED
4I L SUBTITLE
09.29.20
09.29.20
TITLE
09.29.20
09.29.20
PERMIT SUBMITTAL
DESIGN BY DOWL
R-41371 0
TESC DETAILS
APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7
RENTON SITE
CIVIL MASTER
DATE 09.29.20
BOWL
CURRENT REVISION SYMBOL DD II DATE
W5184605 I� G 09.29.20
SHEET SEQUENCE NO.
C82 C7
RENTON, Nlq I Dwc No.
05-APRON-A-C82
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