HomeMy WebLinkAboutR-418514AS -BUILT SET
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CONSTRUCTION
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APRON:
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DIKE PLAN VEIW
NOTES:
1. INSTALLED SILT DIKE UNIT
SHALL HAVE CONTINUOUS AND
FIRM CONTACT WITH PAVEMENT.
2. ADHESIVES SHALL BE LIQUID
NAIL OR APPROVED EQUAL FOR
CONCRETE PAVEMENT
APPLICATIONS AND EMULSIFIED
ASPHALT FOR ASPHALT
APPLICATIONS,
ADHESIVE SHALL BE PLACED
WHERE THE UNITS OVERLAP AND
A 20" STRIP ALONG BOTH EDGES.
FLOW
ADHESIVES SECTION A —A ADHESIVE
SILT DIKE
sDP (ON EXISTING PAVEMENT
N. T. S.
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0080----
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2020202 _O202o io 2o202020202020°
GRATED INLET -J AGGREGATE
NOTES
CONCRETE BLOCKS
WIRE MESH
WIRE MESH
SEE NOTE 2
FINISHED GRADE J
AGGREGA
PLAN SECTION
APRON ON THIS
SIDE OF THE DIKE
SHALL BE FOLDED
UNDER THE DIKE
SECTION 20" AND
GLUED DOWN
A
—OVERLAP PER
MANUFACTURER'S
RECOMMENDATIONS
EXISTING CONCRETE OR
ASPHALT PAVEMENT
CONCRETE BLOCKS
♦ FILTERED
WATER
GRATEDINLET
1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT
BLOCKS ABUTTING.
2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. MIN. HEIGHT OF BARRIER SHALL BE 12" AND MAX.
HEIGHT SHALL BE 24".
3. PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS.
4. THE AGGREGATE SHALL BE 3/4"-2" ANGULAR CLEAN STONE, WHICH WILL SLOW THE FLOW OF THE WATER AND ALLOW IT TO
FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
MAINTENANCE NOTES:
1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING
INSERT -TYPE DEVICE) OR UPGRADIENT OF THE INLET.
2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON
DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY.
3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW -RATES THAT MAY
CAUSE DOWNSTREAM FLOODING.
4. CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS,
ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS
OCCURRED.
5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR
DETERIORATION.
BLOCK AND AGGREGATE INLET PROTECTION
8
N.T.S.
CONCRETE A
BLOCKS AGGREGATE
° °° 00 ° °0 0 0 o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000
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000
05
GUTTER
I
WIRE MESH CURB
CURB INLET
A
PLAN
WIRE MESH MAINTAIN ACCESS TO COVER
FOR INSPECTION
CONCRETE BLOCKS
FILTERED WATER
CURB INLET
°°
RUNOFF ♦o°o°
cli
AGGREGATE-)
CONCRETE GUTTER ���%jam%/�%/��%/�
>X>// %
SUB -GRADE
SECTION A —A
NOTES
1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF CURB INLET ON THEIR SIDES, WITH ENDS OF
ADJACENT BLOCKS ABUTTING.
2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. TOP OF BARRIER MUST BE LOWER THAN TOP
OF CURB ELEVATIONS ADJACENT TO INLET. MAX. HEIGHT SHALL BE 24".
3. PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS.
4. THE AGGREGATE SHALL BE 3/4" - 2" ANGULAR CLEAN STONE WHICH WILL SLOW THE FLOW OF WATER AND ALLOW IT
TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
5. IF ROAD OR PARKING AREA IS OPEN TO PUBLIC, VERIFY SUITABILITY OF BMP WITH AGENCIES HAVING JURISDICTION
AND WITH CEC.
MAINTENANCE NOTES:
1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF
USING INSERT -TYPE DEVICE) OR UPGRADIENT OF THE INLET.
2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY
UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING
BUSINESS DAY.
3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW -RATES THAT
MAY CAUSE DOWNSTREAM FLOODING.
4. CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM
BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION
DEVICES HAS OCCURRED.
5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF
UNDERMINING OR DETERIORATION.
BLOCK AND AGGREGATE CURB INLET PROTECTION
P 2 N.T.S.
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SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE
NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR ESTIMATED PROJECT SCHEDULE
CONSTRUCTION SEQUENCE
JAN
FEB
MA
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
JAN
FEB
MA
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
TEMPORARY CONSTRUCTION EXITS
TEMPORARY CONTROL MEASURES
SEDIMENT CONTROL BASIN(S)/TRAP(S)
STRIP & STOCKPILE TOPSOIL
ROUGH GRADING
STORM FACILITIES
SITE CONSTRUCTION
FINISH GRADING
PERMANENT CONTROL STRUCTURES
FOUNDATION / BUILDING CONSTRUCTION
LANDSCAPING/SEED/FINAL STABILIZATION
1) CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES OF PROJECT ACTIVITIES PRIOR TO BMP CERTIFICATION.
2) TIME SCHEDULE MUST COINCIDE WITH THE SWPPP IMPLEMENTATION SEQUENCE.
NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR.
V�
CCD #6
REVISION
JSB 07/30/21 SURVEYED:
TJ K
DESIGNED:
JSB
DRAWN:
JSB
CHECKED:
RCJ
BY DATE AP P R APPROVED:
BDA
SCALE:
AS NOTED
VERnCAL: NAVE) 1988
HORIZONTAL NAD 1983/1991
DATUM
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
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CITY OF WALMART #2516
PRI RENTON WALMART SUPERCENTER PICKUP EXPANSION
1%319 CONSTRUCTION DOCUMENTS
Planning/Building/Public Works Dept. EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAI6\
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07/29/2021
RELDBOOK: BOOK
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