HomeMy WebLinkAboutR-375104N
M CONSTRUCTION SEQUANCE 1' MINI
T
�
1. PRE -CONSTRUCTION MEETING. 1 1' (SEE NOTE 1)
FLOW FLOW
� 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR
+- (MAY BE CONSOLIDATED W/THE REQUIRED NOTICE OF CONSTRUCTION
SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION WHERE REQUIRED. KEY ROCK INTO
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). SWALE 0.25' MIN. 5'
J 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) NOTE:
2 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 1. SUMP BEHIND ROCK CHECK DAM SHALL BE
F- 8. GRADE AND STABILIZE CONSTRUCTION ROADS. INSPECTED DAILY, AND CLEANED WHEN
O 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH.
SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING
= FOR PORJECT DEVELOPMENT. SECTION A -A
� 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
cc MANUFACTURE'S RECOMMENDATIONS. 3' 3'1
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES ROCK
O CHECK DAM A
0 SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT
CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION
Y AND SEDIMENT CONTROL STANDARDS.
L1.1 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN 1,25' rKEYROCK
5' MIN
LLI DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET 0.75' ir SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTICi f ;
V SHEETING OR EQUIVALENT. INTO
25' MIN.
Q 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THANFLOW LINE A UPSTREAM
30 DAYS.
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST TYPICAL CROSS SECTION
BE STABILIZED AND BMP'S REMOVED IF APPROPRIATE.
4" x 4"
SPLIT
CEDAR
POST
/--2"
x 4"
SPLIT
CEDAR RAILS
/—TO
I I
LJ BACKFILL WITH
NATIVE SOIL
6 I
FICONCRETE FOOTING
POST CONNECTION
SPLIT RAIL FENCE DETAIL
CALL 811 BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
_
NOTE.
1. REFER TO LANDSCAPE DWGS FOR
SPECIFIC TREES
TO BE FENCED.
(INSTALL TREE
1-7/8" STRUCTURAL
PRESERVATION
WEIGHT STEEL POST
FENCE 5' FROM
SET 2' BELOW GRADE
DRIP LINE
WITH 11 GAUGE
GALVANIZED CHAINUNK
w
MESH. SET POSTS 10'
�I
O.C. MAX.
a
cl
SIGNIFICANT
EXISTING TREE
I~5'
6'-0" TYP.
TO BE SAVED
TO
MARK TREES TO BE
SAVED WITH I
-
2'-0" TYP.
t TYPICAL EXISTING TREE PROTECTION
N.TS
WIRE—BACKED SILT FENCE, -
STAKED HAYBALES WRAPPED
WITH FILTER FABRIC, OR
EQUIVALENT DIVIDER
a
RISER PIPE
(PRINCIPAL SPILLWAY)
OPEN AT TOP WITH
TRASH RACK
PER FIG. 4.4.4\
DEWATERING
(SEE RISER
DEWATERING
ORIFICE
CREST OF 6' MIN. WIDTH
EMERGENCY SPILLWAY �
_�-- f---,' MIN EMBANKMENT COMPACTED AS
PERVIOUS MATERIALS SUCH AS
GRAVEL OR CLEAN SAND SHALL
_ NOT BE USED.
-- ------------
-------------
CONCRETE
_-
CONCRETE BASE
(SEE RISER DETAIL)
TEMP. POND CONTROL
z
z
w
w
R/W ^ \\\>
= W
UU
}
aw
EXISTING GROUND
100' MIN.
\ (MAY BE REDUCED TO 50' MIN
FOR SITES WITH LESS THAN 1
ACRE OF EXPOSED SOIL.)
15'
EXISTING DRIVEWAY -
RAMP OR SITE ACCESS
ROAD
PLAN
NTS
2 TEMPORARY
DISCHARGE TO STABILIZED
CONVEYANCE, OUTLET OR
LEVEL SPREADER
1. USE 4" TO 8" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN.
MATERIAL WITH 'FINES' IS NOT ACCEPTABLE.
2. THE 100' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE
MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT—OF—WAY.
TEMPORARY CONSTRUCTION ENTRANCE
� Y ADOPTED
S�LTTY OF RENTON
3fAiD)1RD PIANS
NT 1ST DATE:12/96
DWG. NAME: BR23 SP PAGE:BO68
ON ENTRANCE
N.T.S.
R-315104
RECOMMENDED FOR APPROVAL
Ely: Date: ! Date:IP•/Q•21/!�
By: Date:
By: Date:
By: Date:
W➢ SEN SURVEYING SCALE �a �w p pYt CITY OF • MAY CREEK COURT SHORT PLAT
Y HORPMIfN: i 1
Z; D.L.OFFE, P.E. RENTON VINEYARD CONSTRUCTION, LLC
D.L. OFFS, P.E. I orr:nu, DATUM EROSION CONTROL DETAIL & NOTES
Planning/Building/Public Works Dept.
wwm � 2530 DUVALL AVENUE NE
09/11/2014 NO. REVISION BY DATE APPR
C'D 2_ �7s /01� I IBIE17
09/11/2014