HomeMy WebLinkAboutR-397108(%)
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A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
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- S 130TH ST
33 LF WALL
4' MAX. HEIGHT
CB INLET PROTECTION PER COR
STD PLAN 216.30 (TYP.)
PROVIDE INLET PROTECTION AT
ALL NEW & EXISTING CB'S
WITHIN THE CONSTRUCTION
VICINITY & A MINIMUM OF 2
STRUCTURES DOWNSTREAM.
CONSTRUCTION SEQUENCE
NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR-02 FOR ADDITIONAL 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS
EROSION CONTROL MEASURES THAT ARE REQUIRED FOR WET WEATHER
DURING THE DRY SEASON OR TWO DAYS
DURING THE WET SEASON WITH
CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30).
STRAW, WOOD
FIBER MULCH, COMPOST,
PLASTIC SHEETING OR EQUIVALENT.
1. SCHEDULE A PRE -CONSTRUCTION SEQUENCE WITH THE CITY OF RENTON.
14. STABILIZE ALL
AREAS THAT REACH FINAL
GRADE WITHIN SEVEN DAYS.
2. PRE -CONSTRUCTION MEETING.
15. SEED OR SOD
ANY AREAS TO REMAIN UNWORKED
FOR MORE THAN 30 DAYS.
3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY
16. INSTALL STORM
DRAINAGE SYSTEM WITH
TEMPORARY CATCH BASIN
BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
PROTECTION.
4. FLAG OR FENCE CLEARING LIMITS. 17. EXCAVATE AND CONSTRUCT STORMWATER POND.
\ 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES AS SHOWN. 18. INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING.
6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 19. CLEAN DETENTION SYSTEM AS NECESSARY.
20. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). STABILIZED AND SEDIMENT CONTROL BMPS REMOVED IF APPROPRIATE.
8. EXCAVATE TESC POND AND INSTALL POND RISER OUTLET. 21, COR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES/BMPS IN ORDER
\ 9. GRADE AND STABILIZE CONSTRUCTION ROADS. TO PREVENT OR LIMIT RUNOFF OFFSITE.
I\ 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE
DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
\ DEVELOPMENT.
1 1 . MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF
J \ RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS.
< 264 LF WALL 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO
6' MAX. HEIGHT THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS
FFE= FFE= ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT
293.99 292.13 290 71 288 32 CONTROL STANDARDS. CERTIFIED EROSION
1-2-3 5 -x \
4 �-6
285.7
GFF=
GFF= GFF= /� GFF
285.01 283.72 ✓� 281.21 L�
---
--------- ALLEY E _\ <�0/x 0
O� 1/
GFF= GFF= GFF= GFF=
284.08
284.06 282.98 280.92 280.03
�7_8_Lg
FFE=277.21 FFE=
- 275.14 \ \ \
FFE=276.00 7�rf -�
FFE=276.00 FFE= ■ vvv FFE- - 64 LF WALL
12 -13 -14 15 - 1274.71 276 07 FFE=276.27 5' MAX. HEIGHT
16-17 18 276 31
1 GFF=267.53 GFF=267.72 GFF= 1 9- 2 0- 21- 2 2 \
GFF= GFF=268.60 GFF= \ \
/ \ 79 � 267.95 269.42
------------
IALLEY C --F-=- #-- � \ �
-----------------GFF=266.1 1--------GFF-266.31 GF-
ALLEY
LLEY -D
\
I 266.11 �� O GFF= GFF= GFF= GFF= GFF= 1 \
=�F 2 3 - 2 4 '* 2 5 - 2 6 - 2 7 - _/. �� 267.0o 1268.08 268.20 269.01270.05 70.10
28I
\ 29 -" 30' 31-r 32 - 33 -6- \
FFE=259.28 FFE=259.00 1257.76
FFE= / _ 34 FFE= FFE= FFE= FFE= \ `
\ 259.44 FFE= FFE= \� \
259.10 259.87I261.05 261.12 261.51
EQUIPMENT FUELING AND
MAINTENANCE AREA
--- \\
FFE=254.31 " FFE=254.01 FFE=
� /254.02
I.3 5- 36 3 7 3 g ,� 3 g �4 0 41 - r FFE=254.37 „ FFE=
II FFE=254.77 �2256.15GFF=247.83 1/GFF=247.29' GFF 42 - 43 - 44 -� 45 - 46 - 4748 j
/// 245.90 ITJ GFF=247.21 GFF=247.62 ;; G
J 1 E \ \
�� - - 1247.
- A L L E Y A / _-------- �- ------ ------------------
I
ALL
EY '
GFF=246.04
r r- GFF=246.00 B \ \ \\\
GFF=246.00
49 -" 50 - 51 52 53 54 \ GFF=246.01 IGFF=246.00 \I loom___ \ \ \
FFE=238.00 FFE=238 00� _ 5 5= 5 6- 5 7 -5 8 5 g-- 6 0
\ \ \
FFE=237.86-FFE=237.67 FFE=239.32
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S 132ND ST - - -- -- _P"_�,
--------------- - - - - - - - - - - - (MINOR ARTERIAL)
Vim fWM - -
PROPOSED TEMPORARY SEDIMENT
TRAP #1, SEE TABLE THIS SHEET,
SECTION ON SHEET GR-04 AND
DETAIL ON SHEET GR-05
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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�WM
TEMPORARY CONSTRUCTION PROPOSED TEMPORARY SEDIMENT
ENTRANCE PER COR STD TRAP #2, SEE TABLE THIS SHEET,
PLAN 215.10 SECTION ON GR-04 AND DETAIL
ON SHEET GR-05
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DOES \ O T \ C E U D E
A S B U ET \ D O R M AT 0\
0 FIRST SUBMITTAL
ESM
08/30/17
SURVEYED:
SCALE:
!1 !
1 =�
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
1 SECOND SUBMITTAL
ESM
11/15/17
DESIGNED
2 THIRD SUBMITTAL
ESM
01/03/18
DRAWN: DCL
ONE INCH
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0.
REVISION
BY
DATE
I AP P R
APPROVED:
CONTROL SPECIALIST
LEAD (CECSL)
ASSOCIATED EARTH SCIENCES, INC.
911 5TH AVENUE
KIRKLAND, WA 98033
(425) 827-7701
CONTACT: KURT MERRIMAN
NOTES:
1. FOLLOW THE RECOMMENDATIONS OUTLINED
IN THE GEOTECHNICAL REPORT FOR SITE
PREPARATION.
2. A SEPARATE BUILDING PERMIT IS REQUIRED
FOR ALL RETAINING WALL WHICH EXCEED
4' FROM THE BOTTOM OF THE FOOTING TO
THE TOP OF THE WALL.
NPDES W.A.R. #
WAR306125
CITY OF
RENTON
Planning/Building/Public Works Dept.
co
rn
0
0
0
0
SCALE: 1 " = 40'
MENNI
40 20 0 40 80
CONTOUR INTERVAL = 2'
0
EARTHWORK QUANTITIES
0
CUT 15,180
CYDS
0
FILL 3,490
CYDS
0
NET CUT 11,690
CYDS
I
DISTURBED AREA 196,994 SF (4.52
AC.)
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SEE GEOTECHNICAL REPORT FOR STRIPPING
REQUIREMENTS
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AREAS
SITE AREA 181,296 SF (4.116
AC.)
WORK AREA 195,814 SF 4.50
AC.
DIISTURBIED
AREA) 195,814 SF (4.50
AC.)
00
Ir-
ABBREVIATIONS
0
FFE = FINISHED FLOOR ELEVATION
AT FRONT ENTRY
GFF = GARAGE FINISHED FLOOR
• •
AT FRONT OF GARAGE
SEDIMENT TRAP: 1
SUB BASIN AREA
= 2.37 AC
INFLOW 10YR/24 HR
= 1.12 CFS
SURFACE AREA (REQ'D)
= 2,323 SF
SURFACE AREA PROVIDED
= 2,376 SF
TOP OF BERM ELEV.
= 240.00
EMERGENCY SPILLWAY ELEV.
= 239.00
EMERGENCY SPILLWAY WIDTH
= 6.0'
TRAP BOTTOM ELEV.
= 235.50'
TRAP TOP LENGTH
= 78'
TRAP TOP WIDTH
= 39'
SEDIMENT TRAP: 2
SUB BASIN AREA
= 1.79 AC
INFLOW 10YR/24 HR
= 0.84 CFS
SURFACE AREA (REQ'D)
= 1,757 SF
SURFACE AREA PROVIDED
= 1,856 SF
TOP OF BERM ELEV.
= 240.00
EMERGENCY SPILLWAY ELEV.
= 239.00
EMERGENCY SPILLWAY WIDTH
= 6.0'
TRAP BOTTOM ELEV.
= 235.5
TRAP TOP LENGTH
= 70'
TRAP TOP LENGTH
= 35'
NPDES PERMIT #
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
GRADING & T.E.S.C. PLAN
UTILITY PERMIT #
01/23/18
FIELDBOOK:
PAGE:
DRAWING NO:
GR-01
SHEET: Q GF:55
R-397108