HomeMy WebLinkAboutR-402605U
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4PP1ROX. U14TER LINE LOC,4TION
APPROX. 5,4N1TARY 5EUJER LINE LOCATION
-OH- APPROX. OYERI4E,4D UTILITY LINE LOCATION
• DECIDUOUS TREE
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CONIFEROUS TREE
x/x SIZE OF TREE / SIZE of DRIP LINE
PROVIDE SILT FENCE
AS NEEDED PER DETAIL t
ON SHEET Cl i
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ZO-MAPILE
STOCKPILE LOCATION
AS NEEDED PROVIDE
PROTECTION PER\
DETAIL ON SHEET Gq
PROVIDE TREE PROTECTION -'
AS NEEDED PER DETAIL ON SHEET C3 \1�CEDAR/1�6'DI
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PROVIDE STAB I L I ZED;:--, �4
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CONSTRUCTION ENTRANCE \\
AS NEEDED PER DETAIL ARY22'DI
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#28238
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SANITARY SEWER %NHOLE
RIM = 161.95
IE(N,S,E) 12"PVC
QUARTER: NE-
SECTION: 32- TOWNSHIP-
24N- RANGE:
5 E
PORTION OF THE NE 1/4
OF SECTION 32,
TOWNSHIP 24N, RANGE 5 E W.M. CITY
OF RENTON ,KING
COUNTY, WASHINGTON
CONDITIONS OF APPROVAL:
TREE PROTECTION TECHNICIANS IDENTIFIED IN THE PROVIDED ARBORIST REPORT SHALL BE
FOLLOWED WHEN GRADING WITHIN THE DRIP LINE OF THE PROTECTED TREES. INCLUDING BUT NOT
LIMITED TO HAVING AN ARBORIST ON SITE DURING THESE ACTIVITIES. PLEASE NOTE IF TREES ARE
DAMAGED DURING CONSTRUCTION THIS WOULD BE CONSIDERED A CODE VIOLATION, AND FINES
WOULD BE ASSESSED.
PRIOR TO SITE CLEARING TREE PROTECTION FENCING SHALL BE INSTALLED TO ENSURE THAT ALL
TREES IDENTIFIED FOR SAVING ARE PROTECTED PRIOR TO HEAVY EQUIPMENT BEING BROUGHT ONTO
THE SITE. PLEASE CONTACT VANESSA DOLBEE AT VDOLBEE@RENTONWA.GOV TO SCHEDULE THIS
INSPECTION. THIS IS A SPECIAL INSPECTION AND WOULD NOT GO THROUGH THE CITY'S INSPECTION
LINE.
I, "7 x x-x-x_x_x 6_WIRE F
/ x_xENCE
_ x-x_x x
x- -x x-
- - - � - -x-x =x
66.
TEMP. E RO 5 1 ON
P IC RICH OF --WA 2O6 FOUND 1 /2" R BAR/
IP LINE (TYP) \ 204 �o #28238
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186 i �i �\ °' �9� c'�o 2�2 --
_ N 10$q+OS 188 I „ M I
184 I 120.20'
18 DIA
"
00,
CONDITION OF
APPROVAL: SILT FENCE
SHALL ALIGN WITH THE
TREE PROTECTION
FENCING.
LIMITS OF
D I STURBANCE
1'4� IM 10 qk 69, W1 I "a--- 04 E013 69,
/
CATCH BASIN (TYPE 2)
RIM = 194.12
IE(NE) 8"PERF = 190.87
IE(S) 8"CPEP = 188.12
IE(W) 18"CPEP(SAWED) = 188.
TELEPHONE TELEPHONE PEDESTAL
-OUND 1 /2" RE AR/C
#30341
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2 \ 196 a
194
192
_ OTT LUSTE 44' A
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5"
ANITARY S VIER MANHOLE
RIM = 184.65
IE(N,S) 12"PVC
174.81
TELEPHONE PEDESTAL
24"CPEP
IE = 181.09
0.5 RIGHT OF WAY
DEDICATION ALONG
PROJECT FRONTAGE
SCALE 1 " = 20'-0"
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NOTE:
CLEARING LIMITS AND SILT FENCE TO BE SET JUST INSIDE OF THE
PROPERTY LINES.
TOPSOIL:
STOCKPILE EX 1 STI NG TOPSOIL DURN I NG GRADING AND REPLACE
IT PRIOR TO PLANTING PER BMP 15.13 OPTION 3.
TOPSOIL REG2U I RED 500 GYDS
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GRADING SLOPE SET BACK (TYP)
NTS
CALL 2 BUSINESS DAYS
BEFORE YOU DIG
1-800-424-555
1 RESPOND TO CITY COMMENTS
ROUND 2 RESPOND TO CITY COMMENTS
3 RESPOND TO CITY COMMENTS
4 RESPOND TO CITY COMMENTS
N0. I REVISION
/21 /2019 SURVEYED:
/21 /2019 DESIGNED:
/16/2019
DRAWN:
0/31 /201
CHECKED:
BY DATE APPR APPROVED:
IQ
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W
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/ BLOW OFF
CATCH BASIN (TYPE 2)
RIM
= 188.25
IE(N)
24"CPEP = 181.40
IE(S)
24"CPEP = 181.34
IE(S)
12"STEEL = 181.54
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CONSTRUCT I ON SEaUENCE
EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE
I. PRE -CONSTRUCTION MEETING.
2. P05T SIGN WITH NAME AND PHONE NUMBER OF E50 SUPERVISOR (MAY BE
CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BA51N PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(5).
6. INSTALL PERIMETER PROTECTION (51LT FENCE, BRUSH BARRIER, ETC.).
'1. CONSTRUCT SEDIMENT PONDS AND TRAPS.
5. GRADE AND STABILIZE CONSTRUCTION ROADS.
q. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS,
ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX 17 OF
THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS.
II. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS
SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN
ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS.
12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS
DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW,
WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED
AND BMP5 REMOVED IF APPROPRIATE.
20 40
SCALE:
1"=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
s•
N-
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
THE IS ELEMENTS OF A CONSTRUCTION SN FF
1. Preserve Vegetation/Mark Clearing Limits: The clearing
limits are indicated on the plan sheet. Furthermore, clearing
and grading will be limited to only areas that need to be
disturbed for grading/construction of the site and frontage
improvements. Construction will require regarding the entire
site. Field marking the clearing limits shall be completed prior
to clearing and grading activities. BMP's: Preserve Natural
Vegetation (VEG)
2. Establish Construction Access: Access to the construction
site shall be limited to the rock construction entrance. The
rock construction entrance shall be installed off of the Street
to provide access to the construction vehicle/equipment
staging and employee parking areas.
BMP's: Rock construction entrance (CE) See detail sheet C,51
5. Control of Flow Rates: Storm water detention: No detention
is proposed for the site since the work should be completed
in a short period of time.
BMP's None Proposed
4. Installation of Sediment Controls: Sediment control will be
provided through a combination of filtration through the
surround on -site vegetation, or filter fence if required. ,
BMP's: Silt Fence (SF) Sediment Trap (ST) I
5. Soils Stabilization: Temporary and permanent sail
stabilization wi I I be provided. Temporary stabilization wi I I be
provided through the application of straw and/or plastic
sheeting to exposed, worked earth. From October I until April
50, no exposed soil may remain exposed and unworked for
more than two days; after May I, no exposed soil may remain
exposed and unworked for more than seven days.
BMP's: Straw Covering, Plastic Sheeting, Final Landscoping(as
required)
6. Slope Protection: Stock piles shall be protected from
erosion through cover and prevention of concentrated
surface runoff flows on steep slopes as required.
BMP's: Plastic Sheeting, (AS REQUIRED)
7. Protection of Permanent Drain Inlets: Inlet protection will
be provided for all catch basins.
BMP's: Inlet Protection (IF) See detail sheet (AS REQUIRED)
8. Stabilization of Channels and Outlets: All channel slopes
shall be constructed and protected against erosion in
accordance with County code.
(None Required)
q. Pollutant Control: Po I lutants shall be controlled through the
on -site BMP's proposed above.
10. Dewatering Control: De -watering: Interception of the
water table is expected to occur. (NOT REQUIRED) 11. BMP
Maintenance: All BMP's and SWPPP elements shall be
inspected daily and maintained as required. 12. Project
Management: The project shall be managed in a cooperative
effort by the project manager, contractor, engineer, and the
county inspector. During the construction process, if
unforeseen issues arise that cannot be resolved on site,
construction activity (other than SWPPP maintenance) shall be
halted and the owner's representative and the project
engineer are to be contacted and informed of the situation.
TBD 15. Protect on -site stormwater management bmps for
runoff from roofs and other hard surface on -site stormwater
management bmps used for runoff from roofs and other hard
surfaces include: full dispersion, roof downspout full
infiltration or dispersion systems, perforated stubout
connections, rain gardens, bioretention systems, permeable
pavement, sheetflow dispersion, and concentrated flow
dispersion. the areas on the site to be used for these bmps
shall be protected from siltation and compaction during
construction by sequencing the construction in a fashion to
install these bmps at the latterpart of the construction
grading operations, by excluding equipment from the mps and
the associated areas, and by using the erosion and
sedimentation control bmps listed below. relevant bmp's burp
c 102: buffer zone
0 C TY OR
RENTON
Planning/Building/Public Works Dept.
R-402605
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FDEVELOPMENT ENGINEERING 0 CURRENT PLANNING
jchavez 11 /12/2019 vdolbee 11 /13/2019 01
SIERRA HOMES, INC.
3802 MONTEREY PL NE RENTON WA. 98056
TEMP. EROSION & SEDIMENTATION CONTROL
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DATE: U)
8/31/2018 LLj
FIELDBOOK:
PAGE: O
DRAWING N0:
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SHEET: 5 OF: 12
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