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CB TYPE 1
RIM=424.07'
IE 12" PVC N=421.47'
IE 10" PVC W=421.64'
BOTTOM=420.85'
TREE PROTECTION KEYNOTE:
FOR EXACT DETAIL AS TO WHICH TREES ARE BEING COUNTED AND THOSE
WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE
REFERENCE THE TREE RETENTION PLAN ON SHEET L-1.
NOTE:
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED
NECESSARY BY THE CITY OF RENTON INSPECTOR.
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LS#40016
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LOT CORNER
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PER DETAIL ON ; -1 c - c \ '��Ic_ -G WATER I
SHEET nt-m-IINLLLjTON VALVEr-
OF WALL M - MI
DRAINS BLOW
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STABILIZED CONSTRUCTION
WATER zIo ENTRANCE PER DETAIL ON I
METER v, oloo WATER SHEET C4
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PROPOSED BRIGHT
ORANGE SILT FENCE
PROPOSED ORANGE
SAFETY FENCE
PROPOSED CLEARING LIMITS
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PROPOSED TEMPORARY
STORM PIPE
PROPOSED CONSTRUCTION
ENTRANCE En
PROPOSED CONTOURS---330----
PROPOSED KEYSTONE WALL
CDC=
EXISTING TREE TO REMAIN
\
EXISTING MAJOR CONTOUR
330
EXISTING MINOR CONTOUR
332--
CONC. WALL
TESC AND SWPPS PLAN
OF
DALPAY SHORT PLAT
A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 3--�5;'/Ta;'
I I I
23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON
OS
OS
as
3 S
N G
as N CB RIM=414.39'
REDMOND COU�,TLE. ,r '
I _ �:'�'�� o �, IE 12" PVC N=411.22'
I I \ ��\,.,� �,, (PUBLIC) I / -I
``\ \-- IE 6" PVC SW=411.90'
a ���, ��-'6�G G La
at�-�''� CENTER=409.71'
``) 'C X r I NO PARKING I I I INSTALL CB INSERT PER
I ��`c1v�� I J w` • �Jv SIGN 3 "' N M DETAIL ON SHEET C5
(;)TILL
L.
STORM VAULT n» N
�+ T'' rEkS WATER METER ^
TOP=416.69'
�, Y`: �I EX. PRIVATE 20' ACCESS
^ i% v ��
^� \ �& UTILITY EASEMENT PER
FND. REBAR & CAP CNW SDMH
LS#40016 0.2'E OF LOT 3 Rl_ I WELDYKE II SHORT PLAT
CORNER RIM=417.49' )REC#201 10316900007
I \ N
FND. REBAR I ' HOLDING MANHOLE 3 \� -(API3 OX. LOCATION ONLY)
CLEARING LIMITS
& CAP CNW I ALONG PROPERTY LINE BOTTOM CENTER=397.49t
LS#40016 I 3
0.2'SX0.2'W I PROPOSED ROCKERY STORM VAULT cn STAELIZED CONSTRUCTION
OF LOT CORNER I END NGPE TOP=416.70' i I a ENTRANCE PER DETAIL ON
N SHEET q4
4' WOOD FENCE - }/ 5' WOOD FENCE S011'03'23"W 420.11' FENCING NO PARKING SIGN
{• �_ _ . END SILT FENCE
SOIL AMENDMENT BMP NOTE:
THE REQUIRED SOIL QUALITY DESIGN GUIDELINES LISTED IN SECTION
C.2.13 OF THE 2016 RSWDM CAN BE MET BY USING ONE OF THE
METHODS LISTED BELOW:
1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT
FROM COMPACTION DURING CONSTRUCTION.
2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT
DEFAULT "P R E-AP PROVED" RATES, OR AT CUSTOM CALCULATED RATES
BASED ON TESTS OF THE SOIL AND AMENDMENT.
3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT
PRIOR TO PLANTING.
4. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET
THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A
DEFAULT "PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE.
5. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH
TO MEET THE REQUIREMENTS.
MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF
THE SAME SITE. SOIL THAT ALREADY MEETS THEDEPTH AND ORGANIC
MATTER QUALITY STANDARDS, AND IS NOT COMPACTED DOES NOT
NEED TO BE AMENDED
J
CLEARING LIMITS
ALONG PROPERTY LINE
INSTALL BRIGHT ORANGE �I
SILT FENCE PER DETAI�
ON SHEET C4
•
ULLAKIN
AS SHOWN
LEARING LIMITS
• r pr
TRUCK WASHOUT AREA.
_Im1
��\4o40,9\\ p \ \ o� / ,� TEMP. ROAD X'ING I °
V I o SWALE PER DETAIL
\\ \ \ \ \ R- �� - J \\
° o I \ _ ON SHEET C5 \ \
o _ \ POSSIBLE SOIL \
:.
414 �398 \\ \ \COVERED AREA FOR STORAGE OF INTERCEPTOR SWALE ' I CONSTRUCTION PERK TEST
�416 \ \ o \ CHEMICALS/LIQUIDS (PROVIDE SECONDARY I PER DETAIL 217.10 MATERIALS AND /
�478 CONTAINMENTS). SPILL RESPONSE MATERIALS I� ON SHT C5 (TYP.) / �� I I CONSTRUCTION WASTE
\ WILL BE _STORED IN THIS LOCATION. / _ STORAGE AREA. /
CLEARING LIMITS ..' � /
42o ALONG TOP OF WALL \ o11 I I
'6s \ \A \ ./ / I SEDIMENT POND RISER.
\ ° ° \ 0 / I ONSTRUCT PER LOT LINE (TYP.) \� END S 1 T FE /E
\ P N 2 o \ \ \ IVY
/�1L / J)ETAIL ON SHEET C5 /
\ \.:.: .
o \ POS E SOIL
\ INSTALL BRIGHT \ \ \ \ \\ PE EST / //�
ORANGE SILT >o \ \\ z \ C\ \ / / / \ \WITT TV
FENCE PER DETAIL 39 \ -� c \ \ / /' /' 410
ON SHEET C4 NA V G ��\
OTCTI-
-� 0 °FLA ED
O' \\ INSTALL TREE /\406---
TREAPROTECTION NGPE\4j4 '%_°` ' /' I i
0
(TYPI L) \\ \ \ \ \ FENCING, PER DETAIL ,4 \\ SOIL
o POSPER T / / "` o
\ INSTALL SILT
ON SHEET C4 �?\ \ �� <� � TACT B // / 00
I / 0/ FENCE PER DETAIL Z
p \ RAINAGE FACILITY // / �° ON SHEET C4
I I \ \ \ \ \ l l ° \ \\ \ ° \4oe"06--- /
I
I I ° �NGPE \- � ��, /
QENC PROVIDE QUARRY SPALLS FOR
5 o 406 I \ \ \ \ \\\ /\rtN
a \ / PORTION OF DITCH ON 3:1 SLOPE
4
1 I EX. 2' 5' I I p \ o \ \ \ \ \ 04\ \ 4�2\ \ TO PROTECT SLOPE FROM EROSION.
I \ \
EROSION') \ \ \ \ \ \ \\ \ \\46
2� \ \ o
ENCE I p I I \
�I II I\\\\\ \\\1\\i\\ /EN SILT AND 0
IMITS a CONSTRUCT PERMANENT NGPE FENCING zCL NG V /
AS HOWN I I I I \ \ \ \ \ \ \ 96 '� STORM SYSTEM PER DETAILS \ �4og DETENTION POND 'D TO BE
ON SHEETS C9 & C1 1 \ o
I PERMANENT DETENUTILIZED AS TEMP. SEDIMENT TRAP.
° CONSTRUCT PER DETAILS ON SHEET C7
N 1
3 00 I \ N I I \ �� \\ \ �- -� /\ \ \ o
FENCE 1.7 E 0 I I p l I o I I sR \ \\\ /
\ PROPERTY LIN ENDPILT FIE I / ) ° I M I I \\ \\ \ \ �\ \ \ 40 O ° / �°1.00
01 400
/
\0\\ \ \__1398 -_ ___
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/ I O1I�I\'
CLEARING LIMITS I / l
ALONG PROPERTY LINE 394-
\\ \\\\���
CONSTRUCTION SEQUENCE:
1.
PRE -CONSTRUCTION MEETING.
7.
CONSTRUCT
STORM FACILITY OUTFALL PRIOR TO ONSITE WORK.
13.
MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
17. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN
2.
POST SIGN WITH NAME AND PHONE NUMBER OF ESC
8.
GRADE AND
INSTALL CONSTRUCTION ENTRANCE.
MANUFACTURER'S RECOMMENDATIONS.
DAYS.
SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED
NOTICE OF CONSTRUCTION SIGN).
9.
INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER,
14.
RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW
18. SEED
OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE
ETC.).
MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION
THAN
30 DAYS.
3.
CONTACT PUGET SOUND ENERGY AND NOTIFY THEM
AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE
CONSTRUCTION ACTIVITY HAS BE BEGUN.
10.
CONSTRUCT
SEDIMENT POND.
CITY'S EROSION AND SEDIMENT CONTROL STANDARDS.
19. UPON
COMPLETION OF THE PROJECT, ALL DISTURBED AREAS
MUST
BE STABILIZED AND BMPS REMOVED IF APPROPRIATE.
4.
NOTIFY INSPECTOR AND CURRENT PLANNING MANAGER TO
11.
GRADE AND
STABILIZE CONSTRUCTION ROADS.
15.
SEQUENCE WORK TO FACILITATE INSTALLATION OF UTILITIES
INITIALIZE TREE PROTECTION WALK THROUGH PRIOR TO ANY
WHILE PREVENTING TRACK OUT.
ONSITE CLEARING.
12.
CONSTRUCT
SURFACE WATER CONTROLS (INTERCEPTOR DIKES,
PIPE SLOPE
DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND
16.
COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN
5.
FLAG OR FENCE CLEARING LIMITS. INSTALL TREE PROTECTION.
GRADING FOR
PROJECT DEVELOPMENT.
SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING
THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST,
6.
INSTALL CATCH BASIN PROTECTION IF REQUIRED.
PLASTIC SHEETING OR EQUIVALENT.
BENCHMARKS:
FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK
PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF 2 PER COR COMMENTS DATED 6/8/20 DC
AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC
STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF
RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 N0. REVISION BY
SURVEYED:
TSL
SCALE:
DESIGNED:
DSC
6/10/20
DD
DRAWN. DSC
12/2/19
DD
CHECKED:
DD
DATE
APPR
APPROVED:
DD
1 »_201 HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
RENTON
V'R
Planning/Building/Public Works Dept.
APPROXIMATE STOCKPILE
LOCATION CONTRACTOR SHALL
COVER WITH PLASTIC AS NEEDED
TO PREVENT EROSION.
TEMPORARY CONSTRUCTION STAGING AREA.
ACTUAL LOCATION TO BE DETERMINED BY
CONTRACTOR. SURFACE WITH CRUSHED
ROCK OR QUARRY SPALLS TO PROVIDE AN
ALL-WEATHER TEMPORARY WORK SURFACE.
EQUIPMENT PARKING/MAINTENANCE AND REPAIR AREA
NOTE:
NO WASHING OF VEHICLES SHALL OCCUR IN THIS
AREA. DRIP PANS OR PLASTIC SHALL BE USED
BENEATH VEHICLES. LIGHTING AND SIGNAGE SHALL BE
PROVIDED FOR FUELING DURING EVENING HOURS.
R-409703
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9-21-20
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DEVELOPMENT ENGINEERING
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Nathan Janders 11/12/2020 O
O DATE: =
TESC AND SWPPS PLAN 6/18/19 cn m
DALPAY SHORT PLAT FIELDBOOK:
PAGE:
DALPAY PROPERTIES LLC.
f DRAWING N0: 00 4033 N.E. SUNSET BOULEVARD 1-4
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RENTON, WA 98059 SHEET: COF: t U