HomeMy WebLinkAboutR-410927U
LJJ
0
�
n
Ln
LEGAL DESCRIPTION
THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER
OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M
IN KING COUNTY WASHINGTON.
EXCEPT THE EAST 30 FEET FOR ROAD.
ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST:
AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE OF
WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO
8906291184:
SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
WIRE FABRIC
NEWLY GRADED OR
DISTURBED SIDE SLOPE
2' 2'
FLOW 1
NATIVE BACK --ILL MATERIAL OR
3/4"-1.5" WASHED GRAVEL
JOINTS IN FILTER FABRIC
SHALL BE SPLICED AT POSTS.
USE STAPLES, WIRE RINGS,
OR EQUIVALENT TO ATTACH
FABRIC TO POSTS.
FILTER FABRIC MATERIAL A
MIRAFI 10OX OR QUNALENT
I6"x6"
TRENCH
A PORTION OF THE SE 4 OF THE NW 4 OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST. W.M.
r 3"
FILTER FABRIC
MATERIAL z
Zo
e-, 1 1/2"
WASHED
1 ROCK
SECTION A -A
�WIRE RINGS
/ \ (TYP. )
2"x2"x14 GAUGE WELDED WERE FABRIC OR
EQUAL (IF 180* EXTRA STRENGTH FABRIC
IF USED MAY ELIMINATE WIRE FABRIC)
STEEL OR 2x4 A
I WOOD POSTS I I I
6' O.C.
INSTALLATION NOTES; ELEVATION
1. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. THE NEWLY DISTURBED AREAS RESULTING FROM
FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY
THE ENGINEER.
2. FILTER FABRIC FENCES SHALL BE INSPECTED NOTE: -HIS PLAN IS NOT A LEGAL ENG
IMMEDIATELY AFTER EACH RAINFALL AND AT AN ELECTRONIC DUPLICATE, THE ORIG
LEAST DAILY DURING PROLONGED RAINFAL �j REY ENGINEER AND APPROVED FOR PUBLIC
ANY REQUIRED REPAIRS SHALL BE MADE VIE$f �j THE CITY OF KENT, A COPY MAY 3E OB
IMMEDIATELY, Q� 0 CITY 1
ENcINEERp
3. REMOVE SEDIMENT WHEN 1T REACHES
1/3 FENCE HEIGHT. /
KENT FILTER F
4, INSTALL THE SILT FENCE FIRST, AFTER ., 29 NA{N.M IT{N
THE SILT FENCE HAS BEEN INSTALLED, ,�*�' cssa,NED �o< s n� NONE
CONSTRUCT BERM AND TRENCH. ��,5/DN.AL F cHEw<EC CCX CALL
12/2019
SURVEY BENCHMARK
CITY OF KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC,
INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH
STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET
Q CENTREPOINTE CONSULTANTS 14209 29TH ST E #105
W SUMNER, WA 98390 PHONE: (253) 987-7859
CONSULTANT
MAINLAND ENGINEERING CONSULTANTS CORPORATION
UNIT 206 8363 128TH STREET
SURREY, B.C. V3W 4G1
TEL: (604) 543 8044 FAX: (604) 543 8104
EMAIL: CIVIL@MAINLANDENG.COM
c
m
SEE �TABLE A
�J
EXISTING GRADE
LEVEL LINE
3
ROCK CHECK
DAM - (TYP)
SEE TABLE A
DITCH PROFILE
DETAIL NOTES:
Ol DAM SPACING
O2 SEDIMENT TRAP LENGTH
n LINE THE BOTTOM OF THE SWALE WITH 4" CRUSHED
TOP OF CHECK DAM
EX, GRADE
°�° 1 N 1
FLOW LINE
SEDIMENT TRAP
UPSTREAM
12"
GENERAL NOTES: SECTION A -A
1. SUMP BEHIND ROCK CHECK DAM SHALL
BE INSPECTED DAILY, AND CLEANED
WHEN COLLECTED DEBRIS EXCEEDS
112 OF ITS DEPTH.
3. ISSUED FOR APPROVAL SGC 2022/04/19
2. ISSUED FOR APPROVAL SGC 2021/09/29
1. ISSUED FOR APPROVAL MK 2020/12/15
N0. REVISION BY DATE
6"
DITCH FLOW
TABLE A
��
o
1:100
100
10
1;S0
50
10
1;25
25
5
1:20
20
4
1:15
15
3
1:10
10
2
1:5
5
0
SURVEYED:
SURVEYED
DESIGNED:
EM
AB
AB
DRAWN:
SGC
AB
CHECKED:
RM
A P P R
APPROVED:
AB
SCALE:
AS SHOWN
FOR FURTHER INFORMATION ON STOCKPILING MATERIAL SEE
CITY OF KENT DESIGN AND CONSTRUCTION STANDARDS SECTION 2.3.E
BURY SHEETING
INTO EXISTING SOIL
MINIMUM 4"X4" TRENCH
SANDBAGS, OR EQUIVALENT
MAY BE USED TO WEIGHT PLASTIC
MAX SPACING SHALL BE 10'
CLEAR PLASTIC SHEETING SHALL
HAVE A MINIMUM THICKNESS OF 6 MIL.
NOTES:
1. PLASTIC SHEETING SHALL MEET ASTM D 4397 REQUIREMENTS.
2, MAXIMUM PERMITTED SLOPE SHALL BE 2H:1V.
3. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE
WEIGHTED OR TAPED.
4. TEMPORARY STOCKPILES SHALL NOT BLOCK THE SIGHT DISTANCES OF
ANY INTERSECTION OR DRIVEWAY.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
2022-07-26
10 AI,gX,
BEE SPgCIlYG
PIAS7TC SHF�S
BURY SHEETING
INTO EXISTING SOIL
MINIMUM 4"x4" TRENCH
KIVA No. R-EMC-2204826
BASED ON TH E SUBMITTE D DRAVVINGS AND E PECIFICATIO IN S
PROVIDED BY THE APP LICANT'S LICENS ED EN OINEERS,
.SURIIEYOIRS AND ARCHITECTS AND OTHER CERTIFIED
PROFESSIONALS, THESE PLANS AFLE APPROVED FOP,
CC) NFORMANCE WrTH THE C;MOF KENT ENGINEERING
DI'4lISIOIl'S REQUIREMENTS
ENTS
Development Er g ine-I Manager Date
City Engineer Date
C TY OF MADUENO SHORT PLAT
KENT 19805 108TH AVE SE, RENTON, WA 98055
Planning/Building/Public Works Dept. TESC DETAILS
N
00
N
0
0
N
0
0
0
0
L J
0
0
0
0
Q
0
U)
DATE, C l
2022/04/19 LJ
E1J PAGE: 0
DRAWING NO:
7
SHEET:
7_OF_10