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RECOMMENDED FOR APPROVAL
BY: DATE;&��
BY: DATE:
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BY: DATE:
BY: DATE:
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN
POTHOLING ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS
TO PHYSICALLY VERITY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF
SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
334270 0480
S88'4044'$ 160.00'
EROSION CONTROL PLAN
FOR LA THAM SHORT PLAT
L 0 CA TED IN THE S.E. 114, OF THE N. W. 114, OF SECTION 32,
T O WNSHIP 24 NORTH, RANGE 5 EAST, W.M. . y,
KING COUNTY, WASHINGTON
' RIM EL.=165.31
) A WV. EL.=158.31 8' PVC
\ �.. •` 1�6�� S. INK EL.=158.36 (8" PVC)
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'ASPHALT PAVEMEN
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N88°40'47"W
SOUTH LINE OF TRACT 97
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EROSION CONTROL PLAN
1 " -20'
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EXISTING GROUND
15' MIN.
100' MIN.
(MAY BE REDUCED TO 50' MIN
FOR SITES WITH LESS THAN 1
ACRE OF EXPOSED SOiL.)
R=25'MIN
TEMPORARY EROSION CONTROL SEED MIX
% Weight
% Purity
% Germination
Chewings or red fescue
40
98
90
Festuca rubra var. commutata or
Festuca rubra
Annual or perennial rye
40
98
90
Lolium multiflorum or lolium perenne
Redtop or colonial bentgrass
10
92
85
Agrostis alba or Agrostis tennis
White dutch clover
10
98
90
Trifolium repens
N 38th St
N 35111 St
N 34th St
N 33rd PI
d
N 33rd St
N -g0th St
N 37tt1
13611 Meadow Aloe N
N 35th St
m 1 N 32nd St
14
0.1 ht11 3611 MEA,DC
0.00 0 I O r.,
� jet ' VI CINI T Y MAP
'•. it . I t, : r j,
C _ I Rio f rs n��``
I I i I EXPIRES
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�L1L.-%- NOTES.
I >. THE APPLICANT SHALL INSTALL A CONSTRUCTION FENCE AND SILT FENCE
\\ I I ALONC DOWN SLOPE PERIMETER OF THE SITE. THE SILT FENCE SHALL BE IN
I SOUTH END 8" CONC CULVERT
IE EL=172.37 PLACE BEFORE CLEARING AND GRADING IS INITIATED.
(,;,NORTH OUTLET NOT FOUND 2.• THE APPLICANT'S CONTRACTOR SHALL PERFORM DAILY INSPECTIONS OF THE
EROSION CONTROL SYSTEM AND PROVIDE ANY RECOHAfENDATIONS REGARDING
MODIFICA TION OR REDES'ICN TO THE INSPECTOR OF RECORD.
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> 1. Use 4" tot 8" quarry spalls or crushed rock for surfacing as shown.
3 Material with fines is not acceptable.
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Q 2. The 100' minimum length shall be lengthened as necessary to insure
0 material is not tracked into the public right -of --way.
II
EXISTING DRIVEWAY
RAMP OR SITE ACCESS
ROAD
CONSTRUCTION ENTRANCE
NTS 1
S 1( R UF,
Q� pF WASy� F�
Cramer Northwest Inc.
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ENGINEERS, SURVEYORS & PLANNERS �F 3fi049�d
945 N. CENTRAL, STE. #104, KENT, WA 98032 �SS�ONALT�E'\�z
(253)852-4880 (local) or 1-(800)251-0189 (toll free) (253)852-4955 (fax)
E-MAIL: cni®cramernw.com EXPIRES 11/26/2005
2' -0"
5' 0"
2'-6"
FILTER FABRIC MATERIAL 60" WIDE ROLLS.
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE. w
/- 2" BY 2" 14 GA. WIRE
/ FABRIC OR EQUIV.
BURY BOTTCV OF FABRIC
MATERIAL IN 8" BY 12" TRENCH
6' MAX
FILTER FABRIC MATT""
2" BY 2" BY 14 GA
FABRIC OF EQUIV.
PROVIDE 3/4" - 1.5" --
WASHED GRAVEL BACKFILL
IN TRENCH AND ON BOTH SIDES
OF FILTER FENCE FABRIC ON
THE SURFACE.
2" BY 4" WOO- ,
ALT: STEEL FENCE POSTS.
SILT FENCE
NOTES:
1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A
SEDIMENT TRAP OR POND.
2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE
LINE IS 1: 1.
3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO
THE FENCE OF 100 FT,
4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES
SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS
SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE
THAT 85% OF THE SOIL CAN PASS THROUGH.
5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM
DIAMETER WASHED GRAVEL,
5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE
SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY
AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE
IMMEDIATELY.
NTS 1
SURVEYED: SCALE:
CNW VERTICAL: NAVD 7BQ
HORIZONTAL• NAD 1983/11999/ 1�
DESIGNED: 1 "= z 0'-— CITY OF
LcK
DRAWN:
RENTON
LSK
ONE INCH DATU M
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE APPR
ApppMp: SCALE ACCORDINGLY
0
S
GRAPHIC SCALE 1 "=20'
20 - 0 20
LEGAL DESCRIPTION:
(PER STATUTORY WARRANTY DEED RECORDED UNDER RECORDING
NO. 20011016001209, RECORDS OF KING COUNTY, WASHINGTON.)
THE NORTH 80 FEET OF THE EAST 150
FEET OF TRACT 97,
HILLMAN'S
LAKE WASHINGTON GARDEN OF EDEN NO.
2, ACCORDING TO
THE PLAT
THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 64. RECORDS OF
KING COUNTY, WASHINGTON.
BENCHMARK:
CITY OF RENTON BENCHMARK NO. 266
(PG. 5432-1)
DESCRIBED AS: A 1/8' COPPER PIN ON 5" DIAMETER
ROUND CONCRETE MONUMENT POST DOWN 0.2' IN A
MONUMENT CASE AT THE CONSTRUCTED
INTERSECTION
OF N.E. 28TH ST. & JONES AVE. N.E.
ELEVATION: 247.87 U.S. FEET.
SITE BENCHMARK.
TOP CENTER BOLT ON FIRE HYDRANT
NW QUADRANT OF INTERSECTION OF
MEADOW AVE N. & N. 36TH ST.
ELEVATION: 183.75 U.S. FEET
DATUM:
NORTH AMERICAN VERTICAL DATUM OF 1988
PER CITY OF RENTON DATUM
CONTOUR INTERVAL:
2.00 U. S. FEET
ABBREVIATIONS
BLC - BUILDING CORNER
MH
- MANHOLE
C - COMPACT
MJ
- MECHANICAL JOINT
CB - CATCH BASIN
OVHD
- OVERHEAD
CL - CLASS
PLO
- PROPERTY LINE
CO - CLEAN OUT
R
- RADIUS
D - STORM DRAIN
R/W
- RIGHT-OF-W4Y
DDCV - DOUBLE DECTOR CHECK VALVE S
- SANITARY SEWER
DI - DUCTILE IRON
SO FT
- SQUARE FEET
DS - DOWNSPOUT
S/W
- SIDEWALK
D/W - DRIVEWAY
TC
-- TOP OF CURB
EL - ELEVATION
TP
- TEST PIT
ESMT - EASMENT
U.N.O.
- UNLESS NOTED OTHERWISE
FD - FOUNDATION DRAIN
S
- SOUTH
FDC - FIRE DEPT. CONNECTION
W
- WEST
FF - FINISH FLOOR
E
- EAST
FHY - FIRE HYDRANT
N
- NORTH
FL - FLANGE JOINT
NW
- NORTHWEST
H/C - HANDICAP
SW
- SOUTHWEST
IE - INVERT ELEVATION
NE
- NORTHEAST
LF - LINEAR FEET
SE
- SOUTHEAST
LIS - LANDSCAPING
LECEM.-
DESCRIPTION NEF
EXISTING
STORM SEWER
EX.
SANITARY SEWER
--EX.
WATER
_EX. WA
AC PAVING
L
CONC. SIDEWALK
F'
SPOT ELEVATIONS
xx.xx
xx.xx
CONTOURS
50
-----50
PARKING
O
5)
STORM CATCHBASIN
■
SANITARY SEWER MANHOLE
WATER VALVE
H
FIRE HYDRANT
+,
UTILITY POLE
DECIDUOUS TREE
CONIFER TREE
GUY WIRE POLE
GUY WIRE
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WATER METER
LATHAM SHORT PLAT
FOR BRENNA LATHANA
EROSION CONTROL PLAN
SCANNED APR 2 2 %0'-"A-13 ; k% -7�
11/29/04
FIELDBOOK:
PACE:
SHEET: OF:
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