HomeMy WebLinkAboutTED4003248.11-405
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RECOMMENDED FOR APPROVAL
BY: DATE:
BY: DATE:
BY. DATE:
BY: DATE:
i
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH CF 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 VERIFY 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.
ER 0 SION CONTROL PLAN
FOR INGRAM SHORT PLA T
L 0 CA TED IN THE S. W. 914, OF THE N.E. 114, OF SECTION 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, WA SHING T ON
LOT 23
I �
,
-N. LINE -LOT 22 -
RIM - 120.68
i
I LOT 3
1
I
8" DUCTILE IRON N.-S.
R.S.P. N0. 24-76
\
LOT 2
R.S.P. NO. 24-76
CTR. CHANNEL = 111.48
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Lu
W
WOOD WALLS
ffT.
I = 1
MDUCTILE IRON
HOUSE
I
I
81
N., S., W.
I
CTR. CHANNEL = 126.58
- - - - - - - - -
-
SILT FC
CONSTRUCTION EASEMENT
RIM = 125.27
j D'L 2/1, TYP
ASPHALT`EDGE
i Q
I
12" ADS N.= 123.47
.200.00(PLA
- _ -
\
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N LINE 1 2-t9T S89'4E'46"E 200.02' CALC 0
' �
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I - - - -
Co. U0
i 20' INGRtrS� EGRESS
c4c UTI L r Y S.;fd ENT
r'o
CONC. R. W.
g g (PARENT PARCEL)
TL #3340401595 3--
_______________ SO FT
---_I ____-__ - - -
LOT 3 N. LINE LOT 21
P 4, 500t SQ, FT.
4, 500 �TSQ. FT.
580
126
FARING
I?S, TVP
XISTING GROUND
15. CULVERT 1E 12 rrrre-rrrrrrr•-•'• �� A I
...... •........ ..
-.
- - _ WOOD
•• -� - � I i CONSTRUCT( N
-ENTRANCE, TL 1/1 - - _
LOT 1 122
6, 001 f SQ. FT,
116
HOUSE # 1 0 T.L. NO. 723160006
F.F.= 126.9± 1711 I y:-�
TO BE REMOVED 4
WOOD WOOD; ASPHALT D.W.
DECK DECK j
6 _ _ _ 80.02
-�
N89'46'46W 200.02' CALC'D) S. LINE, N. 1 2, LOT 21
200.00' (PLAT)
SHED
R/W
I
r12"
EXISTING GROUND
100' MIN.
(MAY BE REDUCED TO 50' MIN
FOR S'?ES WITH LESS THAN 1
ACRE OF EXPOSED SOIL.)
15' (MIN.
R=25'MIN
e LOT
SI E BENCHMARK
COh�C. S 60D NAIL IN U.P.
Ell. = 125.36 U.S. FEET
1IW
OL ---- - - - - --
EL WALL
' - I
------- 30.00�---�- - EX CB
RIM = 123.57 i
W 12' CMP N. = 121.92 i
12' CMP S.= 122.27 i
SITE
S. 15TH ST.
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t1� tJ�
S. 19TH ST.
VICINITY MAP
TEMPORARY EROSION CONTROL SEED MIX
Weight
% Purity
Germination!
Chewings or red fescue
40
98
90
Festuca rubra var. commutata or
Festuca cobra
(Annual or perennial rye
40
98
90
Lolium multiflorum or lolium perenne
IRedtop or colonial bentgross
10
92
85
Agrostis alba or Agrostis tenutis
White dutch clover
10
98
90
Trifolium repens
i
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LOT 1.
*** NO CONSTRUCTION PERMIT TO BE ISSUED
T•L. No. 7231, UNTIL CONSTRUCTION EASEMENT ON PROPERTY
126
1726 TO THE NORTH IS EXECUTED.
TL #3340401585
_PR. O SI CN CONTROL PLtA-,.AT
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>- 1. Use 4" to8" quarry spalls or crushed rock for surfacing as shown.
3 Yciteri'fines is not acceptable.
0
< 2. The 100' minimum length shall be lengthened as necessary to insure
materiel is not tracked into the public right-of-way.
EXISTING DRIVEWAY
RAVP OR SITE ACCESS
ROAD
C 0 NN STR, U C" 0 N ENTRANCE
NTS
I
r T J, I nst inc.
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, STE. # 104, KENT, WA 98032
(253)852-4880 (local) or 1-(800)251 -0189 (toll free) (253)852-4955 (fax)
E-MAIL: cni@cromernw.com
S Y,RUf�
VrASy�y�v
7
36 "-
�SrCi
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EXPIRES 11 /26/2005 ! NO.
FILTER FABRIC MATERIAL 60" WIDE ROLLS.
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
6' MAX
FILTER FABRIC MATERIAL
2" BY 2" BY 14 GA. WIRE
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 2" 14 GA. WIRE
FABRIC OR EQUIV.
-324801
NOTES:
1.
FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A
SEDIMENT TRAP OR POND.
BURY BOTTOM OF FABRIC
2.
MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE
MATERIAL IN 8 BY 12 TRENCH
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
„
1- 6
DIAMETER WASHED GRAVEL.
11
CI
5.
FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE
i I
SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
5'
0"
6.
FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY
12
AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE
8" MIN.
I
I
IMMEDIATELY.
2" BY 4" WOOD POST -- -
ALT: STEEL FENCE POSTS.
SILT FENCE
NTS
IN
a
S
GRAPHIC SCALE 1 "=20'
imm
20 0 20
LEGAL DESCRIPTION:
(PER STATUTORY WARRANTY DEED REC. NO. 19991227000279)
THE NORTH HALF OF LOT 21 AND THE SOUTH HALF OF LOT 22,
BLOCK 10, C.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO
THE CITY OF SEATTLE DNISION NO. 1, ACCORDING TO THE PLAT
THEREOF REORDED IN VOLUME 17 OF PLATS, PAGE 74, RECORDS
OF KING COUNTY WASHINGTON.
BENCHMARK:
CITY OF RENTON CONTROL ID NO. 476
FOUND 1/2- IRON PIPE IN CONCRETE IN CASE
ELEVATION = 132.86 U.S. FEET.
SITE BENCHMARK:
SET 60D NAIL IN UTILITY POLE
ELEVATION = 125.36 U.S. FEET.
DATUM:
NORTH AMERICAN VERTICAL DATUM OF
1988
PER CITY OF RENTON DATUM
CONTOUR INTERVAL:
2.00 U.S. FEET
ABBR1f'TrI.4TIONS
BLC - BUILDING CORNER
MH
- MANHOLE
C - COMPACT
MJ
- MECHANICAL JOINT
Ce - CATCH BASIN
OVHD
- OVERHEAD
CL - CLASS
PLO
- PROPERTY LINE
CO - CLEAN OUT
R
- RADIUS
D - STORM DRAIN
R/W
- RIGHT-OF-WAY
DDCV - DOUBLE DECTOR CHECK
VALVE
S
- SANITARY SEWER
DI - DUCTILE IRON
SQ FT
- SQUARE FEET
DS - DOWNSPOUT
S/W
- SIDEWALK
D/W - DRIVEWAY
TC
- TOP OF CURB
EL - ELEVATION
TP
- TEST PIT
ESMT - EASMENT
U. N. 0.
- 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
L/S - LANDSCAPING
DESCRIPTION NEiY
EXISTING
STORM SEWER
EX_ STORM
8
SANITARY SEWER
EX. SEWER
S
WATER
-EX_ WATER
Al
AC PAVING
CONC. SIDEWALK-_�
SPOT ELEVATIONS
xx.xx
XX.XX
CONTOURS
50
50
PARKING
O
O
STORM CATCHBASIN
SANITARY SEWER MANHOLE
WATER VALVE
H
FIRE HYDRANT
UTILITY POLE
DECIDUOUS TREE
202
CONIFER TREE
GUY WIRE POLE
GUY WIRE
WATER METER
SURVEYED: SCALE I DATE
NW 1 .=20' r+oR,ZONTAL wni98J° "I ,.� CITY 0 F NGRA►� SHORT PLAT 12/28/04
LSK RENTON FIW--
�-FOR EARL NGRAY I .
j DRAWN:
I I LSK ONE INCH MWM 40.
REVISIONS PER COR & OWNER LSK 03/15 I CHECKED: --I DATUM
�sK IF � ON Planning/Building/Public Works Dept. EROSION WTROL PLAN1
REVISION BY DATE I A P P R Ate: SCALE ACCDRDING`Y I SHIM, 1 OF. 4
74SO ` 4t6-.iili1,.L(4