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DALPAY PLAT DIVISION
SOT 1
NO. 1 m w
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CONO EX 3
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a?S4 TO BE DEDICATED UPON 1
RE ORD1NG OF
THIS PLAT
T NG UTILIT' 7F T 'Rc
ca
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SITE BENCHMARK
FOUND R.R. SPIKE IN U.P.
--_EL. = 431.67 U.S. FEET
,ROW LLI4T, � �2g
EX STORM
S88' 14'37"E 479.91 '
1.97 �. — - INLET PROTECTION &
EX #1, SSMH v LOT 1
RIM=431.09 10,320f SQ. FT.
8" PVC IE'S= NORTH 415.79,
EAST& WEST 415.84 .428-------- — 172.0 2'
EX #2, SSMH T 1 \ (o
RI1W = 421.30 °
8" PVC EAST & WEST IE= 416.78 /
EX #3 SDMH ° I LOT 2 �I
RIM=430.92 T2 8, 601 t SQ. FT. r
EAST IE=419.24 j
WEST IE=419.37 I /
NORTH IE=419.12 172.04.
EX #4, CB
8E LOT 3
1" A
18" EASTT I T3 8, 603± SQ. FT.E=415.58
18" SOUTH IE=415.4,3
EX #5, CB S, T4
RIM=423.66 I r
WEST IE=418.51
r
SOUTH IE=418.41 I 172.0791I
EX #6, SDMH I
RIM=423.71 T5
T6 ti V-
EX #7, SDMH I N
RIM=420.93 T7 `R LOT 4
EX #8, SDMH a I8, 604E SQ. FT. 0
RIM=420.69
18" NORTH IE=411.94 T8 /
18" S.W. fE=41 1.94 T9 ° $8e8 174'87-- T 1'?,Y t01¢' �2
EX #9, OUTFALL
EX#
DTL 1 /1
Li
ip
I
I
C
PRIVATE ACCESS ROAD I
_ — I
& DRAINAGE EASEMENT I
----CON
sTRuc-ION ENTRANCE I
DTL 1 /6
SILT FENCE, DTL 2 6
4�LOCATED
ALONG EASEMENT LINE
l EX
S
IL _EX#
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8�
II
TL # 042305-- 9116
T3
T32 BLDG.
HAMMERHEAD291 EASEMENT'
T28
•h 1
P
T 7
-+-60"
' 3a37
4� of
� ;T22
IE=4#08.97 1 IIIT20�
EX= 0, ,1 OUTFALL I T 10 I G. c `
DECIDUOUS TREE
CONIFEROUS
TREE
T1:
10" APPLE
T2:
12" APPLE 12' D.L.
TO:
14" APPLE 14' D.L.
T4:
10" APPLE 10' D.L.
T5:
10" APPLE 10' D.L.
T6:
12" APPLE
T7:
8" APPLE
T8:
12" APPLE
T9:
8" APPLE
T10:
14" MAPLE 14' D.L.
T7 1:
14" CHERRY
T72:
12" CHERRY
T13:
16" CHERRY
T1 4:
9" MAPLE 9' D.L.
T15:
22" FIR 22' D.L.
T16:
30" CEDAR
T7 7:
14" FIR
T18:
12" MAPLE
T1 9:
2 20" MAPLES
T20:
70" T&,E#AP42305-9031
T2 1:
20" FIR
T22:
22" CEDAR
T23:
18" CEDAR
T2 4;
18" HEMLOCK 10' D.L.
T25:
18" FIR 9' D.L.
T26:
8" MAPLE 9' D.L.
T2 7:
26" FIR 15' D.L.
T28:
17" FIR
T2 9:
20" CEDAR 18' D.L.
T30:
17" FIR 16' D.L.
T31:
36" CEDAR 18' D.L.
T32:
18" FIR 20' D.L.
T33:
19" FIR 16' D.L.
D.L.
= DRIP LINE
E CLEARING LIMITS, YP
T11 I -------
REMOVE EX SILT FENCE g
�2A o T1 �° 00I 9`� NORTH OF LOT 5 NORTH PL. I
� REPAIR EX SILT FENCE SOUTH
T12`�, LOT 5 PER DTL 2/6 IF NECESSARY.
T 13 72, 332 f SQ. FT.
g22� T 15 / ��v 4 '�
420 T 16
416 `41 2-A
474
412 r 420
410
408
406 v BLDG.
404o"`L
402
400
398 c„ / 00
3946 ��� Ow r
392 0�A A /
3g8 GN- GR � �0�0�� ����'A/ TL # 042305-9231
N.G. P. E.
8
l
A 4
C'
/ \ AREA OF N.G.P.E
LOT 3 = 357t SQ. FT.
LOT 4 = 2,326E SQ. FT.
ti 7 LOT 5 = 30,362E SQ. FT.
41
TL # 042305-9032-07
CIV �l TOTAL AREA
110,180E SQ. FT.
2.5i ACRES
Cb
S. LINE, N. E. 114, S.F. 114
i
rn 03 �196
Jam'
E r' I l
Nr
_ , LA
QC-3 '�. C_N•_"1`%'-, STE. #10 , KE�7,.4`;`A 23032
LINE
BEARING
DISTANCE
L 1
S72'07'51 "F
2 29 87 i7
L2
N74'51 '07"E
47.070'
L3
N35'38'08"E
59.548'
L4
N00'02'52"W
55.027'
L5
N06'45'32 "E
38.473'
L6
S75'40'58"E
32.406'
L 7
S 19°05'09 "E
61.373'
L8 S03'28'30"E 79.665'
L9
S21'49'57"W
78.043'
L 10
S31'09'26 "el
83.217'
L 1 1
S66'07'43 "'W
40.521 '
L 12
S26°24'09 "W
66.015'
L13
S34'06'29"W
63.245,
2 —�
I
S88.14'37 E 301.980' (MEAS.)
N.E. 19TH .ST.
JD CONCRETE MONUMENT
1/2- BRASS DISK IN CASE
AT QUEEN AVE. N.E.
DATUM. -
HORIZONTAL - rW 1983/91
VER7ICAL - WVD 1988
.116PER KrOUS APEX S.-
EXISTING = 0.01 ACRES
PROPOSED = .50 ACRES
FOUND CONCRETE MONUMENT IN CASE
W/NAIL & PUNCH 0 INT OF
NE 24TH ST & UNION AVE NE
VISITED ON 6-12-01
(CITY OF RENTON CONTROL NO. 1838)
a
m W
0 0
FOUND CONCRETE MONUMENT ,`On
W1 3 BRASS DISK IN CASE
E. 114 COR. VISITED ON 2-7-97
(CITY OF RENTON CCNTROL NO. 1325)
4 :3
FOUND CONCRETE MONUMENT
N
SOG'03 33 E 5.02 FROM
�0
CALC'D INT. VISITED ON 2-7-97
(CITY OF RENTON CONTROL NO. 716
a
ELEV=437.265
S88' 14'37'E 984.913'
d
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topp.,,b
SITE
°p
Ij
I
FOUND CONCRETE MONUMENT I
W1 1 1 2 BRASS DISK IN CASE I
S.E. SEC. COR. VISITED ON 2-7-97 4 3
(CITY OF RENTON CONTROL NO. 159)
ELEV=415.95 9 i10
HORI7, GN,24L &- TZER'71C. L CONTROL jv-4P
TEMPORARY EROSION CONTROL_ SEED MIX
7. Weight I % Purity
% Germinction
Chewings or red fescue
40 8
! 90
Festuca rubra var. commutata or
Festuca rubra
I
,Annual or perennial rye I 40 98
90
Lolium multiflorum or :Lolium perenne:
iRedtop or co!onia! bentarass 10
92
85
Agrostis alba or Agrostis tennis
Waite dutch clover
10
913 90—�
Trifolium refers
I
I
SOLID
WALLS —
FILTER MEDIA
FOR DEWATERING
is
',� CATCI-! BASIN � GRATE
it
�.—. i .—
OVERF' OW
POROUS BOTTOM
I NIL ET p R0TEC` 0
NTS
LE'G�J, DESCRIPTION.
Ses 102nd St
Set1 C4th St I N e 21,st ,St
23
SG 105ts PI =1
is
N'!-,n19th St c
.S ITE
THE EAST HALF OF THE SOUTHWEST QUARTER OF THE
NORTHEAST QUARTER OF THE SOUTHEAST QUARTER
OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,
EXCEPT THE EAST 155 FEET AND THE NORTH 15 FEET
THEREOF CONVEYED TO KING COUNTY FOR ROAD BY
DEED RECORDED UNDER AUDITOR'S FILE NO. 1313737,
SITUATE IN THE CITY OF RENTON, COUNTY OF KING,
STATE OF WASHINGTON.
BENCHMARK,`':
FOUND CONCRETE MONUMENT WITH 1 1/2" BRASS DISK
IN CASE AT INT. UNION AVE. N.E. & N.E. 12TH ST. (S.E COR.
SEC. 4, T23N., R5E.)
ELEVATION = 415.95 U.S. FEET.
SITE BENCHMARK
FOUND RAILROAD SPIKE IN UTILITY POLE
ELEVATION = 431.67 U.S. FEET.
CONTG UR IN TE.37kj:
2.00 U.S. FEET
NOTE: TWS DETAIL IS ONLY
SCHc MAY°C. ANY INSERT IS
ALLOWED THAT HAS A MIN.
:II 0.5 C.F. OF STORAGE, THE MEANS
— TO DEWATER THE STORED
SEE V ENT, AN OVERFLOW, AND
Ca\' W - EASP.-Y MAINTAINED.
Se 101 st St
=r d
NG 2`nd St
ILI
hJ ; 2CAh ut
NG-0 13th St'
P1 1 7t h St
v f ' 14th PI
'D
VICINITY MAP
,4 P, BRE VIATIONS
0
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
RfW
- RIGHT-OF-WAY
DDCV
- DOUBLE RECTOR 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 DEFT 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
Nr`"
- NORTHEAST
LF
- LINEAR FEET
SE
- SOUTHEAST
L/S
- LANDSCAPING
NG
LEG -r
DESCRZP'" ION
NEB►' EXISTING
STORM SEWER
EX.
SANITARY SEWER
EX. SEWER
WATER
EX_ WATL
AC PAVING
.•', :. :: i
CONC. SIDEWALK
SPOT ELEVATONS
xx.xx�x.xx
CONTOURS
STORM MANHOLE
F)
STORM CATCHBASIN
SANITARY SEWER MANHOLE`
�S
WATER VALVE
?
TEMPOFARY EROS'CN AND SEDIMENT CONTROL PLANIDETAILS
FIRE HYDRANT
2.
STORM AND GRADING PLAN/DETAILS
STREET LIGHT
3.
STREET IMPROVEMENT PLAN, X-SECTIONS, SIGN DETAIL
UTILITY POLE
ram__
4.
WATER & SEWER PLAN
5.
WATER & SEWER PROFILES/NOTES, FIRE HYDRANT DETAIL
TELEPHONE MANHOLE
�T 1
6.
EROSION CONTROL & DRAINAGE DETAILS
7.
FOUND CASE MON
DRAINAGE &ROAD DETAILS
8.
SEWER DETAILS
DECIDUOUS TREE
<:,
9.
WATER DETAILS
BENCHMARK
i
Aw
UTILITY C•^NFLICT NOT.
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 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.
RECOMMENDED FOR APPROVAL
DATE:
DATE: —