HomeMy WebLinkAboutP_Grading_Elevation_Plans_161020-v1CONCEPTUAL GRADING ELEVATION PLAN
A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4
TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
1w=30'
0 15 30 60
I
CD
FOUND MONUMENT IN CASE
2" DISC W/PUNCH
CB TYPE 1 DOWN 0.4'
+ - - - 5' WOOD FENCE RIM=421.56'
1 - - - - - - - - - REDMOND CT. NE
MAILBOX IE 12" PVC W=418.56' FIRE
ON GONG. BOTTOM=417.06' HYDRANT
/ 1 77
// - 7//
_ _ = -_ SSMH
R�DMONDTURT N. <� ,\yRIM=416.19'
FOUND MON D SCTAlE W/PUNCH - -_-(PUB_ - - - ss IE 8" PVC W=407.04'
DOWN 0.4'I - I� WATER METER
METER
NTX. NE 19TH ST3 p I -M-M a M -M -M- -M M -M
& REDMOND CT. NE
1 " (/WATER VALVES
3 2" MPE IP PSE GIS PLAT: 205085oa- - - �v A
� - - --- FOUND MONUMENT CASE
DATE REFRESHED: 11-03-2015 �G��� Jo 3 i,° \
31 0 - - - _� - �_� G - G s s - _ c ---- --1- t� 2„ DISC/PUNCH SD �, �,�,�_ (2)WATER METERS
ti I I 1 aGASVALV �G I \
(2)WATER I I ' JBOX o OS \\ OWN 0.4' RIM -415.9 -LL �j _
3 ;A REDMD CT. IN N c� to
_ \ SDIAD -ISDI WATER I I = l G METERS
LUMINAIRE ,
VALVE 1 I CB TYPE 1 i;,', OS\ CB SOLID LID IN I s';' SSMH
�� a FIRE RIM=421.67' I \ OS RIM=417.83' RIM=415.08'
o I I HYDRANT I I I IE 12" PVC N-418.45' a\\ s _ N r. °. ; IE 8" PVC W=406.29'
IE 12" PVC E=418.37' I� \\ T\ I °S as _ I I / 5 ; IE 8" PVC E=406.22'
II I I IE 12" PVC W=418.35' I o \ .\` /N C as i G� IE 8" PVC S=406.08'
D - 9 - o - D - - D - 9 - s - o - o - o - - - s - o - o - o - -
WATER
CD METER I I I IE 12" PVC S=418.35' I_ ��` \ I N 3 - CB RIM=414.39'
f BOTTOM=416.87'
IE 12" PVC N=411.22'
CB 24" DIA. a'I�i IE 6" PVC SW -411.90'
RIM=423.90' I Tu a3 - 'c
IF 20" PVC E=420.13' o� II o - - - - - G"` ��, r� �,� �� - CENTER=409.71'
IE 20" CNC S=419.95' I 1 I \ CB TYPE TJJ:,I�-
IE 20" PVC W=419.80' 3 I 1 R _ I J - ` c] LL
^ cr " I I NO PARKING
IM423.48'
iB
BOTTOM=418.86' I N Y`,1'4 I I �<��^ SIGN EL�
E 18" CNC N=420.13' I o " „ ,
E 12" PVC E=420.58' I I ;; I ^" STORM VAULT _ f�IS�RS WATER METER
3 s� IE 18" PVC W=420.13' ;":� I I I TOP= 416,69'
SSMH RIM=424.98' BOTTOM -420.13' J �n±416.6
LADDER ON SOUTH a" �°`� c I I FND. REBAR SDMH
3 � rn I '�� `� � MATCH EX.
IE 8" W=420.39' a 1 4' WOOD CB TYPE 1 -'' -��' �� FND. REBAR RIM=417.49' 3
I &CAP CNW
FENCE �' I FND. REBA LS40016 HOLDING MANHOLE
SEWER DOES NOT CONTINUE w I , RIM=424.07' I I
3 N o _ V & ±416.6
CAP CNW
IE 12" PVC N=421.47' I FND. REBAR & CAP CNW 0.2'E OF BOT OM CENTER=397.49±I
N �a LS 18913 & CAP CNW I I LS 40016 LOT CORNER 3 o MATCH
FOUND REBAR I I NO PARKING IE 10" PVC W=421.64' # I MATCH EX.
� NO PARKING ,�• �
0.4'NX0.5'W I # I STORM VAULT
LS 40016 I a2'sxo.2'w I PROPOSED ROCKERY TOP=416.70'
& CAP LS�11332 3 � " \� SIGN SIGN BOTTOM -420.85' OF LOT CORNER I I CONC. WALL -1 I OF LOT CORNER
v- 1 NO1 `03'23"E 210.02'
6' WOOD FENCE °0 ' ° 5 W00 FENCE - _ \
r ° ° __ ° °_ 0 0 ° 0 0 / 7Y 4' WO D FENC NO PARKING SIGN ----- -
3 cn NO 031 3 ' -- - --- 7 ,23„ ����, 5' W OD FENCE S01'03 23'W 420.11
SDMH RIM=426.28' -5.a a{a B TYPE 1 I \ i 1° 3' 3"
E 18" N=420.39' ii 1 �a IM=425.55' I - �/ i "� I �� `\ S1°0 '23"W 223.45' -
S1°03 23 W
E 18" CNC. E=420.38' - as 3I ais
IE 3" 5=421.08' ° \ WALL o o \\ 2O� ° °j /�
s S GS - GS - G GS - GS - GS - GS - _ BS o I ° o o ° �__ = _V\ �5o �%' q� TW 21G00� I ' 0.3� • 3i
BOTTOM=419.96' -� I� 1-45� - y - -
CB TYPE 1 I p�1TT - ,-- --- ____ rV o �I� / 8 41 8 420.00 I I _�
d �_ B TTG 41-9..55'---_ _ ) ,9
LADDER ON NORTH I F I -9 �� - \ \ 416.00 416.00
�< / o -416 I
WATER c, b STREET °� \ =420.0
I I I III ° CB SOLID LID o � ' \ \ I �*
RIM=425.76' METER I ° ',I 3 1 IJ CB SOLID LID I - / � J=- \ \ \ W=418. I I ) 4.4� w Irl
w LADDER ON WEST OSS'
IE 18" E=419.07' ®' N I RIM=428.00'\ T �_ / CO \ � 7W=418.50 IN -� 3'7% 41 6.00
o n RIM -424.40' 5 / I �ktRJ4 \ ° \\ \` \ BW=417.00
IF S=UNABLE TO ACCESS ca IE 24" PVC N-420 76' S MH 42" DIA. I 41600 X
I
- I
I
I
I
I
I
FND. 1/2" REBAR
& CAP LS#18098
0.4'E OF PROPERTY
CORNER
" V - ROCKERY
° I 3 IIp 1 IE 18 CNC N=415.65 -:'J\\ N O i - \ \
I I RIM 424.58' / POSSIBLE SOIL
BOTTOM=417.19' PS I �, SII IE 24" PVC SE44267' I v L� TO ACCESS , _ �_ p MIN FF=417.0 ao00 �w
as IE PVC NE=416.16' /-� O
CB TYPE 1 E 4" PVC 5E=424.00' B
IE PVC SW=415.61' \ \ °
P iit ,I IE 8 PVC SW=421.00 o1 Vii_ �� o ��� 3�
RIM=427.40' I �I \ �- o \\--`---\\ o �I ' PERK TEST
11 v� �z / MIN FF=417.0
w.°I M M - M GRT - G 2' M E ISP SPS GIST I °moo /`� o ° �- 8309 �j <. I '
ra z .� \ �=41261' A Dj \
LADDER ON NORTH I � v
WAT R = G / \
IE 13 W=421.90 VALE NI �'II i o SDMH R T�RAGE45' \ �1�- t °
IES UNABLE i° r AS ii a WATER SRAGE TANK I �' h \ ; -#1�.4 u \ �/
a WANE r I\\_� $" �1 \ I Z
TO ACCESS 1-3 p �o BOTTOM=11.75' I \ - Gs \ o o I I
BOTTOM=420.20' °oil oI ��Gil�'G FIRE � �\I ��`\ �711
�°:1 416 2� I 412.34
10 Ii HYDRANTP - �6 _ --- }o �6 LIGHT ;� I pc NSI °� INDI Tio %" - M M - M Dj�N� L ° \�P�\� ° • I 412.51 LOT LINE (TYP.)
JBOX plo a POWER I OF WALL ? ° F�005 \ ° \ ° / I
1 CB TYPE 1 of WALL I 427.26 WATER \ \ \ ° °03 N1°03'22"E 98.98'
1 c, II POLE W/TRANSFORMER I �' RAIN ETER _ 2.. o `� \ \ o SSE SOIL ^
r m z 1 II RIM=426.23' DRAINS G- P-� G -
b un QI �-- I 427.58 l° \ R \ \ RK T 412.51
;a '"III W iii ° w MAILBOX I IF 6" PVC N=423.85' S \\ \ 39 \\\ \� �� ` \ /
W _ 1 = --- ------------- 427.64 \ \\ 413.16 C /
III IE 6" PVC E=423.48' I -X27.44 427.95 ° "c; J
0
IE W-423.89' I r- 428.02 \ \ I ,
- N iii Qi BOTTOM=422.78' I WATER WATER O X42 // \ AGG yg� ° ° ° S3 OSSIBLE SOIL 41 .16 ✓- / r
I METER I METER N \ 428.22 \ o ° M I PERK TEST / O
(T
WATER METEREW
iii = I L Ili q I ICo Lo
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z
08 ^\41306428.00 )
0 428.00 ° >UIN F3F
14JiT ° \ %o
II �ji 3 W a o \ �4 O� \ 6 ` /J / / / /
0
2.5' ROS1 0 0 0 �_
00
rn
MIN FF=429.0\\off \ \
0 3
N O \ \\ \ \ \\ \,90°� \ " O ✓ o� / / / `O
�3 iIV� SSMH I I 00
\/�� v
V) 1 RIM 434.50'
I \ o
LADDER ON SE
3 iu" IE 10" E=419.74' o
IE 8" S=419.90' s 3'WOOJ
(3)WATER VALVES 3 N a IE 10" W=419.60' I FENCE 1.71E F
1 iii 1 ° 1 ° - _ I - - I 428 PRUFEFT7LINaMo 0
SDMH °� 1 �- I - �- _ o2'N N1°0534 E 84.12 J ,I I / I I I I I ° �� moo°\ // °
RIM -434.6 1' 3 - s FND. REBAR N1"
LADDER ON SOUTH 1 I .i &CAP LS22898 I 71;�° _ _ 'Oa -3463. 8'
�_
E 12" E=422.97' n STREET SIGN I I I m / / / I �\�1� 394
IF 12" W=423.66' SSMH I
BOTTOM -420.91' N I I RIM= 34.80'
LADD R ON SOUTH ✓ ` 1 l \ I
1 IE 8' N=419.36' I I ° \ \ \
FOUND MONUMENT IN SASE IE 8" E-419.53'
2" BRASS DISC W/PU CH, IF 8' W-419.55'
FOUND REBAR & CAP LS#1r898
I
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GENERAL NOTES:
1. TAX #: 042305-9032
2. GROSS SITE AREA: 72,318 S.F. (1.660 AC.±)
AREA OF WORK: ±21,100 S.F.
3. PROPOSED USE: 4 -LOT SUBDIVISION
4. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD VERIFIED BY
LANKTREE LAND SURVEYING, INC., JULY 2016
5. CUT= 650 CY
FILL= 100 CY
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