HomeMy WebLinkAboutR-412705N
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ALTA/NSPS LAND TITLE SURVEY
FOUND PK NAIL w
\ W/ FLASHER N
as BM #33127 Lo
o ELEV=344.56' !�
FOUND 3/4" IRON PIPE M `O
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cn 0.39'S, 0.31'W zCB T-1
OF PROP COR N 3 RIM (SOLID)=344.07
'Xl12" PVC (N)=340.82'
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16.1' 12" CONC (S)=340.82'
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o PARCEL #7227801320 PARCEL #7227801285 I co z
21.3' JARVIS CHRISTINA+MARK D MACKENZIE GREGORY SLu
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EAVE cn
kk� co kh k 0.4'N OF PROP LINE I N 3
g k�. 343. k°975kk E 14. 4'' N 88° 7'53" W 1 EAVE
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o sR ' ^ k ° J 3xs �k� k W FENCE O �
ss. TBM#1 FOUND R BAR/CAP 9
SET NAIL IN P S #33127 oya0.4' ��F PROP LINE
ND 1 IRON PIPE cy) " k
ELEV=342.83 0.05'(S) 0.12'(W) ti CTr °
S4Ls `, OF PROP COR ° 0.13'N kti
0 OF PROP CDR VII� O ;w :
28"FIR kti �kti SSMH � ,
,G G PARCEL CD k�° RIM=342.94' s .d �`
25'aa�aa �� �kk 7227801315 £�
CENTER 8" C C
RC): TBM 2 �kCHANNEL(N&S)= 0.44'
•� • SET PK AIL 1 0, 5 SQ FT 4
`o..a d a ELEV 39.93' �k 0.25 ACRES ``' U'
k PARCEL G
1 k ^ °TEL SEW
cv #7227801290 TBM#3 M k
d SET NAIL IN PP s343' 44 k�
0 ELEV=345.14
w 2)W> 11,403 S
SSMH ACRES
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RIM=339.62' °�
II OLIN 3/4" IRON PIPE
CENTER OF 8" CONIC J 0.08'S, 035'W k
CHANNEL(N&S)=331.52' N ° OF PROP CDR
�k 30' Z
p fV k�� "�"� x 6; hkk�
ROW o
1,3 FOUND REBAR(BEN O N 9 0.1 40 DE ° kti rn bzztc
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.... k ti0 28 FI OF PROP CDR
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PARCEL 7 78 1 SI O G.28'N, 0.05'E 9.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. k' h .. ;k�'.. .
RENTON H `USI G UTH �k�� °k -'OF PROP CO °`%` kO� 3 RIM (SOLID)=341.60
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12" PVC (S)=337.25'
° °� �k� d ti 12" CONIC(N)=337.15
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a RCEL #7227801295
ON CITY OF w
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�kti. J �. a o� CB (TYPE 1)
.^ (2)WM c9 O, Oo va . o o IM=340.52'
kp
x �kti ti k IE(E) 12" CPEP=337.12'
390 k c'd 4
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ASPHALT SURFACE
BRICK SURFACE
6666 SZS�
BUILDING
CENTERLINE ROW
CO o
CLEANOUT
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CONCRETE SURFACE
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FENCE LINE (WOOD)
FIRE HYDRANT
G - -
GAS LINE
D4
GAS VALVE
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....._ .._
.......
GRAVEL SURFACE
®
CATCH BASIN (TYPE 1)
O
IRON PIPE (FOUND)
NAIL AS NOTED
4�
MONUMENT IN CASE (FOUND)
►:4
MONUMENT (SURFACE, FOUND)
PH ❑
POWER HAND HOLE
P
POWER (OVERHEAD)
PP O
POWER POLE
0---0
POWER POLE W/ LIGHT
O
REBAR AS NOTED (FOUND)
S
SEWER LINE
0
SEWER MANHOLE
- SD
STORM DRAIN LINE
TEL SENTRY ❑
TELEPHONE SENTRY
SIZE TYPE O
TREE (AS NOTED)
W
WATER LINE
WM u
WATER METER
WV m
WATER VALVE
UUP
POWER (UNDERGROUND)
STORM MANHOLE
SLH ❑
STREET LIGHT HAND HOLE
TEL VLTI
TELEPHONE VAULT
FO VLT
FIBER OPTIC VAULT
PV
POWER VAULT
TV VLT
TELEVISION VAULT
x34p CB (TYPE 1) �k 30"DE xo a "D C RIM=340.46'
�ul °
0.4 IE (S) 18" CPEP=337.31'
a�I
MB (TYPE 1
CBM=TYPE 1) 00" RIM=340.08)'
10 =90°
E (W) 12" CPEP=3
`�Gv I (SW) 18" CPEP=334.89' ° s'° R=25. ' s ° k� ko a 7.08'
PP �a � p A=63° 16'51 " k � 16" Y L=39.27' °x IE (SIE ) 12" PVC=336.98'
N �f!
R=25.0 A=2°30 52 k� k� • . ..'_ ..
f f k. P 4' CB (TYPE 1-SOLID)
M e ,� m k SUNSET
L=27.61 R=129.0
y 0 p" 5
wv, �s f �° ° RIM=340.97'
".' - ° IE N 12" PVC=336 87'
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W"U ,.�.,.,5 . A'. , •. y�,•.�'. . dc'y� • •. &33. S oN.:.d;o.� -'°7' ._.O3Ae.' '�. o...Uo. �.g" `�. '.•d:,4.d a•�'9a'•r: :,', qEti. . y!r
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IE (S) 18" CPEP=336.42'
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dr GCB (TYPE 1) •M
RIM-338a g,as
IE(SE) 18 CPEP=334.70
IE(E) 18" CPEP=334.65'!;+747I R UPUU � P M
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T��rnu ��° :� >au' FOUND MON IN CASE
`.PoL .'�'.. �. ,•> ��. 33 38s 6q "'7 '7 Jl ��J�Ii� o ,,, �,�w . •^d•' d..
SDMH �!?0 3a.s25s Zj RASS DISK
0. i .' : «W ` , .d '38.S% 'p T� 1T �rn `° "' W W 32�� • �.° ., .d �.. .�'. 7. • d
RIM=338.14' ;, w •� �. 3a O cfl ��®� 1r�C�� M d.cn.! : N�0.6'
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IE(SW) 18" CPEP=330.54' •;' •4. >; ti W , .•
IE(SE) 18" CPEP=330.59' e SS '��"� �� 338 8 SUNSET L N N :. a, ' :..: "p .. f:: d
IE(NW) 18" CPEP=333.24' .. %'d.,. .r' '3sa $ "�`'T a•. •'S
: � •.• d,: .. ... •. r,.: ,d• 0 ^ S , SS ° °�'9S �60SS ,.. � ,... N : •, d "S $ S S SS SS � • S.
A. ti 3a CB (TYPE 1-SOLID)
�•.�1.... :.•' .,,. '7 ^J U C. qy ,50. .2g 63 0 SO ��. 3'
/SQ :.. 3� o RIM=339.58'
a w 0, -9 SSMH IE (N) 18" CPEP=335.53'
3o rn
' FOUND MON IN CASE SSMH w RIM=339.48' IE (W) 18" CPEP=335.43'
BRASS DISK BRIM=338.25' CENTER OF CONC
SSMH DOWN 0.5' CENTER OF 12" CONICCHANNEL=327.73' SDMH
RIM=338.34'� CHANNEL(W&E)=327.15' (12" W&E)(8"N) RIM=339.46'
CENTER OF 12" CONC
INLET (TYPE 2) IE (E)18" CPEP=332.81'
CHANNEL(SW&E)=325.94' RIM=338.04' IE (N 18" CPEP=335.56'
IE (N) 8" PVC=328.79' IE(NW) 8" CONC=331.14' IE (W 18" CPEP=332.76'
IE(W) 18" CPEP=330.99'
�s IE(SE) 8" CONC=334.34'
IE(E) 18" CPEP=330.99' -EJ
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( IN FEET )
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DEVELOPMENT ENGINEERING
msippo 05/12/2020
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JOB NUMBER:
190449
DATE:
04112119
DRAFTED BY:
TGC
CHECKED BY:
VVB
SCALE:
1 "= 10'
REVISION HISTORY
/17/19
IADDTL TOPO
SHEET NUMBER
5 OF 34