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BASIS :OF BEARINGS: SOUTH LINE OF THE NORTHEAST
QUARTER OF SECTION 11 BEARS N 88'52'27" W PER
THE PLAT OF BAYVIEW ESTATES, SEE NOTE 4.
LEGEND
B FOUND MONUMENT AS NOTED
O FOUND CORNER AS NOTED
• SET 1/2" REBAR AND CAP LS 33133
0 SAN. SEWER MANHOLE
STORM MANHOLE
a STAND PIPE AS NOTED
E-- GUY ANCHOR
-0- POWER POLE
POWER RISER
FIRE HYDRANT
M WATER VALVE
® WATER METER
GUARDRAIL
-S-_ B" PVC SAN. SEWER LINE
- - --D- - STORM DRAIN LINE
DATA PER LAKE HAVEN UTILITY SCHEMATIC
---SS- 8" SAN. SEWER SIPHON LINE
CONO.
I ! 0(1i DATION
o
n i OU D R
A j S 1
ACCESS AND �11LITIES ESM'T 1� I
REC. NO. 871 240527
�� N 88'23'0 9! 45' 100.5 ..-...,-
/ N 88*23'05" W / 0 ACCESS AND UTILITIES ESM'T ( r!r
/ REC. NO. 8707200839 - ^ /ib
pFiP'�l
TBM-1 E N(
ELEV. 13 t.74 - �EOP��M�
/AN. SEWER MANHOLE 3 111
/LOCATION PER AS -BUILT,
SEE NOTE 7) / i30 / SAN' SEWER ANI 10 E
RIM 131.7 IM131.08 I N
IE 124.00 (8" PVC W. / s E � 22.48 (8" PV )
IE 123.8 (8" PVC NE.) ,�t 2.08 (8" PV
r/ /" S .! / i !n
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UTILITY WARNING:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES
NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE
DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES.
_J
PORTIONS OF -THE NORTHEAST QUARTER AND THE NORTHWEST QUARTER
OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M.
CITY OF FEDERAL WAY, KING COUNTY, WASHING T N.all 1 AS V"AY
_
SET 1 /2 REBA AND CAP ; ! , I 11i'
" L 33133 ON P OPERTY LINE !
"--
4; � N 88'52'27" W 800.00'
540,98'
F WING
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� SEE NOTE 8
p'
STORM MANHOLE j
RIM 116.27
0 IE 110.62 (4" PVC SW)
IE 110.52 (18" CMP W.)
4' CHAINLINK GATE " n
6�1�0
!E 109.27 (18 CONC, N.) i I ._ RQF
IE 113.26 (18" CMP) (FIELD VERIFIED DIIFFERENCES I .
;tp: // N �P �3'x9' STORM STRUCTURE Or PIPE TYPE TO NvRTH) -- I • I'
00 91 a p�N WITH TRASH RACK.
661?; RIM 113.6 (LOW SIDE NE) .�, .i - „� !.r-�, -1
N l .�:.co
s P5Q S J' BLOWOFF STAND PIPES i ,._.;
RpP� �• 132 SAN. SEWER FLUSHING VAULT
Q N EDGE OF POWER RISER WITH ! '�
N / ASPHALT METER AND CONDUITS SAN. SEWER MANHOLE
S� PAVEMENT U/G POWER FROM POLE RIM 116.27
IE 120.42 (4" D.I. E.) I i 44
3' WIDE RETAINING WALL IE 120.27 (8" PVC S.)
SAN. SEWER MANHOLE IE 117.92 (12" D.I. W.) / E. 1/4 CORNER
S RIM 137.63 N ER
IE 115.12 (12" D.I. N.) I BAYVIEW COUNTCALCULATED Y ESOTATES
CONC. WATER VALVE ! ;
IE 119.78 (12" D.I. W.) '•
MARKER POSTS REC'D IN VOL 140 OF PLATSi
_ IE 119.63 (12 D.I. E.) i / AT PAGES 16 - 19. NOT VISITED
N 88'52'27" W 2632.40'
CENTER OF SECTION 11, I Gz
FOUND BRASS PIN INQ'' U
a
%1/ 1,74
\ CONC. IN CASE
`3'x9' STORM STRUCTURE,::-
WITH TRASH RACK..-:
RIM 129.35 (LOW SIDE NE) 1...-...', /.►.: Q n; m
IE 129.00 (12" PVC SE) 4/ C3 " � , „, a -a
/_.►
SAN. SEWER MANHOLE
RIM 140.78 � � --�. �c�_t�1.�.�""l3..:�r +Gr��.j�±! �;y .�,� ,�'" t-
IE 134.78 (12 D.I. SW.) °� TOO ems_
IE 122.13 �8" PVC N. & SW.)
I
IE 121.93 12" D.I. W.)
IE 121.73 (12" D.I. E.) i
S. 1 /4 CORNER
CALCULATED POSITION
PER PLAT TWIN LAKES NO. 6
REC. NO. 7611230497
NOT VISITED
NOTES:
1. FIELD WORK PERFORMED AND MONUMENTS VISITED IN FEBRUARY AND
MARCH 2O01.
2. METHOD: FIELD TRAVERSE WITH A LEICA TCA 1103 PLUS. FINAL RESULTS
MEET OR EXCEED THE CURRENT -TRAVERSE -.STANDARDS CONTAINED IN
W.A.C. 332-130-090.
3. REFERENCE: DEEDS RECORDED UNDER THE FOLLOWING RECORDING NUMBERS;
9107160768, 9107160769, 9107160770, 9107160771, 8506060436, 9609111585
AND 80061.60382, RECORDS OF KING COUNTY, WASHINGTON.
4. REFERENCE: PLATS RECORDED IN KING COUNTY AS FOLLOWS:
BAYVIEW COUNTRY ESTATES, VOL 140, AT PAGES 16 - 19.
TWIN LAKES NO. 6, VOL. 101, AT PAGES 32 AND 33.
DUMAS PALISADES, VOL. 65, AT PAGE 13„
5. REFERENCE: KING COUNTY SHORT PLAT 885015, RECORDED UNDER RECORDING
NUMBER 8712240527, RECORDS OF KING COUNTY, WASHINGTON.
6. REFERENCE: SURVEYS RECORDED UNDER THE RECORDING NUMBERS
8208109001 AND 9812289005, RECORDS OF KING COUNTY, WASHINGTON.
7. VERTICAL DATUM: PER LAKE HAVEN SEWER DISTRICT.
BENCHMARK: INVERT IN 124.0 FOR MANHOLE NO. 3 AS SHOWN ON
MAP DATED 5-22-79.
TEMPORARY BENCHMARK NO. 1.
SET R/R SPIKE IN SOUTH FACE OF POWER POLE AT THE NORTH SIDE
OF SW DASH POINT ROAD AND AT THE EAST EDGE OF ASPHALT
DRIVEWAY LOCATED NEAR THE SW. CORNER OF THE SITE.
ELEVATION 130.74.
8. REFEERENCE: RIGHT-OF-WAY MAP, TITLED S.R. 509, PIERCE COUNTY
• LINE TO PSH NO. 1", SHEET 1 OF 1, LAST REVISED 8-27-93. PROVIDED
WASHINGTON STATE DEPT. OF TRANSPORTATION. SHEET 1 OF 1.
ur_Z)uMt' 1IuIN�): II 1��
TAX PARCEL 112103-9056-03 ,,PEf DEED REC. 9107c169
THAT PORTION OF GOVE RNMFN T LOT 2 IN SECTION I )I 1 iI OWNSHIP 21 NORTH, RANGE 3 EAST
W.M., DESCRIBED AS FOLLOWS: !THE SOUTH 523 FEE-11 OF THE 'WEST 800 FEET OF GOVERNMENT
LOT 2, LESS PORTIONS LYING SOUTHERLY OF THE NOI; I-IERLY LINE OF PUGET SOUND MARINE
VIEW DRIVE, LESS STAT'_ HIGHWAY,! COMMONLY KNOWN AS TAX PARCEL NUMBER 112103-9056-03.
11
TAX PARCEL 112103-9C!14-04 'W DEED REC, NO. 10 160771
THE EAST 96.64 FEET OF THE 1SOUTH 523 FEET OF b ERNMENT LOT 3 IN SECTION 11,
TOWNSHIP 21 NORTH, RANGE 3'EAST' W.M., KING COJlII ilY, WASHINGTON.
TAX PARCEL 112103-9013-05 PER DEED REC, NO. 9� D 160768
LOT 11-21-03 BLOCK 9013, SOUTH HALF OF THE W�� 83.33 FEET OF EAST 179.97 FEET
OF SOUTH 523 FEET Oi- GOVERNMENT LOT 3 OF SEC 11, TOWNSHIP 21 NORTH, RANGE
EAST, W.M., KING COUNTY, WASHINGTON.
3 I
TAX PARCEL 112103�_9038-06 (PE0, DEED REC. NO {1 7160770
NORTH HALF OF WEST 83.33 FEET] OF EAST 179.97 ET OF SOUTH 523 FEET OF GOVERNMENT
LOT 3, SECTION 11, ;TOWNSHIP s 1 NORTH, RANGE 3 T, W.M., KING COUNTY, WASHINGTON,
I
I
!
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTSil A SURVEY MADE ME OR
UNDER MY DIRECTION Ik CONFO�MA,NCE WITH THE RE1tJ REMENTS
0►. THE SURVEY RECORDING AC AT THE REQUEST 0 L1OIS DOBISH.
I
i
D VID A. IRONMONGER j 1 ATE
i
33133 !
LICENSE NUMBER
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