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SURVEY NOTES:/yi i/ --
v / �;� ,-- —_ NOTES:
1. DATUM: �� i //�/// / / i 7/,�%�� —_
HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NAD 83/91,NORTH ZONE PER GPS TIES TO ` /j / / — — 1. MAINTAIN OWNER'S ACCESS TO GATES AND
WSRN. /% — PUMP FACILITY.
/ ;'% /
VERTICAL DATUM: NAVD88 PER GPS TIES TO WSRN. / � / PARAMETIR
2. GPS CONTROL: (LOCATIONS NOT SHOWN ON MAP) / i / / / TERRA5 D 2. REMOVE TEMPORARY ACCESS ROADS AND
PMX 9001 / / v /i /�� / 2011 SURV -- - RESTORE SITE UPON PROJECT COMPLETION.
FOUND 1 3/4" BRASS DISK WITH PUNCH MARK IN CASE. CENTERLINE PC MONUMENT IN MONSTER RD. EAST / /F i�� BOCINDARx�__
OF THE BLACK RIVER BRIDGE.
i TLAND SYMBOL
/MpOL LEGEND
N 176345.687 E 1290905.012 ELEV. 25.59 WE
I
PMX #9002
r / / ® FOUND MONUMENT AS NOTED
/ 7 l ���
FOUND LEAD AND TACK IN NW. CORNERBLACK RIVER BRIDGE FOR MONSTER RD. I � _-- ® CATCH BASIN
N 176477.487 E 1290501.985 ELEV. 34.95 / �� /� / / / i /
CATCH BASIN WITH SOLID LID
3. PROJECT CONTROL: (SHOWN ON MAP)
PMX #9100 /� / / / �O MANHOLE, USE UNKNOWN
SET 5/8" REBAR WITH RED PLASTIC CAP STAMPED PMX CONTROL IN GRAVEL AT WEST SIDE OF EASTERLY
ASPHALT DRIVEWAY TO BLACK RIVER PUMP STATION. CONTROL POINT IS LOCATED 15.7' SOUTHWEST OF THE / i/ / �� / / /� , _ _ _ �U VAULT, USE UNKNOWN
NW. CORNER OF THE DRIVEWAY AND 9.4' NORTH OF THE BACKFLOW PREVENTOR HOTBOX. �" / / / f / ��� LIGHT POLE
N 176426.400 E 1291289.910 ELEV. 28.48
ELECTRICAL PANEL
PMX #9103
SET 5/8' REBAR WITH RED PLASTIC CAP STAMPED PMX CONTROL IN STRAWED GRASSY AREA 12.8' N 35- E / WETLAND i-
/////// / / Li POWER VAULT
OF THE NE. CORNER OF THE NE. CORNER 6' CHAIN LINK FENCE CORNER AT THE LOG STOP STORAGE AREA., /
N 176780.122 E 1291317.724 ELEV. 28.14
POWER HANDHOLE
4. METHOD: // / / / // " A �� �� �. J TELEPHONE HANDHOLE
GPS CONTROL OBSERVATIONS USING TOPCON GPS. Qy/ CITY_ FRE TON _ _ _ -
CONVENTIONAL TRAVERSE METHODS WITH LEICA TCRP1203 FOR SITE CONTROL AND TOPOGRAPHIC SURVEY. / / // �/ C� '' - - - - m V FIRE HYDRANT
BATHYMETRIC SURVEY BY TERRASOND, INC. THE SURVEY PERFORMED ON MARCH 10, 2011. / // �� ' / / KING OUN__
WATER VALVE
5. THIS SURVEY IS A COMPILATION OF SURVEY DATA BY PARAMETRIC, INC. AND TERRASOND, INC.
® WATER METER
6. ELEVATIONS SHOWN AT WATER LEVEL GAUGES DO NOT REPRESENT THE WATER LEVEL AT THE TIME OF
THIS SURVEY. THE ELEVATIONS SHOW THE COMPARISON BETWEEN DATUMS. THIS SURVEY IS ON NAVD88 AND i �� /' �� / �O� i� ✓/ oN / ^�� W❑ WATER VAULT
THE ELEVATION DIFFERENCE AVERAGES +3.55', WHICH IS CONSISTENT WITH THE GAUGES BEING AT NGVD29. l�/ / \ — ( , _ _ / �`
-1 l �v — — y ® GAS METER ASSEMBLY
f /� ✓ % �% SOIL BORE TEST LOCATION
�p� %/� / / /ii% �s
O - J CONIFER TREE, TYPE AND
% � � DIAMETER AS NOTED
��
W� - I
> a� - BLACK RIVER
� � FLOW DECIDUOUS TREE, TYPE
4 (IF KNOWN) AND DIAMETER
ca CL AS NOTED
8' CHAIN LINK FENCE
M
GATE -I% (UNLESS NOTED OTHERWISE)
c GAS LINE
OHw ORDINARY HIGH WATER LEVEL OHW
0
UNDERGROUND POWER
x — ' 1J,/ — _ T UNDERGROUND TELECOMM
w WATER MAIN AND SIDE SERVICE
-
/ X 11.56 SPOT ELEVATIONS
--
- —4— — — EXISTING CONTOUR
4 PROPOSED CONTOUR
WETLAND DELINEATION
MONSTER RD SW CONCRETE
CONCRETE (UNDER WATER)
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