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SURVEY NOTES:/C� /
/ ES.
1. DATUM:
HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NAD 83/91,NORTH ZONE PER GPS TIES TO
WSRN. �
1. MAINTAIN OWNER'S ACCESS TO GATES AND
/ � / / / � � -% � � '
VERTICAL DATUM: NAVD88 PER GPS TIES TO WSRN. PARAMETRJ /8c - PUMP FACILITY.
-`�-�
TERRA 0-ND 2. REMOVE TEMPORARY ACCESS ROADS AND
2. GPS CONTROL. (LOCATIONS NOT SHOWN ON MAP) 2011 SURVEY RESTORE SITE UPON PROJECT COMPLETION.
PMX FOUND1 900/ B01!JNDARY
3 4" BRASS DISK WITH PUNCH MARK IN CASE. CENTERLINE PC MONUMENT IN MONSTER RD. EAST / / �/ / ice/
/ OF THE BLACK RIVER BRIDGE. / / ��`� / / % / / �� I
N 176345.687 E 1290905.012 ELEV. 25.59 / / �/ / �/ /� WETLAND -SYMBOL LEGEND
PMX 9002 j /
# / / FOUND MONUMENT AS NOTED
FOUND LEAD AND TACK IN NW. CORNERBLACK RIVER BRIDGE FOR MONSTER RD. / / / / f
i / / I
/ / � � � ' � �® N 176477.487 E 1290501,985 ELEV. 34.95 CATCH BASIN } / // � � j I
3. PROJECT CONTROL: (SHOWN ON MAP) / / % / / / % I I ® CATCH BASIN WITH SOLID LID
PMX #9100
SET 5/8" REBAR WITH RED PLASTIC CAP STAMPED PMX CONTROL IN GRAVEL AT WEST SIDE OF EASTERLY / ' / �� r / j �0 MANHOLE, USE UNKNOWN
ASPHALT DRIVEWAY TO BLACK RIVER PUMP STATION. CONTROL POINT IS LOCATED 15.7' SOUTHWEST OF THE / / �r / / I VAULT, USE UNKNOWN
NW. CORNER OF THE DRIVEWAY AND 9.4' NORTH OF THE BACKFLOW PREVENTOR HOTBOX.
N 176426.400 E 1291289.910 ELEV. 28.48 LIGHT POLE
PMX #9103
SET 5/8" REBAR WITH RED PLASTIC CAP STAMPED PMX CONTROL IN STRAWED GRASSY AREA 12.8' N 35• E WETLAND I I I I / ELECTRICAL PANEL
OF THE NE. CORNER OF THE NE. CORNER 6' CHAIN LINK FENCE CORNER AT THE LOG STOP STORAGE AREA. POWER VAULT
/ I
N 176780.122 E 1291.317.724 ELEV. 28.14
� � POWER HANDHOLE
4. METHOD: / r r � �� ����� � �,� I f 1 � :., I � � � T GPS CONTROL OBSERVATIONS USING TOPCON GPS. f �� �.U� / — -___� I JI `ary �� / ❑ TELEPHONE HANDHOLE
CONVENTIONAL TRAVERSE METHODS WITH LEICA TCRP 1203 FOR SITE CONTROL AND TOPOGRAPHC SURVEY. / �_ _� — _ _ _ �
BATHYMETRIC SURVEY BY TERRASOND, INC. THE SURVEY PERFORMED ON MARCH 10, 2011. / / / ! KING U I �/j� FIRE HYDRANT
WON
5. THIS SURVEY IS A COMPILATION OF SURVEY DATA BY PARAMETRIC, INC. AND TERRASOND, INC. / r ,® / - — =�L _ D4 WATER VALVE
6. ELEVATIONS SHOWN AT WATER LEVEL GAUGES DO NOT REPRESENT THE WATER LEVEL AT THE TIME OF / j / �� Cj] WATER METER
THIS SURVEY. THE ELEVATIONS SHOW THE COMPARISON BETWEEN DATUMS. THIS SURVEY IS ON NAVD88 AND
THE ELEVATION DIFFERENCE AVERAGES +3.55', WHICH IS CONSISTENT WITH THE GAUGES BEING AT NGVD29, �/ \ — °N WATER VAULT
/ GAS METER ASSEMBLY
/ / / / I ' 1 SOIL. BORE TEST LOCATION
7 v / / / aC Q , a CONIFER TREE, TYPE AND
— 1 �/ s / ` / W F.- im I DIAMETER AS NOTED
�- -- / a f BLACK RIVER
} � I -�--- FLOW
J 4 ( L� I o DECIDUOUS TREE, TYPE
f O I (IF KNOWN) AND DIAMETER
m
AS NOTED
ACCESS GATE !� ,/
i ' I _ 8' CHAIN LINK FENCE
i / a UNLESS NOTED OTHERWISE
• / % �� \ _ _ �� ICI _ _ �t j
i
®H
Nile
GAS LINE
��/ ✓ / �� . �,�—_r _ —
OH�r
,� / / gtL,p► �/ `�- ` - _ ORDINARY HIGH WATER LEVEL (OHW)
UNDERGROUND POWER
UNDERGROUND TELECOMM
_ II WATER MAIN AND SIDE SERVICE
X 11.56 SPOT ELEVATIONS
EXISTING CONTOUR
4 PROPOSED CONTOUR
MONSTER RD SW MAINTAIN OWNER'S ACCESS i --� - WETLAND DELINEATION
TO GATE,& PUMP FACILITY � i I
- ----------� CONCRETE
CONCRETE (UNDER WATER)
50 0 50 100 150
SCALE IN FEET RIPRAP
I �\
ReCommended for Approval CALL 2 WORKING DAYS
_ — — — -- I=3 90*2v-= ®ate �' �1Lo BEFORE YOU DIG
� � 1-800-424-5555
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
APPROVED: TOM BEAN 3 2016 G P.� SHEET
FIELD BOOK: PROJECT � WA, BLACK RIVER PUMP STATION
LQ
King County G2
SURVEYED: -- -- MANAGER: TOM BEAN 3 2016
1 120590 0 Department of Natural Resources and Parks SEDIMENT REMOVAL OF
SURVEY BASE MAP: -- �— PROJECT No. Water and Land Resources Division
DESIGNED: ERIK PETERS 3 2016 C01043C16 4 Ogg Regional Services Section 9
CHECKED: CONTRACT No, 0��t>IST�.ti�'
ssjoxA ` Christie True, Director SITE PLAN AND SURVEY NOTES SHEETS
NUM. REVISION BY I DATE 201
DESIGN ENTERED: KAY KITAMURA 3 6 2011-06
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