SCALE: 1"=20'

CHECKED:

DRAFTED:RLE

DATE: 11-9-2018

AREA OF WORK: SEC. 32, T18N, R1W, W.M.

0 10 20 40

SCALE: 1" = 20'

TOPOGRAPHIC SURVEY

SURVEY SYMBOL LEGEND

Signal Control Cabinet

Sign

T Telephone Manhole

Telephone Pedestal

Fir Tree

Oak Tree

Water Manhole

Water Valve

Catch Basin

Axle

Brass Disk

Boatspike

Cased Monument

Concrete Monument

Hub & Tack

Iron Pipe

Magnail w/ flasher

Magnail

PKnail w/flasher

PKnail

Rebar no/cap

1/2" or #4 Rebar w/cap

5/8" or #5 Rebar w/cap

Railroad Spike

Scribe

Culvert

Storm C/O

SDStorm Strip Drain

Anchor

B Bollard

Filler Cap

Gas Manhole

Gaspump

Gate

Guy Pole

Headstone

Junction Box type 1

Junction Box type 2

Junction Box type 3

Mailbox

Pedestrain Head

Pile

Post

Power Pole

Power Pole w/drop

Power Pole w/Luminaire

Rock

Signal Pole

Street Light

Service Pole

Utility Pole

Yard Light

Bike Symbol

Left turn

Flag Pole

Sewer C/O

Lift Station

S Sewer Meter

Sewer Pump

Sewer Manhole

Sewer Valve

TV Pedestal

Gas Vavle

Telephone Booth

Telephone Vault

P Power Meter

SD Service Disconnect

Power Vault

Bush

Stump

Cedar Tree

Hemlock tree

Holly Tree

Madrona Tree

Pine Tree

Spruce Tree

Alder Tree

Birch Tree

Cherry Tree

Cottonwood Tree

Fruit Tree

Maple Tree

Poplar Tree

Willow TreeWater Meter

Blowoff

Hydrant

Irrigation Valve

Post Indicator Valve

Water Pump

Sampling Station

Water Service

SP Sprinkler head

Water Tank

Water Vault

RW Water Vault-Reclaimed

WR Water Valve-Reclaimed

Well

BBQ

Basketball Hoop

Conifer Tree

Deciduous Tree

Gas Meter

Handicap

Sign (Large)

Light Pole

Light Standard

Luminaire

Picnic Table

Pole Trash Can

Traverse Point

Water Air Release

Right turn

Railroad Crossing

Only Text

Straight thru and Right Turn

Straight Thru

Straight Thru and Left Turn

Storm Manhole

Parallel Park Tic

Parallel Park End

Catch Basin w/EJIW inlet

PVC Pipe

Dumpster

WSRW Water Service-Reclaimed

Sampling Station-ReclaimedRW

Water Meter-ReclaimedRW

Water Manhole-ReclaimedW

RW

Irrigation Valve-ReclaimedRWIR

Blowoff-Reclaimed

Hydrant-Reclaimed

BORW

DY

H

RW

Sprinkler head-ReclaimedSPRW

Reduce Pressure Backflow Assem.

RW Air Release-Reclaimed

X

XXX XXX XXX XXX XXX

TOE

TOP

DIT DIT

SD

SS

OTV

UTV

G

OPH

OFO

UPH

UFO

OHE

UGE

W

RW

BARB WIRE FENCE

CHAIN LINK FENCE

CONCRETE FENCE

ROCK FENCE

WIRE FENCE

WOOD FENCE

GRAVEL

TOE OF SLOPE

TOP OF SLOPE

DITCH

STORM (PAINTED)

SEWER (PAINTED)

RIGHT OF WAY

OVERHEAD CABLE

UNDERGROUND CABLE (PAINTED)

GAS (PAINTED)

OVERHEAD PHONE

OVERHEAD FIBER OPTIC

UNDER GROUND PHONE (PAINTED)

UNDERGROUND FIBER OPTIC (PAINTED)

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC (PAINTED)

WATER (PAINTED)

RECLAIMED WATER (PAINTED)

PURPOSE OF TOPOGRAPHIC SURVEY:"EXAMPLE"TO PROVIDE CITY OF LACEY ENGINEERSTOPOGRAPHIC INFORMATION FOR A PROPOSEDWATER RESERVOIR.

DATE OF SURVEY

11/08/2018

BENCHMARKCITY OF LACEY BM#645

CITY OF LACEY 2" SURFACE MONUMENTAT THE INTERSECTION OF

SLEATER-KINNEY & 12TH AVE SEELEV.=202.68

BASIS OF BEARINGMERIDIAN IS WASHINGTON COORDINATE SYSTEM OF1983/91 - SOUTH ZONE DERIVED FROM TIES TO HPGNSTATIONS SANDERSON, MCKENNA AND CBL1110 ANDTO WSDOT GPS STATIONS G259R, GP34005-2,GP34005-4, GP34101-32, GP34101-39, HC34-2, LUHR RM2,TS34-33, TS34-59 AND TO THURSTON COUNTY GPSSTATIONS U-531, AT-194, AT-352, AT-355, AT-447, AT449AND AT-478.DISTANCES SHOWN ARE GROUND SCALE U.S. SURVEYFEET. COMBINED SCALE FACTOR (GROUND TO GRID)IS 0.999935701. SURVEY AF# 3111152 DATED 09-24-1997.

SOURCE OF UTILITY MARKINGSUTILITY NOTIFICATION CENTER (callbeforeyoudig.org)

TICKET #"NOTE IF UTILITY WAS NOT MARKED IN FIELD"

NOTE:The Topographic Survey depicts the physical features that werevisible at the time of the survey. The City of Lacey is notresponsible for the location of underground utilities that aremarked or not marked in the field by other utility providers. Allfeature locations should be independently verified prior to designor construction.

METHOD OF SURVEYSURVEY PERFORMED BY CONVENTIONAL FIELD TRAVERSE USING ALEICA MS-50 (ONE SECOND TOTAL STATION), LINEAR AND ANGULAR

CLOSURE OF THE TRAVERSE MEET THE STANDARDS OFWAC 332-130-090.

VERTICALTHE CITY OF LACEY BENCHMARKS ARE BASED ON NGVD 29 DATUMFROM PRIMARY CONTROL ESTABLISHED BY FEDERAL AND STATE

AGENCIES TO FIRST OR SECOND ORDER ACCURACY. THE CITY OFLACEY'S BENCHMARKS ARE GENERALLY TO THIRD ORDER

ACCURACY.

1 2

CONTOUR INTERVAL=1'

SOURCE OF CONTOURSCOMPILE FIELD MEASUREMENTS USING

AUTOCAD CIVIL 3D-2018

BOUNDARYTHE BOUNDARY WAS COMPILED USING

PHYSICAL FEATURES TIED IN THEFIELD AND DOCUMENTS OF RECORD

AS SHOWN BELOW.

SURVEYS REFERENCEDAF# 965031, AF# 1128108, AF# 8402280119, AF# 8605130016,AF# 8605290011, AF# 8712110002, AF# 8805190058,AF# 9012100126, AF# 9109110189, AF# 9305270116,AF# 9505220163, AF# 9510240185, AF# 3016934, AF# 3018011,AF# 3059296, AF# 3184942, AF# 3201056, AF# 3232582,AF# 3329724, AF# 3777598, AF# 4044376, AF# 4090290,AF# 4091550, AF# 4122114

SHORT SUB REFERENCEDSS-1177 AF#1101084, SS-0182 AF#948180

BLA REFERENCEDBLA-1173 AF#9202280148, BLA-972015TC AF#3127795

BSP REFERENCEDAF#9312030035

PLATS REFERENCEDVOL 5-PG 57, VOL 10-PG 5, VOL 10-PG 23, VOL 12-PG 36,VOL 17-PG 52,VOL 22-PG 39, VOL 24-PG 25, AF# 773765, AF# 792060,AF# 1108861, AF# 9103150142, AF# 9108090038

FILE: Jacob Smith Well Topo 11_2018.dwg

FIELD SURVEYOR & FIELD BOOKSURVEYORS NAME & FB

VICINITY MAP(NTS)

N

Ci ty

of Lacey Wa

shi n

gt o

n

11-9-18

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

W

W

W

W

W

W

W

W

W

W

W

W

W

W

UTV

UTV

UTV

UTV

UTV

UTV

UTV

UTV

UTVG

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

GG

GG

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGEUGE

UGE

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UFO

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

UG

E

G

G

G

G

SD

TO

E

TOE

2" DISK W/PUNCH IN CONC.

2" SURFACE MON

11"

10"

9"

9"

9"

10"

10"

10"

10"

10"

10"

10"

9"

10"

10"

10"

10"

9"

12"

9"

32"

30"

20"

25"

22"

20"

25"

12"

12"

30"

23"

23"

12"

16"

24"

35"

31"

35"

37"

36"

15"

34"

14"

14"

17"

24"

22"

30"18"

25"

40"

48"

48"

34"

17"

21"

14"

24"

34"

23"

44"

40"

9"

15"

11"

15"

18"

33"

25"

41"

15"

28"

52"52"

SSMH RIM = 220.91IE NW = 205.61IE W = 205.34IE E = 205.07

DROP STRUCTUREBETWEEN W & NWPIPE =212.22DROP STRUCTURESW'LY=212.22

SS

SSMH RIM = 226.87IE W = 204.43IE NW 8" DI = 218.47IE N = 204.44IE E = 204.39

SS

TYPE 1 CB = 220.96IE W 12" CONC = 216.93IE S 12" CONC = 216.92

TYPE 1 CB = 225.62IE N 8" DI = 221.72IE S 12" DI = 221.47

SD

TYPE 1 CB = 225.63IE N 12" DI = 219.38IE S 12" CONC = 219.38IE W 12" CONC = 219.22

TYPE 1 CB = 221.17IE N 12" CONC = 217.43IE E 12" CONC = 217.31

TN 221.9

TN 221.0

TN 218.6PVC INDICATOR PIPE

INTELCO LOOP SE

222

225

226

227

227

226

227

228

225

224

12" COL REBAR

W/CAP LS 11958

12" COL REBAR

W/CAP LS 11958

7"

44"

38"

27"

40"

TOPOGRAPHIC SURVEY2 2

N

0 10 20 40

1" = 20'

FILE: Jacob Smith Well Topo 11_2018.dwg

11-9-18