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CH.WAT.

H2OH2O

H2OH2O

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OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

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XXXXXXXXXXXXXX

SANSAN

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANH2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O

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X X X X X XX

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

#22

smag bogus_gps26

813.91

#27

fmag29

830.70

fi bf_flush31

813.01

fi bf_flush35

823.57

fi bf_flush36

822.78

fi bf_flush37

817.49

#39

fi bf_.5ag42

827.71

SAN MANHOLE TC = 815.17'E 8" CLAY INV = 809.47'W 8" CLAY INV = 809.47'

FFE = 817.85'

STORM MANHOLE TC = 828.13'E 12" RCP INV = 825.33'W 12" RCP INV = 825.33'

STORM MANHOLE TC = 827.45'N 12" RCP INV = 824.45'E 12" RCP INV = 824.45'

FFE = 818.05'

FI BT_.3BG_EQ501492972647

830.10

FP PINCH_.1BG_EQ501392972648

822.72

1 STORY BRICKBUILDING 1 STORY BLOCK

BUILDING

2 STORY APARTMENTBUILDING

DECK

DECK

DECK

DECK

12th STREET(PUBLIC - ASPHALT)

PARK

AVE

NU

E(P

UBL

IC -

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CON

C. WALK

CON

C. W

ALK

GRAVEL

GRAVELASPHALT

GRASS

GRAVEL

4" PVCINV = 823.50'

4" PVCINV = 823.54'

4" PVCINV = 828.20'

CONTROL POINTSPOINT #

236712

22

2739

NORTHING1432193.30001429402.91701431679.87501428910.03901430182.5170

1430423.1330

1430396.43301430460.8170

EASTING3110143.79803110182.27803111723.14403111835.40203113835.5440

3111306.1100

3111475.48403111095.6150

ELEVATION801.41770.68796.71772.43869.36

822.84

831.77813.98

DESCRIPTIONMON 02-2015MON 03-2015MON 06-2015MON 07-2015MON 12-2015

5/8" REBAR WITH RED "CONTROL WITNESS" CAP

HUB WITH MAG NAILMAG NAIL

TRASH

ST ST ST ST ST ST ST ST ST ST STSTST

SANSAN

MATERIAL STORAGE AREA(GRASS & EXPOSED CONCRETE)

UTILITY LOCATES INDICATESEWER LINE ENDS EAST OFTHE LATERAL TIE-IN

1

SCALE 1"=20'

20 10 0 20LOCATION MAP

NOT TO SCALE

SITE

LEGEND:

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PHONE RISER-BOX

GAS RISER-BOXGas

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1OF

PROJECT NO. 9874

SURVEYTOPOGRAPHIC

CHECKED BY : M.K.

SURVEYED BY : C.M.

SHEET

DRAWN BY : R.S.I.

DATE: NOVEMBER 08, 2018

ByDa

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visio

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S:\jobs\9801-9900\9874 IU FINE ARTS SHOPS\DRAW\9874_C3D_TOPO.dwg

IU F

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INDI

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p Ro

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loom

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12-3

36-8

277

Email

: mkn

oy@

brcj

civil.c

om

TOPOGRAPHIC SURVEYA PART OF LOTS 68-71 OF UNIVERSITY PARK

ADDITION TO THE CITY OF BLOOMINGTON, INDIANAMONROE COUNTY

BLOOMINGTON, INDIANA

13th STREET

12th STREET

11th STREET

COTTAGE GROVE AVE

FESS AVENU

E

PARK AVENU

E

WO

ODLAW

N AVEN

UE

FORREST AVEN

UE

CONTROL POINTS:HORIZONTAL DATUM:

NAD 83, Indiana West Zone State Plane, U.S. Survey FeetVERTICAL DATUM:

NAVD88, U.S. Survey Feet

NOTES:1. BEARINGS SHOWN HEREON ARE BASED UPON GRID NORTH ESTABLISHED FROM THE 2015 IUNETWORK CONTROL MONUMENTS.2. FIELD SURVEY CONTOUR INTERVAL = 1' AND IS BASED ON THE 2015 IU NETWORK CONTROLMONUMENTS.3. FIELD WORK COMPLETED AUGUST 23, 2018.4. UTILITIES SHOWN HEREON ARE PER OBSERVED ABOVE GROUND EVIDENCE AND FROM UTILITYMARKINGS PLACED ON THE GROUND BY INDIANA811 MEMBER UTILITIES (SEE TICKETS BELOW).MEMBER UTILITIES DO NOT LOCATE PRIVATE LINES OR FACILITIES. MEMBER UTILITIES DO NOTLOCATE SERVICE LINES NOR ALL UTILITIES WHEN A SURVEY IS THE PURPOSE OF THE TICKET.OVERHEAD UTILITIES ARE IDENTIFIED AS OVERHEAD WITHOUT SPECIAL INVESTIGATION AS TO THETYPE OR NATURE. STORM AND SANITARY INVERT ELEVATIONS, PIPE SIZES, AND MATERIALS ARE ALLAPPROXIMATE BASED ON LIMITED INFORMATION AVAILABLE FROM THE SURFACE. NO STRUCTURESWERE ENTERED TO ACCURATELY MEASURE PIPE SIZES OR TO VERIFY PIPE TYPE AND MATERIAL.STRUCTURE GRATES AND COVERS SHOWN SHOULD NOT BE ASSUMED TO BE THE CENTER OF THEBELOW GROUND STRUCTURE. ALL UTILITIES INCLUDING LOCATIONS AND SIZES NEED TO BEVERIFIED PRIOR TO CONSTRUCTION EFFORTS.5. THE FOLLOWING ARE THE INDIANA811 TICKET NUMBERS FOR THIS PROJECT: #1807254910,#1807255018, #1807255024, AND #1807255051.