W912P518B0010_Reference_Drawings_Part1.pdf

PDF 31 MB Posted Mar 16, 2018

Attached to: Center Hill Dam Site Restoration Project
Solicitation number: W912P518B0010
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

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Reference Drawings - Part 1

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Abstract_of_Offers_for_W912P518B0010_dated_26_Apr_2018.pdf	PDF	Apr 26, 2018
W912P518B0010_TSpecs_AMD01.pdf	PDF	Apr 12, 2018
W912P518B0010-0001_Center_Hill_Dam_Site_Restoration_Project.pdf	PDF	Apr 12, 2018
W912P518B0010_TPlans_AMD01_Part4.pdf	PDF	Apr 12, 2018
W912P518B0010_TPlans_AMD01_Part2.pdf	PDF	Apr 12, 2018
W912P518B0010_TPlans_AMD01_Part3.pdf	PDF	Apr 12, 2018
W912P518B0010_TPlans_AMD01_Part1.pdf	PDF	Apr 12, 2018
Environmental_General_Permits.pdf	PDF	Apr 12, 2018
Site_Visit_Sign_In_Sheet.pdf	PDF	Mar 29, 2018
Foreign_National_Security_Site_Visit_Form.pdf	PDF	Mar 19, 2018
Site_Visit_Request_Form.pdf	PDF	Mar 19, 2018
W912P518B0010_TPlans_RTA_Part1.pdf	PDF	Mar 16, 2018
W912P518B0010_Reference_Drawings_Part3.pdf	PDF	Mar 16, 2018
W912P518B0010_TPlans_RTA_Part3.pdf	PDF	Mar 16, 2018
W912P518B0010_-_Center_Hill_Dam_Site_Restoration.pdf	PDF	Mar 16, 2018
W912P518B0010_TPlans_RTA_Part4.pdf	PDF	Mar 16, 2018
W912P518B0010_Reference_Drawings_Part2.pdf	PDF	Mar 16, 2018
W912P518B0010_TSpecs_RTA.pdf	PDF	Mar 16, 2018
W912P518B0010_Reference_Drawings_Part4.pdf	PDF	Mar 16, 2018
W912P518B0010_TPlans_RTA_Part2.pdf	PDF	Mar 16, 2018

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P P

M P

30"CMP

M P

OUTLET

CONTROL

STRUCTURE

T.C.

ELEV.=639.28

C O

N C

R E

T E

G R

O U

G P

C O

N C

E G

R O

N G

R M

G R

A V

E L

D R

G R

A V

E L

D R

-R A

RIP-RAP

BENCHMARK ELEV.=729.25

P.K. NAIL AT FACE OF CURB

BENCHMARK ELEV.=743.47

P.K. NAIL AT FACE OF CURB

DEPRESSION

-R A

P D

ACCESS

CURBING

C O

N C

E D

W Y.

T O

H W

Y . 9

SEDIMENT

TRAP

GRAVEL

ACCESS

8" W

P O

U R

8" W

C U

R B

8" W

P O

U R

2.7

2.88

CURB

CUT

MUD MOUNTAIN

MATCHLINE - SEE THIS SHEET

46241

HIGHWAY 141

LANCAST

ER R

OAD

HIGHW

AY 96

ROAD

ACCESS

IST

EM-1

EM-3

HIGHWAY 141

CENTER HILL LAKE

CENTER HILL

LAKE

HIGHWAY 141

S P

G S

C H

E L

(6)

T O

H W

Y . 9

MUD MOUNTAIN

MATCHLINE - SEE THIS SHEET

SURVEYOR'S NOTES:

BY MEANS OF DIGITAL OVERLAY, THIS PROPERTY LIES WITHIN FLOOD ZONES "A" AND "X", AS DESIGNATED ON CURRENT FEDERAL EMERGENCY MANAGEMENT AGENCY MAP NO. 47041C0100C, WITH AN EFFECTIVE DATE OF APRIL 19, 2010, WHICH MAKES UP A PART OF THE NATIONAL FLOOD INSURANCE ADMINISTRATION REPORT;

COMMUNITY NO. 470369, PANEL NO. 0100, SUFFIX C, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PREMISES IS SITUATED. SAID MAP DEFINES ZONE "A" UNDER "SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD" AS NO BASE FLOOD ELEVATIONS DETERMINED. SAID MAP DEFINES ZONE "X" UNDER "OTHER AREAS" AS AREAS DETERMINED TO BE

OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.

THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. ABOVE GRADE AND UNDERGROUND UTILITIES SHOWN WERE TAKEN FROM VISIBLE APPURTENANCES AT THE SITE, PUBLIC

RECORDS AND/OR MAPS PREPARED BY OTHERS. 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. THEREFORE, RELIANCE UPON THE TYPE, SIZE AND LOCATION OF UTILITIES SHOWN SHOULD BE DONE SO WITH THIS CIRCUMSTANCE CONSIDERED. DETAILED VERIFICATION OF EXISTENCE, LOCATION AND DEPTH SHOULD ALSO BE MADE PRIOR TO ANY DECISION RELATIVE THERETO IS MADE. AVAILABILITY AND COST OF SERVICE SHOULD BE CONFIRMED WITH THE APPROPRIATE UTILITY COMPANY. IN TENNESSEE IT IS A REQUIREMENT, PER "THE UNDERGROUND UTILITY DAMAGE PREVENTION ACT", THAT ANYONE WHO ENGAGES IN EXCAVATION MUST NOTIFY ALL KNOWN UNDERGROUND UTILITY OWNERS, NO LESS THAN (3) THREE NOR MORE THAN (10) TEN WORKING DAYS PRIOR TO THE DATE OF THEIR INTENT TO EXCAVATE AND ALSO TO AVOID ANY POSSIBLE HAZARD OR CONFLICT. TENNESSEE ONE CALL 1-615-355-1987 OR 1-800-351-1111.

UTILITY NOTE:

FEMA FLOOD NOTE:

1. HORIZONTAL DATUM: TENNESSEE STATE PLANE COORDINATES

(TN4100) (NAD88), UNITS: U.S.SURVEY FEET. VERTICAL DATUM: NAVD29,

UNITS: U.S.SURVEY FEET.

2.ELEVATIONS SHOWN HEREON ARE BASED ONNAVD29. CONTOURS

ARE AT ONE FOOT INTERVALS AND ARE BASED ON A FIELD RUN

SURVEY USING RANDOM SPOT ELEVATIONS. CONTOURS WERE

GENERATED USING SURFACE MODELING TECHNIQUES.

3.SURVEY ORIENTATION: USACE DRAWING NUMBER (Q4-52/94.3)

MONUMENT EM-1

NORTHING: 641238.0674

EASTING: 2018869.4246

ELEVATION: 696.940'

MONUMENT EM 3

NORTHING: 641382.7963

EASTING: 2019007.5453

ELEVATION: 696.757'

4.TOPOGRAPHIC FEATURES WERE COLLECTED USING MODERN SURVEY

TECHNIQUES: A TOPCON HYPER LITE + DUAL FREQUENCY GPS

RECEIVER USING REAL TIME KINEMATIC METHODS WAS USED TO

MEASURE GRASS AND GRAVEL AREAS. A TOPCON QS-1 1" ROBOTIC

TOTAL STATION WAS USED TO COLLECT ALL OTHER MEASUREMENTS

USING RADIAL SURVEYING TECHNIQUES. HORIZONTAL AND VERTICAL

CONTROL WAS ESTABLISHED USING THE ROBOTIC TOTAL STATION.

VERTICAL CONTROL WAS ADJUSTED USING A TOPCON DL-502 DIGITAL

LEVEL WITH A BARCODE DIGITAL LEVEL ROD. GPS LOCALIZATION WAS

PERFORMED AFTER THE HORIZONTAL AND VERTICAL CONTROL

NETWORK WAS ESTABLISHED. THE ACCURACY OF THE TOTAL

STATION MEASUREMENTS WILL BE FOUND TO BE +/- 0.05FT

HORIZONTALLY AND +/-0.05FT VERTICALLY. THE ACCURACY OF THE

GPS MEASUREMENTS WILL BE FOUND TO BE +/- 0.10FT HORIZONTALLY

AND +/- 0.10FT VERTICALLY. ALL MEASUREMENTS WERE COLLECTED

WITHIN A 95% CONFIDENCE LEVEL PER INSTRUMENT SPECIFICATIONS

AND TECHNIQUES.

5. ITEMS LABELED WITH AN ASTERISK (*) WERE PROVIDED TO

WHITTENBURG LAND SURVEYING, LLC BY BAUER FOUNDATION

CORPORATION PRIOR TO FINAL ASBUILT.

S O

L I C

I T

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I O

F I L E

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R I P

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P P

D A

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F I

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B E

S I Z

S U

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I T

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P L O

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M A

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SHEET

IDENTIFICATION

D A

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SHEET OF

U S

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US Army Corps of Engineers

1 2 3 4 5

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Nashville District

C E

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*EM-1 - PROJECT BENCHMARK

C T

USACE .DWG #Q4-52/94.3

GRAPHIC SCALE

( IN FEET ) 1 inch = 100' ft.

VICINITY MAP (NOT TO SCALE)

SITE

100 10050 200

PLATFORM MONITORING INSTRUMENTATION DETAIL S

E N

USACE .DWG #Q4-52/94.3

GRAPHIC SCALE

( IN FEET ) 1 inch = 50' ft.

50 5025 100

1-800-351-1111

TENNESSEE ONE CALL

IT'S THE LAW

1-615-366-1987

CALL US FIRST!

IF YOU DIG IN TENNESSEE...

INSTRUMENTATION

COORDINATE TABLE

NO. NORTHING EASTING ELEVATION

641,637.9215 695.88MD 35 2,019,322.5379

641,642.5029 695.89JB 2,019,306.0304

641,642.2761 696.32VWP8 2,019,268.0589

641,641.8798 696.23INC 12 2,019,261.6216

641,638.4541 696.20C261R 2,019,256.9160

641,626.9390 696.31INC 28 2,019,277.6213

641,626.8070 696.17MD 12 2,019,289.5763

641,617.4994 696.051526M 2,019,302.3580

641,611.0773 696.06MD 36 2,019,296.9820

641,597.4477 696.051556 MU 2,019,280.2227

641,613.3354 696.16C46E 2,019,275.3014

641,536.1198 695.84INC 18 2,019,280.6462

641,391.5779 695.75INC 19 2,019,142.5013

641,283.1349 695.78INC 20 2,019,039.0757

640,892.7936 691.662,018,841.2664INC LP4

640,961.3801 692.942,018,848.2835INC 2X LP

640,961.3801 692.942,018,848.2835INC LP7

641,592.4965 696.202,019,216.0077VWP6

641,580.3036 696.202,019,207.0003INC 7

641,565.6618 696.112,019,186.1442G263R

641,529.9697 696.132,019,151.7534C265R

641,521.0664 696.132,019,143.5577C264

641,498.6518 696.262,019,153.5224INC 30

641,489.2553 696.232,019,119.9936VWP27

641,489.3538 696.152,019,113.3786C67R

641,481.7306 696.202,019,112.4035VWP7 1&3

641,449.5143 696.242,019,075.5128C269R

641,425.2258 696.372,019,059.1726INC 11

641,422.9372 696.362,019,055.7716VWP9

641,413.6466 696.332,019,072.0646INC 27

641,394.4543 696.302,019,022.5861C273R

641,341.0124 696.362,018,971.7947C75R

641,334.0027 696.372,018,998.1747INC 29

641,293.8413 696.442,018,927.5034C277R

641,270.1004 696.502,018,911.5222INC 8

641,266.7660 696.512,018,908.3008VWP5

641,268.7637 696.452,018,902.5970C79R

641,240.2379 696.482,018,875.7028C281R

641,112.9762 696.622,018,798.8909MD 17

641,139.6492 696.232,018,842.27852189M

641,148.2741 696.542,018,831.4013MD 16

641,153.5671 696.622,018,837.4034MD 18

641,169.0116 696.192,018,870.39202149

INSTRUMENTATION

COORDINATE TABLE

NO. NORTHING EASTING ELEVATION

641,182.8036 696.382,018,862.9353C82R

641,207.6289 696.292,018,886.9238C80R

641,224.6819 696.152,018,924.47122071 MUM

641,247.6911 696.232,018,924.9627C78R

641,250.1352 696.302,018,928.5872INC 10

641,265.7526 696.232,018,942.2041C76R

641,269.5989 696.302,018,948.2947MD 15

641,274.6756 696.092,018,972.4615MD 42

641,297.0551 696.222,018,979.1678MD 43

641,309.6356 696.142,019,004.44311955M

641,319.8170 696.222,018,993.6373C74R

641,333.3438 696.192,019,006.3165MD 27

641,326.5112 696.152,019,020.40051931J

641,336.3090 696.232,019,016.3972MD 33

641,367.2034 696.232,019,039.0566C72R

641,367.7380 696.072,019,059.9944INC MD 41

641,384.2922 696.182,019,056.8486MD 14

641,414.7503 696.162,019,084.3860C70R

641,416.5486 696.992,019,106.34251807J

641,437.5845 696.162,019,105.6829MD 25

641,444.2461 695.972,019,133.82601768 MU

641,450.3481 696.022,019,138.4401INC MD 40

641,456.2971 696.162,019,125.3160MD 11

641,459.9140 696.172,019,128.6548MD 9810

641,480.4393 696.052,019,153.8277MD 32

641,473.8132 695.972,019,162.09821727 MU

641,489.8434 696.042,019,162.8569MD 31

641,489.9781 695.982,019,177.56251705M

641,492.7657 696.002,019,180.2187INC MD 39

641,503.4459 696.132,019,169.9919C48E

641,505.5615 696.162,019,171.0322C50E

641,512.1838 696.172,019,177.2372C64R

641,515.2014 696.022,019,200.42561671M

641,526.7452 696.142,019,212.3901INC MD 38

641,542.9982 696.192,019,208.1929MD 7

641,546.9303 696.202,019,211.3222C52R

641,554.8193 696.142,019,224.9779MD 30

641,561.7132 696.162,019,227.0897MD 19

641,578.1934 696.182,019,240.7607INC 9A

641,569.5693 696.032,019,253.1871INC MD 37

641,583.0076 696.172,019,246.0093MD 4

641,586.4149 696.162,019,249.7653MD 3

641,590.2722 696.152,019,252.9358C61R

641,583.8350 696.012,019,267.24901575 MU

EM 1

EM 1-1

EM 2

EM 2-1

EM 3

EM 3-1

EM 4

EM 4-1

EM 5

EM 5-1

EM 6

641,238.0674 696.942,018,869.4250

641,276.0905 697.152,018,905.7557

641,310.4223 696.792,018,938.5038

641,348.7040 696.852,018,974.9732

641,382.7963 696.742,019,007.5453

641,418.2248 696.642,019,041.2669

641,455.2111 696.642,019,076.5740

641,491.8007 696.732,019,111.5353

641,527.5567 696.552,019,145.6600

641,565.4750 696.382,019,181.8595

641,599.8066 696.572,019,214.7949

** JB = JUNCTION BOX

TVA POWER LINE

PIPE

FENCE LINE

POWER POLE

P.K. NAIL OLD

REFERENCE MONUMENT

EMBANKMENT MONUMENT

BENCHMARK

FIBER OPTIC BOX

ELECTRIC BOX

POWER POLE WITH LIGHT

GUY WIRE

OVERHEAD POWER LINE

BOLLARD

GUARDRAIL

GRAVEL

ASHPALT

CONCRETE

12" - 24" RIP RAP

UNDERGROUND ELECTRIC

CONTROL POINT

WATER VALVE

LEGEND

MONITORING WELL

SURVEYOR'S CERTIFICATE

I HEREBY CERTIFY THAT (1) TO THE BEST OF

MY KNOWLEDGE, THIS IS A TRUE AND

ACCURATE SURVEY, AND (2) IT MEETS OR

EXCEEDS THE CURRENT MINIMUM

STANDARDS AND APPLICATIONS OF A

CATEGORY IV (REMOTE SENSING) SURVEY AS

SET FORTH BY RULE T.C.A. 0820-03-07C.

TAYLOR L. DILLEHAY, R.L.S. #2597

WHITTENBURG LAND SURVEYING, LLC

214 EAST STEVENS ST.

COOKEVILLE TN 38501

INFO. PROVIDED BY BAUER

FORMER LOC. OF LT. POLES BASELINE ALIGNMENT

SURVEY CONTROL NETWORK

* G.W.P. - GROIN WORK PLATFORM

STATION

0+00 (HYW.96)

25+00 (HYW.96)

0+00 (G.W.P)

13+00 (G.W.P)

642,744.1310

640,935.3780

641,097.0806

642,198.0337

EASTING

2,020,332.4595

2,018,606.6515

2,018,760.9388

2,018,310.1005

NO.

46241 MAG NAIL

MAG NAIL

RM-3

RM-4

MAG NAIL

I.R. (O) W/ CAP

MAG NAIL

EM-3

*EM-1

DESCRIPTION NORTHING

641,238.0674

641,382.7410

640,972.1416

640,730.0814

641,584.3583

641,804.9245

642,136.4194

642,788.8973

643,234.7969

642,753.6151

640,898.3370

640,989.0370

640,279.9785

640,386.4610

EASTING

2,018,869.4250

2,019,007.5610

2,018,717.1360

2,018,694.3070

2,018,794.1070

2,018,705.6962

2,018,395.6665

2,017,877.2277

2,017,274.2509

2,017,738.2810

2,018,658.3600

2,018,673.8110

2,018,647.2150

2,017,424.3250

ELEVATION

696.94

696.77

701.75

716.47

624.21

598.19

549.06

516.47

510.63

515.40

711.50

706.71

741.89

734.50

NORTHING

L A

V E

F i l e

N a m e

P l o t

D a t e

P l o t

T i m e

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TVA

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TVA

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TVA

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TVA

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GATE

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GATE

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GATE

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WASTEWATER

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POND 5

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WASTEWATER

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POND 4

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WASTEWATER

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POND 3

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WASTEWATER

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POND 2

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WASTEWATER

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POND 1

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(PRIMARY SETTLING)

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STORMWATER

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POND 1

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EM-1-1

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EM-2

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EM-2-1

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EM-3-1

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EM-4

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EM-4-4

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EM-5

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EM-5-1

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EM-6

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CHILL-1

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BARRICADE

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RESTROOMS

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PAVILION

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2" ELEC.

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CONDUIT

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(2) 2.5"

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PIPES

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BENCHMARK ELEV. = 537.50 NAIL IN POWER POLE

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IR(O)

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IR(O)

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IP&C

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WETLAND

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AREA

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WETLAND

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AREA

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UGE

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TVA

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TOWER

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TVA

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TOWER

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FEMA FLOOD HAZARD LINE

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ZONE "A" ZONE "X"

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ZONE "A" ZONE "X"

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ZONE "A" ZONE "X"

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ZONE "A" ZONE "X"

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FEMA FLOOD HAZARD LINE

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ZONE "X" ZONE "A"

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OVERFLOW DAM

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WITH STEEL GATE

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0+00.00 DAM LAYDOWN

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21+88.95 DAM EMBANKMENT

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PI 10+00.00

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PI 13+00.00

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PI 5+00.00

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PI 7+00.00

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END TRIPLE GROUT LINE

AutoCAD SHX Text 25+00.00

AutoCAD SHX Text 22+00

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PI 3+00.00

AutoCAD SHX Text Sta. 0+00.00

AutoCAD SHX Text 24+00

AutoCAD SHX Text Sta. 0+93.51

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PI 3+00.00

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18"CMP

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18"CMP

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24"CMP

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CMP

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24"CMP

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RCP

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24"CMP

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CPP

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CMP

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CMP

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36"RCP

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4"PVC

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4"PVC

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CMP

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12"CMP

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30"CMP

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PVC

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12"CMP

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BARRICADE

AutoCAD SHX Text P

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8"PVC

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12"PVC

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RM-3

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RM-4

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INC 5*

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INC 3*

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INC 1*

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INC 6*

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INC 4*

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(2)10"HDPE

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EM-1

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EM-1-1

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EM-2-1

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EM-3

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EM-3-1

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EM-4

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EM-4-1

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EM-5

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EM-5-1

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EM-6

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CHILL-1

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EM-2

AutoCAD SHX Text 16+00

AutoCAD SHX Text 20+00

AutoCAD SHX Text 22+00

AutoCAD SHX Text 17+00

AutoCAD SHX Text 19+00

AutoCAD SHX Text 21+00

AutoCAD SHX Text 15+00

AutoCAD SHX Text 18+00

AutoCAD SHX Text 23+00

AutoCAD SHX Text

MD35

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AutoCAD SHX Text 1526M

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MD36

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MD12

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INC28

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VWP8

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INC12

AutoCAD SHX Text C261R

AutoCAD SHX Text C46E

AutoCAD SHX Text

1556MU

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1575MU

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MD37

AutoCAD SHX Text C61R

AutoCAD SHX Text

MD3

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MD4

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INC9A

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INC18

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VWP6

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INC7

AutoCAD SHX Text G263R

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MD19

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MD30

AutoCAD SHX Text C52R

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MD7

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MD38

AutoCAD SHX Text 1671M

AutoCAD SHX Text C64R

AutoCAD SHX Text C265R

AutoCAD SHX Text C264

AutoCAD SHX Text

INC30

AutoCAD SHX Text C50E

AutoCAD SHX Text C48E

AutoCAD SHX Text

MD39

AutoCAD SHX Text 1705M

AutoCAD SHX Text

1727MU

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MD31

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MD32

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VWP-7-2

AutoCAD SHX Text C67R

AutoCAD SHX Text

VWP7-1&3

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MD9810

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MD11

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MD40

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1768MU

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INC19

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MD25

AutoCAD SHX Text 1807J

AutoCAD SHX Text C269R

AutoCAD SHX Text

INC11

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VWP9

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INC27

AutoCAD SHX Text C70R

AutoCAD SHX Text

INC20

AutoCAD SHX Text C273R

AutoCAD SHX Text

MD14

AutoCAD SHX Text C72R

AutoCAD SHX Text

MD41

AutoCAD SHX Text 1931J

AutoCAD SHX Text

MD33

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MD27

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INC29

AutoCAD SHX Text C75R

AutoCAD SHX Text C74R

AutoCAD SHX Text 1955M

AutoCAD SHX Text

MD43

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MD42

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MD15

AutoCAD SHX Text C277R

AutoCAD SHX Text C76R

AutoCAD SHX Text

INC10

AutoCAD SHX Text C78R

AutoCAD SHX Text

2071MUM

AutoCAD SHX Text C80R

AutoCAD SHX Text

INC8

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VWP5

AutoCAD SHX Text C79R

AutoCAD SHX Text C281R

AutoCAD SHX Text C82R

AutoCAD SHX Text

MD18

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MD16

AutoCAD SHX Text 2189M

AutoCAD SHX Text

MD17

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BARRICADE

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BARRICADE

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BARRICADE

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INC2XLP

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TVA

AutoCAD SHX Text E

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PK(O)

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AutoCAD SHX Text P

AutoCAD SHX Text B

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UGE

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HIGHWAY 96

HIG

HWAY 141

CENTER HILL LAKE

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US Army Corps of Engineers

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Nashville District

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C T

USACE .DWG #Q4-52/94.3

GRAPHIC SCALE

( IN FEET ) 1 inch = 40' ft.

VICINITY MAP (NOT TO SCALE)

SITE

40 4020 80

1-800-351-1111

TENNESSEE ONE CALL

IT'S THE LAW

1-615-366-1987

CALL US FIRST!

IF YOU DIG IN TENNESSEE...

SURVEYOR'S CERTIFICATE

I HEREBY CERTIFY THAT (1) TO THE BEST OF

MY KNOWLEDGE, THIS IS A TRUE AND

ACCURATE SURVEY, AND (2) IT MEETS OR

EXCEEDS THE CURRENT MINIMUM

STANDARDS AND APPLICATIONS OF A

CATEGORY IV (REMOTE SENSING) SURVEY AS

SET FORTH BY RULE T.C.A. 0820-03-07C.

TAYLOR L. DILLEHAY, R.L.S. #2597

WHITTENBURG LAND SURVEYING, LLC

214 EAST STEVENS ST.

COOKEVILLE TN 38501

SURVEYOR'S NOTES:

OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.

THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. ABOVE GRADE AND UNDERGROUND UTILITIES SHOWN WERE TAKEN FROM VISIBLE APPURTENANCES AT THE SITE, PUBLIC

RECORDS AND/OR MAPS PREPARED BY OTHERS. THE SURVEYOR MAKES NO GUARANTEE THAT THE

UTILITY NOTE:

FEMA FLOOD NOTE:

1. HORIZONTAL DATUM: TENNESSEE STATE PLANE COORDINATES

(TN4100) (NAD88), UNITS: U.S.SURVEY FEET. VERTICAL DATUM: NAVD29,

UNITS: U.S.SURVEY FEET.

2.ELEVATIONS SHOWN HEREON ARE BASED ONNAVD29. CONTOURS

ARE AT ONE FOOT INTERVALS AND ARE BASED ON A FIELD RUN

SURVEY USING RANDOM SPOT ELEVATIONS. CONTOURS WERE

GENERATED USING SURFACE MODELING TECHNIQUES.

3.SURVEY ORIENTATION: USACE DRAWING NUMBER (Q4-52/94.3)

MONUMENT EM-1

NORTHING: 641238.0674

EASTING: 2018869.4246

ELEVATION: 696.940'

MONUMENT EM 3

NORTHING: 641382.7963

EASTING: 2019007.5453

ELEVATION: 696.757'

4.TOPOGRAPHIC FEATURES WERE COLLECTED USING MODERN SURVEY

TECHNIQUES: A TOPCON HYPER LITE + DUAL FREQUENCY GPS

RECEIVER USING REAL TIME KINEMATIC METHODS WAS USED TO

MEASURE GRASS AND GRAVEL AREAS. A TOPCON QS-1 1" ROBOTIC

TOTAL STATION WAS USED TO COLLECT ALL OTHER MEASUREMENTS

USING RADIAL SURVEYING TECHNIQUES. HORIZONTAL AND VERTICAL

CONTROL WAS ESTABLISHED USING THE ROBOTIC TOTAL STATION.

VERTICAL CONTROL WAS ADJUSTED USING A TOPCON DL-502 DIGITAL

LEVEL WITH A BARCODE DIGITAL LEVEL ROD. GPS LOCALIZATION WAS

PERFORMED AFTER THE HORIZONTAL AND VERTICAL CONTROL

NETWORK WAS ESTABLISHED. THE ACCURACY OF THE TOTAL

STATION MEASUREMENTS WILL BE FOUND TO BE +/- 0.05FT

HORIZONTALLY AND +/-0.05FT VERTICALLY. THE ACCURACY OF THE

GPS MEASUREMENTS WILL BE FOUND TO BE +/- 0.10FT HORIZONTALLY

AND +/- 0.10FT VERTICALLY. ALL MEASUREMENTS WERE COLLECTED

WITHIN A 95% CONFIDENCE LEVEL PER INSTRUMENT SPECIFICATIONS

AND TECHNIQUES.

5. ITEMS LABELED WITH AN ASTERISK (*) WERE PROVIDED TO

WHITTENBURG LAND SURVEYING, LLC BY BAUER FOUNDATION

CORPORATION PRIOR TO FINAL ASBUILT.

*EM-1 - PROJECT BENCHMARK

TVA POWER LINE

PIPE

FENCE LINE

POWER POLE

P.K. NAIL OLD

REFERENCE MONUMENT

EMBANKMENT MONUMENT

BENCHMARK

FIBER OPTIC BOX

ELECTRIC BOX

POWER POLE WITH LIGHT

GUY WIRE

OVERHEAD POWER LINE

BOLLARD

GUARDRAIL

GRAVEL

ASHPALT

CONCRETE

12" - 24" RIP RAP

UNDERGROUND ELECTRIC

CONTROL POINT

WATER VALVE

LEGEND

MONITORING WELL

INFO. PROVIDED BY BAUER

FORMER LOC. OF LT. POLES BASELINE ALIGNMENT

SURVEY CONTROL NETWORK

* G.W.P. - GROIN WORK PLATFORM

STATION

0+00 (HYW.96)

25+00 (HYW.96)

0+00 (G.W.P)

13+00 (G.W.P)

642,744.1310

640,935.3780

641,097.0806

642,198.0337

EASTING

2,020,332.4595

2,018,606.6515

2,018,760.9388

2,018,310.1005

NO.

46241 MAG NAIL

MAG NAIL

RM-3

RM-4

MAG NAIL

I.R. (O) W/ CAP

MAG NAIL

EM-3

*EM-1

DESCRIPTION NORTHING

641,238.0674

641,382.7410

640,972.1416

640,730.0814

641,584.3583

641,804.9245

642,136.4194

642,788.8973

643,234.7969

642,753.6151

640,898.3370

640,989.0370

640,279.9785

640,386.4610

EASTING

2,018,869.4250

2,019,007.5610

2,018,717.1360

2,018,694.3070

2,018,794.1070

2,018,705.6962

2,018,395.6665

2,017,877.2277

2,017,274.2509

2,017,738.2810

2,018,658.3600

2,018,673.8110

2,018,647.2150

2,017,424.3250

ELEVATION

696.94

696.77

701.75

716.47

624.21

598.19

549.06

516.47

510.63

515.40

711.50

706.71

741.89

734.50

NORTHING

L A

V E

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

BARRICADE

AutoCAD SHX Text

PAVILION

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RESTROOMS

AutoCAD SHX Text P

AutoCAD SHX Text ligtpole01

AutoCAD SHX Text ligtpole02

AutoCAD SHX Text ligtpole03

AutoCAD SHX Text

RMU-W20

AutoCAD SHX Text

EM-1

AutoCAD SHX Text

EM-1-1

AutoCAD SHX Text

EM-2-1

AutoCAD SHX Text

EM-3

AutoCAD SHX Text

EM-3-1

AutoCAD SHX Text

EM-4

AutoCAD SHX Text

EM-4-1

AutoCAD SHX Text

EM-5

AutoCAD SHX Text

EM-5-1

AutoCAD SHX Text

EM-6

AutoCAD SHX Text

CHILL-1

AutoCAD SHX Text

EM-2

AutoCAD SHX Text

MD35

AutoCAD SHX Text

AutoCAD SHX Text 1526M

AutoCAD SHX Text

MD36

AutoCAD SHX Text

MD12

AutoCAD SHX Text

INC28

AutoCAD SHX Text

VWP8

AutoCAD SHX Text

INC12

AutoCAD SHX Text C261R

AutoCAD SHX Text C46E

AutoCAD SHX Text

1556MU

AutoCAD SHX Text

1575MU

AutoCAD SHX Text

MD37

AutoCAD SHX Text C61R

AutoCAD SHX Text

MD3

AutoCAD SHX Text

MD4

AutoCAD SHX Text

INC9A

AutoCAD SHX Text

INC18

AutoCAD SHX Text

VWP6

AutoCAD SHX Text

INC7

AutoCAD SHX Text G263R

AutoCAD SHX Text

MD19

AutoCAD SHX Text

MD30

AutoCAD SHX Text C52R

AutoCAD SHX Text

MD7

AutoCAD SHX Text

MD38

AutoCAD SHX Text 1671M

AutoCAD SHX Text C64R

AutoCAD SHX Text C265R

AutoCAD SHX Text C264

AutoCAD SHX Text

INC30

AutoCAD SHX Text C50E

AutoCAD SHX Text C48E

AutoCAD SHX Text

MD39

AutoCAD SHX Text 1705M

AutoCAD SHX Text

1727MU

AutoCAD SHX Text

MD31

AutoCAD SHX Text

MD32

AutoCAD SHX Text

VWP-7-2

AutoCAD SHX Text C67R

AutoCAD SHX Text

VWP7-1&3

AutoCAD SHX Text

MD9&10

AutoCAD SHX Text

MD11

AutoCAD SHX Text

MD40

AutoCAD SHX Text

1768MU

AutoCAD SHX Text

INC19

AutoCAD SHX Text

MD25

AutoCAD SHX Text 1807J

AutoCAD SHX Text C269R

AutoCAD SHX Text

INC11

AutoCAD SHX Text

VWP9

AutoCAD SHX Text

INC27

AutoCAD SHX Text C70R

AutoCAD SHX Text

INC20

AutoCAD SHX Text C273R

AutoCAD SHX Text

MD14

AutoCAD SHX Text C72R

AutoCAD SHX Text

MD41

AutoCAD SHX Text 1931J

AutoCAD SHX Text

MD33

AutoCAD SHX Text

MD27

AutoCAD SHX Text

INC29

AutoCAD SHX Text C75R

AutoCAD SHX Text C74R

AutoCAD SHX Text 1955M

AutoCAD SHX Text

MD43

AutoCAD SHX Text

MD42

AutoCAD SHX Text

MD15

AutoCAD SHX Text C277R

AutoCAD SHX Text C76R

AutoCAD SHX Text

INC10

AutoCAD SHX Text C78R

AutoCAD SHX Text

2071MUM

AutoCAD SHX Text C80R

AutoCAD SHX Text

INC8

AutoCAD SHX Text

VWP5

AutoCAD SHX Text C79R

AutoCAD SHX Text C281R

AutoCAD SHX Text C82R

AutoCAD SHX Text

MD18

AutoCAD SHX Text

MD16

AutoCAD SHX Text 2189M

AutoCAD SHX Text

MD17

AutoCAD SHX Text

INC2XLP

AutoCAD SHX Text

MD29*

AutoCAD SHX Text C62R*

AutoCAD SHX Text

MD26*

AutoCAD SHX Text

INC21*

AutoCAD SHX Text

DX79*

AutoCAD SHX Text

DX78*

AutoCAD SHX Text C260*

AutoCAD SHX Text

C261RJB*

AutoCAD SHX Text

DX77*

AutoCAD SHX Text

RIO-X04*

AutoCAD SHX Text C47*

AutoCAD SHX Text

C263RJB*

AutoCAD SHX Text

C265RJB*

AutoCAD SHX Text

C264JB*

AutoCAD SHX Text

C52BEJB*

AutoCAD SHX Text

INC11*

AutoCAD SHX Text C51*

AutoCAD SHX Text

C73JB*

AutoCAD SHX Text

EBOX*

AutoCAD SHX Text

EBOX1*

AutoCAD SHX Text

C75RJB*

AutoCAD SHX Text

C277RJB*

AutoCAD SHX Text

VWP5JB*

AutoCAD SHX Text

C79JB*

AutoCAD SHX Text

C281RJB*

AutoCAD SHX Text D163*

AutoCAD SHX Text

PULL BOX*

AutoCAD SHX Text

PULL BOX (TYP.)

AutoCAD SHX Text

MD28*

AutoCAD SHX Text

PULL BOX*

AutoCAD SHX Text

INC LP3*

AutoCAD SHX Text

INC LP1*

AutoCAD SHX Text

INC LP4

AutoCAD SHX Text

INC LP5*

AutoCAD SHX Text

INC LP6*

AutoCAD SHX Text

INC LP7

AutoCAD SHX Text

1 " CONDUIT*14" CONDUIT*

AutoCAD SHX Text

CONDUIT BANK 3 (CB-3)* (2) 2" PVC CONDUIT*

AutoCAD SHX Text

1 " CONDUIT*14" CONDUIT*

AutoCAD SHX Text

2"CONDUIT*

AutoCAD SHX Text

2"CONDUIT*

AutoCAD SHX Text

2"CONDUIT*

AutoCAD SHX Text

2"CONDUIT*

AutoCAD SHX Text

2"CONDUIT*

AutoCAD SHX Text

2"CONDUIT*

AutoCAD SHX Text

2"CONDUIT*

AutoCAD SHX Text

2"CONDUIT*

AutoCAD SHX Text

CONDUIT TRENCH*

AutoCAD SHX Text

CONDUIT TRENCH*

AutoCAD SHX Text

CONDUIT TRENCH*

AutoCAD SHX Text

PULL BOXES*

AutoCAD SHX Text

2 " CONDUIT*12" CONDUIT*

AutoCAD SHX Text

3" CONDUIT*

AutoCAD SHX Text

6"PVC CONDUIT*

AutoCAD SHX Text

CONDUIT BANK 1*

AutoCAD SHX Text

CONDUIT BANK 2*

AutoCAD SHX Text

(3) 2"PVC CONDUIT*

AutoCAD SHX Text

CONDUIT BANK 2*

AutoCAD SHX Text

(3) 2"PVC CONDUIT*

AutoCAD SHX Text

PULL BOXES*

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

LRM21*

AutoCAD SHX Text

LRM22*

AutoCAD SHX Text

LRM26*

AutoCAD SHX Text

LRM25*

AutoCAD SHX Text

RMU Z02*

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

RMU-WO1*

AutoCAD SHX Text

RMU-Y02*

AutoCAD SHX Text

JUNCTION BOX*

AutoCAD SHX Text

48" PIPE*

AutoCAD SHX Text

48" PIPE*

AutoCAD SHX Text

48" PIPE*

AutoCAD SHX Text

PUMP STATION

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

DECOMMISSIONED ELECTRICAL DUCT BANK. CABLE REMOVED, CONDUIT REMAINS*

AutoCAD SHX Text

*(4) 10" HDPE CONDUITS (BURIED)

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

TVA

AutoCAD SHX Text E

AutoCAD SHX Text

PK(O)

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text B

AutoCAD SHX Text X

AutoCAD SHX Text

UGE

AutoCAD SHX Text

File details come from the government source that posted it.