W912P518B0010_Reference_Drawings_Part4.pdf

48" PIPE

TRENCH DRAIN

TR

TR

P

TR

TR

P

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P

BOAT LAUNCH

SEE SHEET ???

LAYDOWN PLATFORM

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LAYDOWN PLATFORM

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LAYDOWN PLATFORM

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Z:\11_DRAWINGS\10_AS BUILTS\WORKING AS BUILTS\RECLAMATION PLANS.DWG

GENERAL NOTES:

1. REMOVE ALL OFFICE TRAILERS AND TIMBER DECKING.

2. REMOVE SANITARY SEWER PUMP STATION AND CONCRETE TANK

3. REMOVE PUMPS AND ABOVE GROUND PIPING FROM STORMWATER PUMP STATIONS AND

BACKFILL WETWELLS WITH CONCRETE.

4. REMOVE TURBIDITY CURTAINS.

5. REVOVE PUMP RAFT AND ABOVE GROUND PIPING.

6. REMOVE ALL SPLASH BOARDS.

7. REMOVE ELECTRICAL WIRING, SWITCH GEAR, TRANSFORMERS AND CONTROL PANELS.

8. REMOVE PUMP AND ABOVE GROUND PIPING FROM TRENCH DRAIN AND BACKFILL TRENCH

WITH GRAVEL.

9. REMOVE ALL SLURRY PLANT EQUIPMENT, WIRING AND ABOVE GROUND PLUMBING.

REMOVE ALL

OFFICE

TRAILERS AND

TIMBER

DECKING

REMOVE ALL SLURRY

PLANT EQUIPMENT,

WIRING AND ABOVE

GROUND PLUMBING

CONCRETE PILES TO

REMAIN

GRAVEL

PARKING

AREA TO

REMAIN

S E

E

S

H E

E T

F

O R

W

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P L

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.d g n

R-001

EXISTING COMFORT STATION

EXISTING PAVILION

GENERAL NOTES:

GENERAL NOTES:

- NO VISIBLE REBAR.

2 END = 10' x 14'-6"

1 END = 10' x 8'

CONCRETE APRONS ON EACH END:

- NO VISIBLE REBAR.

PICNIC SHELTER SLAB: 19' x 35' x 4"-6" THICK.

ARBITRARY PHOTO ANGLES

ARBITRARY PHOTO ANGLES

CONCRETE RETAINING WALL BEHIND RESTROOM TO REMIAN

- NO VISIBLE REBAR.

- CONCRETE SLAB SITS ON: 30' x 19' x 4"-6" THICK.

- 30' x 19' PAVILION CANOPY COVERING RESTROOM STRUCTURE

- RESTROOM STRUCTURE: 22' x 10'.

CONCRETE RETAINING WALL TO REMAIN

P A

V

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IO

N A

N D C

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F O

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

(TYPICAL)

SEE NOTE 7

ELECTRICAL CONDUIT

UNDERGROUND

13.8kV-4160V

750 kVA XFMR

Q-4/784

JULY 2014

ELECTRICAL

1" = 100'

OMPUTER

IDED

RAFTING

C

A D

D

ESIGN &

12345

B

C

D

A

B

C

D

A

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

US Army Corps of Engineers Nashville District

Record Drawing as constructed dated

Approved By:

ENGINEER

Scale:

REV. DESCRIPTION DATE APPROVED

REVISIONS

BY

CHIEF, ENGR. CONST. DIVISION

P l o t

T i m e

P l o t

D a t e

F i l e a m e

:0

:1

P M c d o c u m e n t s a n d s e t t in g s h e c x c t p p w w o r k c e lr n d m s

Q

A s

B u il t .d g n

CHIEF, CIVIL DESIGN BRANCH

CUMBERLAND RIVER BASIN

CANEY FORK RIVER, TENNESSEE

CENTER HILL RESERVOIR PROJECT

LEFT BANK POWER FEEDER

S W I T C

H Y

A R

D

GENERAL LAYOUT

N

SON M. PHAM

MLG/SMP

JIMMY R. WADDLE, P.E.

JDK

MICHAEL F. ZOCCOLA, P.E.

PB-1

PB-2

PB-3

PB-4

4160-120/240V

25 kVA XFMR

T-6

SEE DWG. Q4-69/68

STA. NO. 4

T-S4 FOR SEWER LIFT

TO NEW TRANSFORMER

CAMPGROUND

EXISTING

STA. NO. 2

FOR SEWER LIFT

4160-120/240V

T-S2 25 KVA XFMR4160-120/240V

75 kVA XFMR

T-4

WATER LINE

4160-120/240V

50 kVA XFMR

T-5

4160-120/240V

T-2 25 kVA XFMR

STATION

COMFORT

OFFICE

ENGINEER

RESIDENT

SEWAGE LINE

4160-120/240V

25 kVA XFMR

T-3

SWITCHGEAR

5kV MVS

(24" BELOW GND)

(3) 2/0 15kV CABLES

COATED RIGID

3 1/2" PVC

(36" BELOW GND)

(TYPICAL)

SEE NOTE 8

PAVEMENT CROSSING

4160-120/240V

50 kVA XFMR

T-1

SHEET Q-4/784C

SEE DETAIL ON ROAD

8ft FROM

WATER LINE

SHOWER BLDG

BOX (NOT AS SHOWN)

TURN 90°UP IN PULL

3" PVC SCH 80 CONDUIT

GRADE

PULL BOX DETAIL

4. 1/0 BARE BETWEEN RODS SPACED 10' APART.

FIRST GROUND ROD 4' AWAY FROM TRANSFORMER.

3. 4/0 BARE FROM TRANSFORMER COMPARTMENT TO THE

2. 3/4" X 10' GROUNDING RODS

TRANSFORMERS.

1. GROUNDING DETAIL FOR ALL SINGLE PHASE

NOTES:

DETAIL 1

SCALE: NOT TO SCALE

REPLACED AT CONTRACTOR'S EXPENSE.

TO THE SEPTIC TANK AND SEWER LINES SHALL BE REPAIRED OR

ENGINEER OFFICE PRIOR TO ANY GROUND DISTURBANCE. DAMAGE

AND SEWER LINES ADJACENT TO THE WEST SIDE OF THE RESIDENT

10.THE CONTRACTOR SHALL VERIFY LOCATION OF THE SEPTIC TANK

9. NEW WORK IS SHOWN IN BOLD WEIGHT LINES.

ACCORDANCE WITH DETAIL ON DRAWING Q-4/784A.

8. THE CONTRACTOR SHALL REPAIR PAVEMENT CROSSINGS IN

DRAWING Q-4/784A.

DRAWING Q-4/784B. SEE TYPICAL TRENCH DETAILS ON

7. FOR THE NUMBER AND SIZE OF ELECTRICAL CONDUITS, SEE

BE PAD MOUNTED, OIL-FILLED, LOOP FEED, AND COPPER WINDINGS.

6. NEW T-1 THRU T-6, 4160-120/240V TRANSFORMERS INSTALLED SHALL

EXISTING TELEPHONE SERVICES TO REMAIN.

REMOVING THEIR EXISTING ELECTRICAL SERVICE.

UPPER CUMBERLAND ELECTRIC MEMBERSHIP CORP FOR

5. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH

NECESSARY IN ACCORDANCE WITH GENERAL PRACTICE.

4. INSTALL PULL BOXES EVERY 300' MAXIMUM OR AS DEEMED

ROUTING.

FOR THE EXACT LOCATION OF EQUIPMENT AND CONDUIT

REQUIRED TO COORDINATE WITH PROJECT PERSONNEL

3. DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR IS

OF INSTALLATION SHALL BE REPAIRED OR REPLACED.

ANY EXISTING UTILITIES DAMAGED DURING THE COURSE

ALL EXISTING UTILITIES BEFORE COMMENCING WORK.

SHALL VERIFY THE EXACT LOCATION AND ELEVATION OF

2. ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR

1. SEE DRAWING Q-4/784B FOR SINGLE LINE DIAGRAM.

NOTES:

RECORD

STA. NO. 1

FOR SEWER LIFT

4160-120/240V

T-S1 25 KVA XFMR

P O

W E R

H O

U S E

PARKING

BOAT RAMP

INDICATED

RELOCATED AS

SWITCH

LOAD BREAK

TAPE 12" BELOW.

32" BELOW GRADE.

CIRCUIT 1, (1) SPARE.

(2) #6 5KV CABLE, #6 GND

(2) 3" CONDUITS,

TAPE 12" BELOW.

32" BELOW GRADE.

(1) 3" SPARE.

CIRCUIT 2 AND 3,

(2) #6 5KV CABLE, #6 GND

(2) 3" CONDUITS,

STATION NO. 3

FOR SEWER LIFT

4160-120/240V

T-S3 25 KVA XFMR

CIRCUITS 2 AND 3.

TAPE 12" BELOW.

32" BELOW GRADE.

(1) 3" SPARE.

(2) #6 5KV CABLE, #6 GND

(2) 3" CONDUITS,

TAPE 12" BELOW.

32" BELOW GRADE.

CIRCUIT 1, (1) SPARE.

(2) #6 5KV CABLE, #6 GND

(2) 3" CONDUITS,

CIRCUIT 2.

TYP WIRE SIZE.

TYP DEPTH.

(2) 3" CONDUITS,

CIRCUIT 3.

TYP WIRE SIZE.

TYP DEPTH.

(2) 3" CONDUITS,

CIRCUIT 3.

TYP WIRE SIZE.

TYP DEPTH.

(1) 3" SPARE.

(2) 3" CONDUITS,

25KVA

2" PVC

UTILITY POLE

l_

WAR DEPARTMENT

for details af top of dam and ordinates of roadway crown -see Dwq. Q-4/230

NOTE:

For front monolith No. 29 Q-4/229.

slope in see Dwg.

,.,..-Original groLJnd / surface.

I

~-I on I

3'-0 If

(!)f'aymenf line for rock excavation-~-

J'~o"

CORPS OF ENGINEERS. U.S. AHMY

Rock fill behind 3'0" ror upper part of rnonolith see typical seclion.

32'-0" ti : : : < f--------------- .'-': :. ' ' . :;~; f·:9:a1r11ng waE;oooctJL.z -15-043._of=?--<kft.~~1 ~R;o;c111k~~ 4'0"

16'-0" iJ.'~o " i---::1-----'l. Roadway & embankment l'·O" _,.,__.""'----ror details of parapet walls

& railing see Dwq, Q-4/269

El.696.00 at roadwa crown

El. 647.81

'.·:'i;, Rock

Oriqinal ground surface

'-0 /I

I . :·

'rj : ' • ' . . . '

: .. o.;

surface ~-'

SECTION

MONOLITH NO. 2

STA. I+ 55.00

Axis of dam

Construction joint

,Adil #o. I, see Dwg. Q-4/229 ground Original surface

Rock surface

Rock surface operating gallerlJ on of dam placed after work is resumed .

. : . .-:.:;.:·.:·.·:.··.<i .... · - ...... ··.··.·:-.· ror upper part of monolrfh see typical sect/on

Grouting gallery

SECTION

MONOLITH NO.

STA. 3 + 25.00

Original ground surface

Rock surface.....__

3'~0·"'\

•• : ·~. Q .

r surface

4 on I-----.

- .: :o .. . - . ·.

Table of elevations above which downs/ream copper wafer slops were installed.

Joint between Elevations monolith nos.

10 -11 533.0

II - 12 533. 0

12 • 13 485. 0 13 - 14 5T8 .0 14 - 15 5T8. 0 15 - 16 5T8. 0

16 - IT 533.0

IT - 18 533.0 --

18 - 19 583, 0

19 - 20 583.0

20- 21 593.0 21 - 22 593.0 22- 23 598.0 23 - 24 598.0 3'-0"

I Wafer supply pump room in monolith No. 20, see Dwg. Q-4/230 ... '· .·.

TYPICAL SECTION

MONOLITHS NO. 20 TO 29 INCL.

;· :'·,.:· .. _.,,, 0 Payment line for ·• • '.tl .

··:'/\ common excavation.

I on I-

Axis of dam

/Ori'g/nal groLJnd surface.-_

1I1 ;1

' . /I I I

I '!

--~//~Rock '•1r-.1 I

·l/ii· 1 surface___ //I/ 1 I

I 1 ' /

4 on I

=--Line drilling 0

SECTION

MONOLITH NO.

STA. 2.+ 2.8.00

SECTION

MONOLITH NO.

STA. I+ 35.00

4 on I-~ --....__

/Original ground ( surface

Rock surface

24- 25 60J. 0 25- 26 603.0 26 - 27 603.0 2T- 28 603.0 28 - 29 603.0

GENERAL NOTES:

! f"or foundation treafment, see Dwg. Q-4/224.

2. f"or contact surface grouting, see Dwg. Q-4/229,

3. Copper wafer slops, porous concrefe drains and 8" formed hole as shown on typical secf/on apply a/so lo monoliths 2 to 7, see Dwg. Q-4/229.

4. Rock al downstream foe of dam lo be fine drilled for a minimum depth of 8'-0" except monolith I and 2.

CUMBERLAND RIVER WATERSHED

CENTER HILL RESERVOIR PROJECT

CANEY FORK RIVER, TENNESSEE

DAM

CONCRETE NON - OVERFLOW

111 187 SHn:fS IO'

TYPICAL

I

SECTIONS

10' zo'

SCALE: I INCH = 10 FEET

U. S. ENGINEER OFFICE, NASHVILLE, TENN.,

tffiJBM!TTED:

MARCH 1942

.-----r-----------------1--U Jia&.,,;., 5)j_2-5_() Revised as con__s_f_r'!_<:_f_ed-_____________________ _ __ ,__[_.~T.~11.~. +---· CAPT., CORPS OF ENGINEERS

~,PPRO~E;DE~:___

PRINCIPAL ENGINEER Li. COL., CORPS OF l::'.NS1~l!:iJ.:RS

~·iu::;·rRic·r ""NGlt<lEER /0·2_3·'!4 T_op__of 6_"d~ Sec l._l!f0/}_2-_I~, _c~op~p~e~r_s __ f_o~p_s_. ___ _,_E~·~O_.__,_J_.~M~. _, DATE DE5CRIP1'10N E:Y ClwJ(O. SlJ~~. J.M. CHIECIKEO E.T. H ro ,ri,.ccotV!f'\\NY SfEC!FlCA"flON."3

~---'----------------------.....L--'---'--~---1 """"~ A.J.J. TRACED 11.~.a.. DA:C<w MARCH 1942 Q - 4/228 .2 ............................................................................................................................................................................................................................ ~ .................. ..,. .... ~ ... ~----~------------~--~ ........................ ~~------~----~----~--J. .... ~~~--------~------...!R~~~v~1s:1~o~N!•~------~------~~ ........ ..Ji..:. .... ~~,;..:.,:., ---~----~--~--------~----~~-------------j-" RECOR R I NG AS CO.NSTRUC'TEO ,I

3-2-53 ---'===="="~~========~· I ----- _-_-_-___ _!

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