DRAWING PACKAGE_MILFORD DAM SAFETY BUILDING Revision 01.pdf

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I 2 I 3 I m US Army Corps of Engineers ®

Kansas City District

MILFORD LAKE

MAINTENANCE BUILDING

SOLICITATION NO.: W912DQ22B1013

CONTRACT NO: W912DQ22

ISSUE DATE: 1 AUG 2022

PROJECT

4 I 5

FY 22

SHEET NO.

G-002

G-003

G-004

A-501

A-502

IN-500

CU-500

CP-500

CP-501

CP-502

E-101

E-102

I 6 I 7

INDEX

LOCATION

ARCHITECTURE

CIVIL

ELECTRICAL

I 8

TITLE

LOCATION AND VICINITY

EXISTING CONDITIONS-AERIAL

EXISTING CONDITIONS-PHOTO

BUILDING TYPICALS

TRUSS CONNECTIONS

PLUMBING LOCATIONS

UTILITY LOCATIONS

CONCRETE TYPICALS

I

CONCRETE JOINT AND APRON PLAN

GRADE AND APRON TYPICALS

ELECTRICAL SCHEMATIC

PANEL BOARD

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2 3

PURLINS MAX 24" OC (ON CENTER

6" X6" MAX 8' OC

TREATED BELOW GROUND

TRUSSES AND BRACING SHALL

BE DESIGNED BY A LICENSED

ENGINEER

MAX WALL HEIGHT 14'

WALL GIRT MIN

2" X 6" MAX 30" OC

TREATED GRADE BOARD

MIN 2"X6"

CONSTRUCT PER MANUFACTURER OR

DESIGNERS RECOMMENDATION

CONCRETE OR COMPACTED EARTH

-----MIN 6" CONCRETE

TYPICAL POLE BARN WALL CONSTRUCTION

WALL GIRT

TREATED GRADE BOARD

2" x 6" CORNER BRACE SHALL

BE SECURED AT POST AND AT

EACH BRACE TO GIRT LOCATION

TREATED POL

TYPICAL POLE BARN CORNER CONSTRUCTION

4 5

45'

I

36" ENTRY DOOR

12 FOOT OVERHEAD

DOOR

64'

COLUMN SPACING SHALL

BE BETWEEN 8 FEET AND

12 FEET

12 FOOT OVERHEAD

DOOR

12 FOOT OVERHEAD

DOOR

9 10

8 TYPICAL POLE BARN COLUMN LAYOUT

GENERAL NOTES:

1. THESE ARE TYPICAL DRAWINGS OF THE DESIRED LAYOUT. THE CONTRACTOR

SHALL PROVIDE PLANS WITH PROFESSIONAL ENGINEER STAMP FOR THE

STRUCTURE.

2. THE CONTRACTOR SHALL ADJUST DIMENSIONS ACCORDINGLY TO

CONTRACTOR'S ENGINEERS DESIGN.

DRAWINGS ARE NOT TO SCALE

US Army Corps of Engineers• ci z ci i5 z c3 t-g 8

SHEET ID

A-501

SOLICITATION

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2 3

ENGINEERED TRUSS/RAFTER

0 TYPICAL TRUSS HEADER DETAIL

ENGINEERED TRUSS/RAFTE

POST IS CUT OFF TO

ANGLE OF THE ROOF

0 TYPICAL TRUSS TO POST DETAIL

DRAWINGS ARE NOT TO SCALE

4 5 6

2"X4" �

SOFFIT

RETURN

BOARD

7 8 9

OVERHANG TRIM

0 TYPICAL SOFFIT DETAIL

GENERAL NOTES:

1. THESE ARE lYPICAL DRAWINGS OF THE DESIRED LAYOUT. THE

CONTRACTOR SHALL PROVIDE PLANS WITH PROFESSIONAL ENGINEER

STAMP FOR THE STRUCTURE.

2. THE CONTRACTOR SHALL ADJUST DIMENSIONS ACCORDINGLY TO

CONTRACTOR'S ENGINEERS DESIGN.

MINIMUM 2" X 12"

STUB POST STRUCTURALLY

FASTENED TO TRUSS EXTENDS

TO BOTTOM OF SUPPORTS +/-

0 TYPICAL STUB POST DETAIL

US Army Corps of Engineers ®

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SHEET ID

A-502

SOLICITATION

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2 3

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�--,,- USAGE INSTALLED

PIPE STUB UP

u12-3/8"

01---

P _I P _ I N_G_LA_Y_O_U_T_

DRAWINGS ARE NOT TO SCALE

4 5

;'36• D4TRY IIIIR

12'

BATHROOM TO BE

CONSTRUCTED

BYUSACE

6 7 8 9

12 FOOT OYERHOO DOOR 12 FOOT OYERHOO DOOR 12 FOOT OYERHOO DOOR

§RESTROOM P LACEMENT

GENERAL NOTES:

1. CONTRACTOR SHALL ADJUST THE BUILDING FOOT PRINT TO ACCOMMODATE THE USAGE

INSTALLED PIPE STUB UPS. CONTRACTOR SHALL EXTENDED EXISTING PLUMBING AT

LEAST 6 INCHES ABOVE NEWLY PLACED CONCRETE FLOOR.

2. ANY DAMAGE RESULTING IN THE INSTALLATION OF THE BUILDING OR PAD

CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. DIMENSIONS ARE ASSUMED TO BE FROM THE INTERIOR OF 6" X 6" COLUMNS. IF IT IS

DETERMINED FROM THE DESIGN ENGINEER THAT 8" X 8" COLUMNS ARE REQUIRED THE

CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS WITH COR APPROVAL.

4. PRIOR TO PHYSICAL CONSTRUCTION THE CONTRACTOR SHALL PERFORM BUILDING AND

FENCE LAYOUT WITH FLAGS, STAKES OR OTHER MEANS AND OBTAIN COR APPROVAL.

-1,/ __ ,,, -

--s --

--E--

WATERLINE

SEWER LINE

ELECTRICAL LINE

US Army Corps of Engineers ®

SHEET ID

IN-500

2 3 4 5 6

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UTILITIES LOCATION

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DRAWINGS ARE NOT TO SCALE

7 8 9

GENERAL NOTES:

1. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN

ON EACH DRAWING.

2. ALL UTILITY LINES ARE APPROXIMATE. THE CONTRACTOR SHALL PERFORM A LOCATED PRIOR

TO ANY EXCAVATION OR SUBGRADE WORK.

3. VERIFY LOCATIONS AND ROUGH IN REQUIREMENT OF ALL OWNER FURNISHED EQUIPMENT

PRIOR TO ROUGH-IN.

POWER NOTES:

1. USE 1/0 AWG FOR ENTRY SERVICE LINE.

2. CONTRACTOR SHALL COORDINATE WITH DS&O ELECTRICAL COOPERATIVE FOR SERVICE

CONNECTION.

_,,, __ ,,, - WATERLINE

--s -- SEWER LINE

--E--

ELECTRICAL LINE

US Army Corps of Engineers•

SHEET ID

CU-500

E

D

C

B

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2 3 4 5

0 CONCRETE APRON CONTRACTION JOINT PLAN

------------------64' ------------------

--�12'-9" --�12'-9"

45'

11 -3" --�12'-9"

0 CONCRETE FLOOR CONTRACTION JOINT LAYOUT PLAN

_,.,,,,,,,. �" POLYETHYLENE FOAM THAT MEETS

I

------ OR EXCEEDS ASTM D 4819/ASTM D 3575

11 I I

JOINT MATERIAL

NOTES:

0 BEAM ISOLATION JOINT

1. Isolation joint material should go all the way through the slab, starting at the sub-base, but should not extend above the top.

DRAWINGS ARE NOT TO SCALE

ANGLE SHALL NOT

BE LESS THAN 30°

AND NO MORE THAN

45° . SHALL ALSO BE

FINISHED WITH A

MINIMUM OF At"

RADIUS.

7 8

0 CONCRETE APRON

0 OVERHEAD DOOR CONCRETE INSET

0 OVERHEAD DOOR CONCRETE INSET

. . 4·

.4

0GARAGE DOOR INSET DETAIL

I 15'

I

US Army Corps of Engineers ® isiw :c � ail 0 o<

SHEET ID

CP-501

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EXISTING

RETAINING WALL

2 3 f---z

0 0 0 0 0 0 0 r-----9J ______ 7

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1-12· GRAVEL PAD 35'

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L ______ l _____ J 38'

GRAVEL SERVICE ROAD

0 EXISTING BUILDING PAD

UJ

Cl'.

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0 SIDE VIEW OF CONCRETE ENTRANCE RAMP

DRAWINGS ARE NOT TO SCALE

4 5

7 8

20 30 @O 50

ASPHALT ROADWAY

60 70

0 GRADE OF CONSTRUCTION AREA FROM ROADWAY TO NORTH

RAVEL ROADWAY

70 60 50 40 30 20 10 0

0GRADE OF CONSTRUCTION AREA FACING EAST

NOTES:

BUILDING SIDE, SEE NOTE 2

l l

0 TOP VIEW OF CONCRETE ENTRANCE RAMP

1. REFER TO CP-500 FOR CONCRETE PAVEMENT THICKNESS.

2. BUILDING FLOOR ELEVATION SHALL BE CONSTRUCTED AT A HEIGHT THAT SHALL NOT ALLOW WATER RUNOFF FROM

ENTERING THE BUILDING.

3. EXPANSION JOINT SHALL BE PLACED BETWEEN ANY PADS THAT ARE CONFINED.

4. DIRECTIONAL ARROW ON FIG. D7 SHALL BE A SMOOTH SLOPE TO THE EXISTING GRADE. PROCEDURES FOR PLACING THIS KICKOUT SHALL FOLLOW PREVIOUSLY STATED DEMOLITION SPECS ON G-003. ADDITIONAL ARROWS DEPICT

POSITIVE DRAINAGE ALONG THE RAMP.

US Army Corps of Engineers ®

SHEET ID

CP-502

E

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C

B

A

CIRCUIT2

GENERAL NOTES:

ATHROOM TO BE

CONSTRUCTED

BYUSACE

1 . CIRCUIT NUMBERS AT DEVICES SHALL CORRESPOND TO PANEL BOARD BREAKERS

(SEE E-101). BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT

BREAKER RATING. UNLESS INDICATED OTHERWISE ON THE ELECTRICAL

EQUIPMENT SCHEDULE.

2 . USE #10AWG CONDUCTORS FOR20AMPERE 120 VOLT BRANCH CIRCUITS LONGER

THAN 75 FEET, UNLESS SPECIFICALLY INDICATED OTHERWISE THIS SHALL BE

REQUIRED FOR THE ENTIRE LENGTH OF THE CIRCUIT.

3. CONTRACTOR SHALL ENSURE THAT THE UNDERGROUND ELECTRICAL SERVICE

ENTRY CONDUIT IS INSTALLED AT A DEPTH OF 18 INCHES, +/- 4 INCHES. IF

REQUIRED THE CONTRACTOR SHALL INSTALL A QUARTZITE JUNCTION BOX NEAR

THE UTILITY POLE OR OUTSIDE OF THE BUILDING, WITH A TOP COVER LABELED

"ELECTRICAL". THIS BOX SHALL BE FLUSH WITH THE GROUND SURFACE ONCE

INSTALLED.

LIGHTING NOTES:

4. ALL LIGHTING FIXTURES WITH THE EXCEPTION OF THE FLOOD LIGHTS, SHALL BE

FLUSH FLUSH MOUNTED TO THE BOTTOM OF THE CEILING JOISTS WITH THE LENS

PROJECTING DOWNWARD.

DRAWINGS ARE NOT TO SCALE

5 6 7 8 9

CIRCUIT 3

ELECTRICAL SYMBOL LEGEND

� 2 POLE SINGLE THROW SWITCH

LED LIGHT FIXTURE

10 DUPLEX RECEPTICLE

-:r EXTERNAL FLOOD LIGHT I/ CIRCUIT BREAKER PANEL

__l_

_............_ UNDERGROUND ENTRY WIRE

EARTH GROUND

,..--Y CONDUIT STUBBED OUT

US Army Corps of Engineers ®

SHEET ID

E-101

SOLICIAT ATION

I 2 I 3 I 4

PANELBOARD: MILFORD DAM SAFETY BLDG

F TAG NUMBER: _____ _

FURNISHED BY CONTRACT : -----

AMPS WIRE BREAKER

SERVICE

L1 TYPE SIZE TRIP POLE

THHN #10 20A 1 LIGHTS

THHN #10 20A 1 RECEPTACLES

20A 1 SPARE

E

TOTAL CONNECTED LOAD: BUS AMPS: L1

KVA

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...E2.,_ VOL Ts _1 _ PHASE_2_ wIRE � .12!l, AMP MAIN FUSE

� AMPS AIC BREAKER@� VOL TS □ MAIN LUGS ONLY

� AMP MAIN Bus181 SOLID NEUTRAL□ SUBFEED LUGS

NEMA ENCLOSURE 1 □ FEED THRU LUGS

CIRCUIT CIRCUIT BREAKER CIRCUIT

OR CABLE BKR. POLE PANEL POLE BKR. OR CABLE

NUMBER NO . NO . DIAGRAM NO. NO. NUMBER

L1

1 1

=�=t== 2 2

3 3 4 4

5 5

6 6

NOTES:

I 7 I 8

FEED: LOCATION: MILFORD DAM SAFETY BLDG

•□ TOP 181 BOTTO� _F

E

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A

B-LE

MOUNT: _N_U_M_B_E_R_: ____________ __

•o ._,.

1 SOURCE: UTILITY TRANSFORMER

FLUSHIOISURFACE

SERVICE

RECEPTACLES

SPARE

SPARE

BREAKER WIRE

TRIP POLE TYPE

20A

20A

20A

1 THHN

SIZE

#10

AMPS

L1

I 9 I 10

US Army Corps of Engineers ® g � ai z

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SHEET ID

E-102