A.2.11.3 RTA 100% Design Submittal_Drawings with Option1.pdf

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

HONOLULU DISTRICT

MECK ISLAND, (USAG-KA)

ELECTRICAL DISTRIBUTION SYSTEM

FY22 U.S. MISSILE DEFENSE AGENCY

REPUBLIC OF THE MARSHALL ISLANDS

W9128A-16-D-0003

SEP 2020

B1

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TRUE N

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CONTROLS DESIGNMECHANICAL DESIGNELECTRICAL DESIGN

DISTRIBUTION DESIGNSTRUCTURAL DESIGNCIVIL DESIGN

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FIRE PROTECTION DESIGN

Jefferson D. VanSickel

Digitally signed by Jefferson D. VanSickel DN: C=US, E=jeff.vansickel@powereng.com, O="POWER Engineers, Inc", OU=Generation Electrical Department, CN=Jefferson D. VanSickel Location: Meridian, ID Reason: I agree to the terms defined by the placement of my signature on this document Contact Info: jeff.vansickel@powereng.com Date: 2020.09.01 13:05:44-06'00'

Jonathan Bader Digitally signed by Jonathan Bader

DN: C=US,

E=jonathan.bader@powereng.com, O=POWER Engineer's Inc., OU=POWER Engineer's Inc., CN=Jonathan Bader

Date: 2020.09.01 16:18:50-05'00'

Benjamin McKim

Digitally signed by Benjamin McKim Date: 2020.09.01 18:45:05 -06'00'

Jay T Higashi Digitally signed by Jay T Higashi DN: C=US, E=jay.higashi@coffman.com, O=Coffman Engineers, OU=Fire Protection Engineering, CN=Jay T Higashi Date: 2020.09.01 16:29:06-10'00'

William Keith Waller

Digitally signed by William Keith Waller DN: C=US, E=keith.waller@powereng.com, O="POWER Engineers, Inc.", OU=Generation Civil Department, CN=William Keith Waller Location: Hailey, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2020.09.01 15:12:24-06'00'

Phillip Stenberg Digitally signed by Phillip Stenberg DN: C=US, E=phil.stenberg@powereng.com, O="POWER Engineers, Inc", CN=Phillip Stenberg Location: Meridian, ID Reason: I agree to the terms defined by the placement of my signature on this document Contact Info: phil.stenberg@powereng.com Date: 2020.09.01 13:06:21-06'00'

Clay J. Stocklin Digitally signed by Clay J. Stocklin DN: C=US, E=clay.stocklin@powereng.com, O="POWER Engineers, Inc.", OU=Distribution Services Dept I, CN=Clay J.

Stocklin Location: Hailey, ID Reason: I agree to the terms defined by the placement of my signature on this document Contact Info: clay.stocklin@powereng.com Date: 2020.09.01 14:51:10-06'00'

ROOF SNOW LOAD

WIND DESIGN DATA

EARTHQUAKE DESIGN DATA

GEOTECHNICAL INFORMATION

INTERNAL PRESSURE COEFFICIENTS

COEFFICIENT

COEFFICIENT

COEFFICIENT

SITE CLASS

BEARING CAPACITY

PSF

UFC DESCRIPTION VALUE UNITS

UFC 3-301-01 OCTOBER 2019 - "STRUCTURAL ENGINEERING"

PSF

RISK CATEGORY

RISK CATEGORY III

MPH

SECTION

(COMPONENTS AND CLADDING HAVE BEEN DESIGNED

BY A REGISTERED DESIGN PROFESSIONAL)

ULTIMATE DESIGN WIND SPEED,

INFORMATION IN TABLE 1 IS PROVIDED PURSUANT TO REQUIREMENTS OF

SEISMIC IMPORTANCE FACTOR,

WIND EXPOSURE CATEGORY

V ult

I w

WIND IMPORTANCE FACTOR,

P g

GROUND SNOW LOAD,

I e

S

S

S

MAPPED SPECTRAL RESPONSE ACCELERATION,

MAPPED SPECTRAL RESPONSE ACCELERATION,

GENERAL ABBREVIATIONS

MAX = MAXIMUM

MIN = MINIMUM

MSL = MEAN SEA LEVEL

MTL = METAL

NS = NEAR SIDE

NTS = NOT TO SCALE

OC = ON CENTER

OPP = OPPOSITE

PLCS = PLACES

PL = PLATE

PROJ = PROJECTION

QTY = QUANTITY

RAD = RADIUS

REF = REFERENCE

REQ'D = REQUIRED

SIM = SIMILAR

SLBB = SHORT LEG BACK TO BACK

SLV = SLEEVE

SP = SPACING

SPEC = SPECIFICATION

SS = STAINLESS STEEL

STD = STANDARD

T & B = TOP AND BOTTOM

THK = THICK

TOC = TOP OF CONCRETE

TOM = TOP OF MASONRY

TOS = TOP OF STEEL

TOW = TOP OF WALL

TS = TUBE STEEL

TYP = TYPICAL

UFC = UNIFIED FACILITIES CRITERIA

UON = UNLESS OTHERWISE NOTED

VERT = VERTICAL

W/ = WITH

WF = WIDE FLANGE

WL = WORK LINE

WP = WORKING POINT

AB = ANCHOR BOLT

BC = BOLT CIRCLE

BM = BEAM

BOS = BOTTOM OF STEEL

BP = BASE PLATE

CKHD = CHECKERED

CJ = CONTROL OR CONSTRUCTION JOINT

CL = CENTERLINE

CLR = CLEAR

CMU = CONCRETE MASONRY UNIT

COL = COLUMN

CONC = CONCRETE

CONN = CONNECTION

CONT = CONTINUOUS

DIA = DIAMETER

DBL = DOUBLE

DET = DETAIL

DWG = DRAWING

EA = EACH

EAE = ENGINEER APPROVED EQUAL

EF = EACH FACE

EJ = EXPANSION JOINT

EL = ELEVATION

EQ = EQUALLY

EW = EACH WAY

EX = EXISTING

EXT = EXTERIOR

FL = FLOOR ELEVATION

FS = FAR SIDE

GA = GAGE

GALV = GALVANIZED

GR = GRADE

HP = HIGH POINT

HSA = HEADED STUD ANCHOR

HORIZ = HORIZONTAL

INT = INTERIOR

INV = INVERT

JT = JOINT

LG = LONG

LLBB = LONG LEG BACK TO BACK

LLH = LONG LEG HORIZONTAL

LLV = LONG LEG VERTICAL

LP = LOW POINT

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS WITH CONTRACT DRAWINGS AND

WITH THE PHYSICAL CONDITIONS AT THE SITE, AND SHALL REPORT ALL DISCREPANCIES TO THE

ENGINEER FOR RESOLUTION. THE CONTRACTOR SHALL NOT CONTINUE ANY WORK RELATING TO SUCH

DISCREPANCIES WITHOUT ENGINEER APPROVAL.

2. CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO LOCATE ALL EXISTING UTILITIES AND

EXERCISE CARE TO PROTECT THEM FROM DAMAGE DURING EXCAVATION AND CONSTRUCTION.

3. SITE VISITS BY THE ENGINEER WILL NOT INCLUDE INSPECTIONS. THE ENGINEER WILL NOT BE

RESPONSIBLE FOR THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION, SEQUENCE OF

CONSTRUCTION, OR SITE SAFETY PROGRAMS.

4. STRUCTURAL NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS. WHERE

DIFFERENCES BETWEEN STRUCTURAL DRAWINGS, NOTES OR SPECIFICATIONS OCCUR, THE

SPECIFICATIONS SHALL GOVERN. IF DIFFERENCES OCCUR, THE CONTRACTOR SHALL REQUEST

IMMEDIATE CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

5. ALL DIMENSIONS ARE GIVEN IN FEET AND INCHES, UNLESS OTHERWISE NOTED.

6. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI, UFC OR OTHER STANDARDS AND SPECIFICATIONS, THE LATEST EDITION IS INTENDED, UNLESS OTHERWISE NOTED.

7. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURE.

CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE STRUCTURE DURING

CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO, BRACING, SHORING, AND LOAD BALANCING WHERE

EXCESSIVE CONSTRUCTION LOADS MAY OCCUR.

8. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED FOR STABILITY

UNTIL THE STRUCTURE IS COMPLETE.

9. CONTRACTOR WILL EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDENT TESTING/INSPECTION

COMPANY TO PERFORM SPECIFIED INSPECTIONS AND TESTS IN ACCORDANCE WITH UFC 1-200-01

PARAGRAPH 2-17.2.

A. SPECIAL INSPECTOR SHALL BE APPROVED BY THE OWNER, THE LOCAL BUILDING INSPECTION

DEPARTMENT, AND BE ICC CERTIFIED FOR THE INSPECTIONS BEING PERFORMED.

B. EMPLOYMENT OF THE INDEPENDENT TESTING/INSPECTION COMPANY AND INSPECTION SHALL IN

NO WAY RELIEVE CONTRACTOR OF THEIR OBLIGATION TO PERFORM WORK IN ACCORDANCE WITH

REQUIREMENTS OF CONTRACT DOCUMENTS.

C. CONTRACTOR SHALL COORDINATE WITH THE INDEPENDENT TESTING/INSPECTION COMPANY TO

FACILITATE THE EXECUTION OF ITS REQUIRED SERVICES.

D. AFTER EACH INSPECTION AND TEST, THE INDEPENDENT TESTING/INSPECTION COMPANY SHALL

PROMPTLY SUBMIT TWO COPIES OF LABORATORY REPORT TO THE ENGINEER, AND TWO COPIES

TO THE OWNER.

E. STRUCTURAL STEEL FABRICATION SHALL BE IN COMPLIANCE WITH AISC 360, CHAPTER N.

163.0

III

D

1.0

1.25

0.32

0.09

D

2.4.7

SECTION 1613

Kd=0.85

Kz=1.08

Kzt=1.0

G=0.85

2.4.6

SECTION 1609

0.0

2.4.5

SECTION 1608

GENERAL STRUCTURAL NOTES

TABLE 1

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SHEET ID

US Army Corps of Engineers

U S

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1/27/22

1"

1"

MAXIMUM SIZE

COARSE AGGREGATE (INCHES)

CONCRETE FINISH

CONSTRUCTION

FORMWORK

ACCESSORIES

SPECIFICATIONS

CONCRETE MIX

TYPE OF STRUCTURE

REINFORCEMENT

MISCELLANEOUS

ALL OTHERS

FOOTINGS/SLABS ON GRADE

WALLS MORE THAN 10" THICK

ANCHOR BOLTS & EMBEDDED ITEMS

FLOOR FINISH

1. DESIGN AND CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING

CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY" (ACI 318), AND

"SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301), LATEST EDITION.

2. LEAN CONCRETE (FOR USE AS STRUCTURAL FILL, AND IN MUD MATS AND DUCT BANKS) SHALL HAVE A

MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. ALL OTHER CONCRETE SHALL BE NORMAL

WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS, UON.

PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE V, UON.

3. UNLESS A GREATER COVER IS INDICATED, COVER FOR REINFORCEMENT SHALL NOT BE LESS THAN

THE FOLLOWING (IN INCHES):

A. CONCRETE CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

NO. 6 THROUGH NO. 18 BARS ...................................................... 2-1/2

NO. 5 BAR; W31 OR D31 WIRE, AND SMALLER ............................ 2-1/2

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLABS, WALLS, JOISTS:

NO. 14 AND NO. 18 BARS ............................................................... 1-1/2

NO. 11 BAR AND SMALLER ............................................................. 3/4

BEAMS, COLUMNS:

PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS ........... 1-1/2

SHELLS, FOLDED PLATE MEMBERS:

NO. 6 BAR AND LARGER ................................................................ 3/4

NO. 5 BAR; W31 OR D31 WIRE, AND SMALLER ........................... 1/2

4. REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. WELDED

WIRE FABRIC AND SPIRAL REINFORCEMENT SHALL CONFORM TO ASTM A1064.

A. ALL REINFORCING SHALL BE EPOXY COATED DEFORMED BARS PER ASTM A775.

5. CONTINUOUS REINFORCING #11 AND SMALLER, SHALL BE LAPPED AT SPLICES. LAP LENGTH OF

SPLICES SHALL NOT BE LESS THAN CLASS B SPLICE.

6. WHERE SPECIFIED ON THE CONTRACT DRAWINGS, ANCHOR BOLTS SHALL CONFORM TO THE

FOLLOWING:

· STAINLESS STEEL ASTM A193 GRADE B8M CLASS 1 AISI 316: Fu=75 KSI.

7. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUND RODS, AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS

SHALL BE IN PLACE PRIOR TO START OF CONCRETE PLACEMENT.

8. ALL EXPOSED CONCRETE EDGES SHALL HAVE A ONE INCH CHAMFER AT 45 DEGREES.

9. TESTS AND SPECIAL INSPECTIONS, AS SPECIFIED BY CONCRETE NOTES TABLE 1, SHALL BE

PERFORMED FOR ALL CONCRETE WORK WITH A COMPRESSIVE STRENGTH GREATER THAN 2000 PSI.

10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH TECHNICAL SPECIFICATION 03-30-00.

1. DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES AND

STANDARDS CONTAINED THEREIN, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

IBC 2018 INTERNATIONAL BUILDING CODE

ACI 117 SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS

AND COMMENTARY

ACI 304 GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE

ACI 305R GUIDE TO HOT WEATHER CONCRETING

ACI 306R GUIDE TO COLD WEATHER CONCRETING

ACI 347R GUIDE TO FORMWORK FOR CONCRETE

ACI 211.1 STANDARD PRACTICE FOR SELECTING PROPORTIONS FOR NORMAL, HEAVYWEIGHT,

AND MASS CONCRETE

ACI 302.1R GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION

ACI 308.1 SPECIFICATION FOR CURING CONCRETE

ACI SP-4 FORMWORK FOR CONCRETE

ACI SP-66 DETAILING MANUAL

AWS D1.1 STRUCTURAL WELDING CODE - STEEL

AWS D1.3 STRUCTURAL WELDING CODE - SHEET STEEL

AWS D1.4 STRUCTURAL WELDING CODE - REINFORCING STEEL

CRSI MSP MANUAL OF STANDARD PRACTICE

CRSI 10-PLACE CRSI RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS"

USAG-KA KWAJALEIN ATOLL INSTALLATION DESIGN GUIDE

UFC 1-200-01, OCTOBER 2019 DOD BUILDING CODE

UFC 1-300-02, APRIL 2019 UNIFIED FACILITIES GUIDE SPECIFICATIONS FORMAL STANDARD

UFC 3-201-01, JULY 2019 CIVIL ENGINEERING

UFC 3-301-01, OCTOBER 2019 STRUCTURAL ENGINEERING

1. MATERIALS FOR CONCRETE AND PROPORTIONING SHALL CONFORM TO THE REQUIREMENTS OF ACI

211.1, ACI 301, AND ACI 318.

2. GENERALLY, THE AGGREGATE SIZE SHALL BE AS FOLLOWS:

3. MAXIMUM WATER/CEMENT RATIO FOR CONCRETE SHALL BE .40, UON OR APPROVED BY ENGINEER.

4. ALL CONCRETE EXPOSED TO FREEZING AND THAWING SHALL BE AIR ENTRAINED. TARGET AS

DELIVERED AIR CONTENT SHALL BE IN THE RANGE OF 5 TO 7 PERCENT.

5. CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 INCHES OR LESS. A

TOLERANCE OF UP TO 1 INCH ABOVE THE MAXIMUM WILL BE ALLOWED FOR ONE BATCH IN ANY FIVE

CONSECUTIVE BATCHES TESTED.

6. ADMIXTURES TO BE USED IN CONCRETE SHALL BE SUBJECT TO PRIOR APPROVAL BY THE ENGINEER.

1. ALL REINFORCING STEEL THAT IS TO BE WELDED, WHERE INDICATED ON THE CONTRACT DRAWINGS, SHALL BE DEFORMED BARS CONFORMING TO ASTM A706 AND WELDED IN ACCORDANCE WITH AWS

D1.4.

2. FIELD BENDING OF REINFORCING STEEL SHALL NOT BE DONE WITHOUT PRIOR AUTHORIZATION OF THE

CONTRACTING OFFICER

3. ALL REINFORCEMENT SHALL BE BENT COLD, UNLESS OTHERWISE PERMITTED BY THE ENGINEER.

REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, UNLESS PERMITTED

BY THE ENGINEER IN ACCORDANCE WITH ACI 318 - SECTION 7.3.

4. REINFORCING STEEL SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER TRADES

UNLESS APPROVED BY THE STRUCTURAL ENGINEER.

5. THE PROPER TYPE AND QUANTITIES OF ACCESSORIES SHALL BE FURNISHED TO HOLD THE

REINFORCING STEEL IN PLACE WHILE THE CONCRETE IS BEING PLACED. REINFORCEMENT SHALL BE

TIED OFF AT A MINIMUM OF 50% OF THE INTERSECTIONS.

6. PRIOR TO SHIPPING OF REINFORCING STEEL TO THE FIELD, SHOP DRAWINGS SHALL BE SUPPLIED TO

THE ENGINEER FOR REVIEW.

7. REINFORCMENT SHALL BE ASTM A615 AND HAVE EPOXY COATING PER ASTM A775.

1. REFERENCE APPROVED CONTRACT DRAWINGS FOR BUILDING FOUNDATION LOCATION AND

ORIENTATIONS ON THE SITE.

2. COORDINATE OPENINGS AND EMBEDS IN CONCRETE WITH ALL OTHER TRADES.

3. NOTIFY ENGINEER OF ANY DISCREPANCIES DISCOVERED WITH OTHER TRADES.

4. ALL PLAN DIMENSIONS ARE INDICATED ON A HORIZONTAL PLANE.

1. PLACING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304.

2. PUMPING OR PNEUMATIC CONVEYING EQUIPMENT SHALL BE OF SUITABLE KIND WITH ADEQUATE

PUMPING CAPACITY. PNEUMATIC PLACEMENT SHALL BE CONTROLLED SO THAT SEGREGATION IS NOT

APPARENT IN THE DISCHARGED CONCRETE. THE LOSS OF SLUMP IN PUMPING OR PNEUMATIC

CONVEYING EQUIPMENT SHALL NOT EXCEED 2". CONCRETE SHALL NOT BE CONVEYED THROUGH PIPE

MADE OF ALUMINUM OR ALUMINUM ALLOY. SLUMP SPECIFIED IN CONCRETE MIX NOTE 5 SHALL BE AT

CONVEYING DISCHARGE.

3. REFER TO MECHANICAL, PIPING, ELECTRICAL & VENDOR DRAWINGS FOR NON-STRUCTURAL

EMBEDDED ITEMS.

4. ALL CONCRETE PLACED IN COLD WEATHER SHALL CONFORM TO REQUIREMENTS OF ACI 306R.

5. ALL CONCRETE PLACED IN HOT WEATHER SHALL CONFORM TO REQUIREMENTS OF ACI 305R.

6. CONCRETE CURING IS REQUIRED FOR ALL EXPOSED SURFACES. CONCRETE SURFACES SHALL BE

KEPT AT MOIST CONDITION FOR AT LEAST 7 DAYS. ALTERNATIVELY, MEMBRANE TYPE OF CURING

COMPOUND MAY BE USED. MASS CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI 301.

1. FORMWORK SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 347R.

2. ACI SPECIAL PUBLICATION 4 SHALL BE USED AS A GUIDE.

3. WHERE WOOD FORMS ARE USED, THEY SHALL BE PLY FORM OR GRADED EXTERIOR TYPE PLYWOOD, GRADE BB OR BETTER.

4. FORMS OR SHORES SHALL NOT BE REMOVED WITHOUT THE APPROVAL OF THE CONSTRUCTION

MANAGER. ALL REMOVAL SHALL BE ACCOMPLISHED IN A MANNER TO PREVENT INJURY TO THE

CONCRETE. FORMS SHALL GENERALLY NOT BE REMOVED PRIOR TO THE MINIMUM NUMBER OF DAYS

INDICATED BELOW:

SLABS AND BEAM BOTTOMS - 14 DAYS

WALLS AND FOOTINGS - 3 DAYS

COLUMNS - 3 DAYS

STRUCTURES SHALL NOT BE LOADED UNTIL CONCRETE HAS CURED TO A

MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.

1. HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS OR APPROVED

EQUAL. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON, TYPE D2L, OR APPROVED EQUAL. STUDS

AND DBA SHALL BE AUTOMATICALLY END-WELDED WITH MANUFACTURER'S STANDARD EQUIPMENT

AND SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE 316 STAINLESS STEEL UON.

3. WATERSTOPS SHALL BE PVC WATERSTOPS CONFORMING TO CRD-C-572 AND SHALL BE OF THE SIZES

INDICATED. WATERSTOPS FOR CONSTRUCTION JOINTS SHALL BE THREE-EIGHTH-INCH THICK,

"DUMBBELL" STYLE. WATERSTOPS FOR EXPANSION JOINT SHALL BE THREE-EIGHTH-INCH THICK, "CENTER BULB" STYLE. "SPLIT FLANGE" WATERSTOPS, THREE-EIGHTH-INCH THICK, SHALL BE

INSTALLED AS INDICATED OR REQUIRED FOR THE WORK AND APPROVED BY ENGINEER. PVC

WATERSTOPS SHALL BE THE PRODUCT OF GREENSTREAK, INC.,W.R.MEADOWS, INC. OR SIKA

CORPORATION, UNLESS OTHERWISE APPROVED BY ENGINEER.

1. ALL ANCHOR BOLTS AND EMBEDDED STRUCTURAL ANCHORAGES AND SUPPORTS SHALL BE SUPPLIED

AND INSTALLED BY THE CONCRETE CONTRACTOR, UNLESS OTHERWISE SPECIFIED.

2. ALL ANCHOR BOLTS SHALL BE SET AND PLUMBED WITH TEMPLATES. ALL EMBEDDED ITEMS SHALL BE

ACCURATELY SECURED IN PLACE.

1. AFTER THE REMOVAL OF FORMS, SURFACES OF CONCRETE SHALL BE FINISHED IN ACCORDANCE WITH

THE REQUIREMENTS OF ACI 301, UON. NO SURFACE MOCK-UPS ARE REQUIRED UON.

2. SURFACE DEFECTS AND TIE HOLES SHALL BE REPAIRED IN ACCORDANCE WITH THE REQUIREMENTS

OF ACI 301.

3. UNLESS STAINLESS STEEL, NONCORROSIVE, OR COATED TIES ARE USED, TIE HOLES IN SURFACES NOT

TO BE EXPOSED IN THE FINISHED WORK SHALL BE CLEANED, THOROUGHLY DAMPENED, AND FILLED

SOLID WITH PATCHING MORTAR.

1. FLOOR FINISHES AS SPECIFIED ON PLANS SHALL COMPLY WITH ACI 301 REQUIREMENTS FOR FINISHING

UNFORMED SURFACES.

2. FLOOR SURFACE CLASSIFICATIONS AS SPECIFIED ON PLANS SHALL COMPLY WITH ACI 117 FLOOR

FINISH TOLERANCE REQUIREMENTS.

3. WHERE FLOOR FINISHES AND SURFACE CLASSIFICATIONS HAVE NOT BEEN SPECIFIED ON PLANS, THE

FOLLOWING ACI 301 FLOOR SURFACE FINISHES AND ACI 117 FLOOR SURFACE CLASSIFICATIONS SHALL

APPLY:

A. SURFACES TO RECEIVE BONDED APPLIED CEMENTITIOUS APPLICATIONS SHALL RECEIVE A

SCRATCHED FINISH. FLOOR SURFACE TOLERANCES SHALL COMPLY WITH ACI 117 REQUIREMENTS

FOR A CONVENTIONAL FLOOR SURFACE CLASSIFICATION.

B. EXTERIOR BUILDING ENTRANCES; EXPOSED CONCRETE FLOORS OF VESTIBULES, PLATFORMS, RAMPS, LOADING DOCKS; MAIN ENTRANCE AISLES OF WAREHOUSES OR STORAGE AREAS; INTERIOR

TRAFFIC AISLES SUBJECT TO MOTORIZED TRAFFIC, AS INDICATED ON THE CONTRACT DRAWINGS;

AND, CONCRETE STAIR TREADS AND LANDINGS SHALL RECEIVE A NONSLIP FINISH. FLOOR

SURFACE TOLERANCE SHALL COMPLY WITH ACI 117 REQUIREMENTS FOR A MODERATELY FLAT

FLOOR SURFACE CLASSIFICATION.

C. ALL OTHER SIDEWALKS, AND FLOORS AND RAMPS SUBJECT TO VEHICULAR TRAFFIC, SHALL

RECEIVE A BROOM FINISH. FLOOR SURFACE TOLERANCE SHALL COMPLY WITH ACI 117

REQUIREMENTS FOR A MODERATELY FLAT FLOOR SURFACE CLASSIFICATION.

4. RANDOM TRAFFIC FLOOR FINISH TOLERANCES SHALL BE MEASURED IN ACCORDANCE WITH ASTM

E1155 OR BY THE MANUAL STRAIGHTEDGE APPROACH DETAILED BY ACI 117.

REFERENCE ASTM C33 FOR GRADATION. PROPORTIONS OF AGGREGATE TO CEMENT FOR ANY CONCRETE

MIX SHALL BE SUCH AS TO PRODUCE A MIXTURE WHICH, CONSISTENT WITH THE METHOD OF PLACING, WILL WORK READILY INTO CORNERS AND ANGLES OF THE FORMS AND AROUND REINFORCEMENT

WITHOUT PERMITTING THE MATERIALS TO SEGREGATE OR EXCESS WATER TO COLLECT ON THE SURFACE.

VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC

-- X

REFERENCED STANDARD IBC REFERENCE

X

-- X

X --

-- X

-- X

X --

ACI 318: CH 20, 25.2, 25.3, 26.5.1 TO 26.5.3

ACI 318: 26.5.4

ACI 318: CH 19, 26.4.3, 26.4.4

ACI 318: 17.8.2

ASTM C172

ASTM C31

ACI 318: 26.4.5, 26.12

ACI 318: 26.4.5

ACI 318: 26.4.7-26.4.9

1908.4

1908.9

1904.1, 1904.2, 1908.2, 1908.3

1908.10

1908.6, 1908.7, 1908.8

LIST OF TESTS AND SPECIAL INSPECTIONS

IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) 2018, SECTION 1705.3 AND UFC-200-01 PARAGRAPH 2-17.2, THE FOLLOWING MEANS

AND METHODS OF CONSTRUCTION ARE SUBJECT TO SPECIAL INSPECTIONS:

INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED

CONCRETE MEMBERS. (SEE THE ANCHOR RESEARCH REPORT

FOR SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION)

INSPECTION OF REINFORCING STEEL, INCLUDING

PRESTRESSING TENDONS, AND PLACEMENT

INSPECTION OF ANCHORS CAST IN CONCRETE WHERE

ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE

STRENGTH DESIGN IS USED

VERIFYING USE OF REQUIRED DESIGN MIX

AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE

SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND

AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF

THE CONCRETE

INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR

PROPER APPLICATION TECHNIQUES

INSPECTION FOR MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES

GENERAL CONCRETE NOTES

FORMED SURFACES

TABLE 1

S O

L I C

I T

A T

I O

N

N

O

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S I G

N E

D

B

Y

D E

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N

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2 3 4 5 6 7 8 9 10

F

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D

C

B

A

SHEET ID

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

S-002

G E

N E

R A

L

C

O N

C R

E T

E

N

O T

E S

P

S

T E

N B

E R

G

J

T

U R

N E

R

C

W

E B

S T

E R

S

C

R E

A

R T

A

D

E S

I G

N

S

U B

M I T

T A

L

D I S

T R

I B

U T

I O

N

O

P T

I O

D

I F

I C

A T

I O

N S

S E

P

J A

N

RTA (100%) DESIGN SUBMITTAL

M E

L A

N D

U

S

A

R M

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G

A R

R I S

W A

J A

L E

O

S A

G K

A

C O

N T

A I N

E R

I Z

W

R

A

E

C T

R I C

S

T R

I B

U T

I O

N

F Y

S

M

I S

S I L

E

D

E F

E N

E

N C

Y

R E

P U

B L

T

H

R

S H

A L

L

I S

L A

N D

S

H O

N O

L U

S

T R

I C

T

B L

E C

T P

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F T

S

H A

F T

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H

I

S E

P

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A

D

A N

S I

D

1/27/22

Phillip Stenberg

Digitally signed by Phillip Stenberg

DN: C=US,

E=phil.stenberg@powereng.com, O="POWER Engineers, Inc", CN=Phillip Stenberg Location: Meridian, ID Reason: I agree to the terms defined by the placement of my signature on this document Contact Info:

phil.stenberg@powereng.com Date: 2020.09.01 21:36:20-06'00'

Phillip Stenberg

Digitally signed by Phillip Stenberg

DN: C=US,

E=phil.stenberg@powereng.com, O="POWER Engineers, Inc", CN=Phillip Stenberg Location: Meridian, ID Reason: I agree to the terms defined by the placement of my signature on this document Contact Info:

phil.stenberg@powereng.com Date: 2020.09.01 21:37:01-06'00'

F-001

FI

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A SHEET ID

US Army Corps of Engineers

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1. THE SPRINKLER SYSTEM DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13-2019, AND SPECIFICATION SECTION 21 13 13.00 10. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SPRINKLER SYSTEM COMPONENTS AND COORDINATE WITH THE VARIOUS TRADES. DESIGN AND INSTALLATION SHALL MEET UFC 3-600-01.

2. ALL DEVICES AND EQUIPMENT SHALL BE UL LISTED OR FM APPROVED.

3. AUTOMATIC SPRINKLER PROTECTION SHALL BE PROVIDED THROUGHOUT THE BUILDING.

4. WATER SUPPLY INFORMATION: DATA WAS PROVIDED BY NAVFAC. TEST CONDUCTED BY COFFMAN ENGINEERS ON

SEPTEMBER 19, 2019:

STATIC PRESSURE: 125 PSI

RESIDUAL PRESSURE: 20 PSI

FLOW AT RESIDUAL PRESSURE: 3,476 GPM

5. THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED IN ACCORDANCE WITH NFPA 13. SPRINKLER SYSTEM

DESIGN CRITERIA SHALL BE AS FOLLOWS:

WET PIPE SYSTEMS

POWER DISTRIBUTION CENTER (PDC)

OCCUPANCY HAZARD CLASSIFICATION: ORDINARY HAZARD

DESIGN DENSITY: 0.20 GPM/SF

DESIGN AREA: 2,500 SF

SPRINKLER TYPE: K - 8.0, QUICK RESPONSE TYPE

SPRINKLER TEMPERATURE: ORDINARY TEMPERATURE

HOSE STREAM: 250 GPM

6. SPRINKLERS SHALL BE LOCATED IN THE CENTER OF CEILING TILES WHERE APPLICABLE.

7. SPRINKLER PIPING SHALL COMPLY WITH NFPA 13, EXCEPT THAT COPPER AND PLASTIC PIPE SHALL NOT BE PERMITTED. FLEXIBLE HOSE SPRINKLERS SHALL NOT BE PERMITTED. ALL PIPING AND FITTINGS SHALL BE PAINTED.

ALL PIPING ON THE WET PIPE SYSTEM SHALL BE SCHEDULE 40 BLACK STEEL.

8. THE PIPE ROUTING AND SPRINKLER LOCATIONS ARE CONCEPTUAL. THE CONTRACTOR SHALL INSTALL THE SYSTEM IN ACCORDANCE WITH THE APPLICABLE CODES, MANUFACTURER'S RECOMMENDATIONS AND EQUIPMENT LISTINGS.

9. PIPING SHALL BE PROVIDED WITH EARTHQUAKE PROTECTION IN ACCORDANCE WITH NFPA 13 AND SPECIFICATION

SECTION 21 13 13.00 10. PROVIDE BRANCH LINE RESTRAINTS.

10. SPRINKLERS IN THE POWER DISTRIBUTION CENTER SHALL BE ELECTROLESS NICKEL FINISH.

11. PROVIDE A PRESSURE RELIEF VALVE AT THE FIRE SPRINKLER RISER IN ACCORDANCE WITH NFPA 13.

12. PROVIDE MAINS AND BRANCHLINES IN THE FACILITY TO LIMIT THE VELOCITIES IN THE OVERHEAD PIPING TO LESS

THAN 20 FT/SEC.

13. SPARE SPRINKLERS SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. HYDRAULIC DATA PLATES SHALL BE

PROVIDED AT EACH RISER.

1. THE FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED

IN ACCORDANCE WITH NFPA 72-2019 AND SPECIFICATION SECTION 28 31 64.00 10

2. ALL DEVICES AND EQUIPMENT SHALL BE UL LISTED OR FM APPROVED.

3. DEVICE LOCATIONS ARE CONCEPTUAL. FINAL QUANTITY AND LAYOUT SHALL BE IN

ACCORDANCE WITH APPLICABLE CODES, MANUFACTURER'S RECOMMENDATION, AND

EQUIPMENT LISTINGS. COORDINATE LOCATIONS WITH CEILING AND BELOW FLOOR

ELECTRICAL INSTALLATION.

4. ALL FIRE ALARM CONDUIT SHALL BE 3/4-IN MINIMUM. ALL CONDUIT IN FINISHED AREAS

SHALL BE CONCEALED.

5. SYNCHRONIZE ALL VISUAL NOTIFICATION APPLIANCES. SYNCHRONIZE ALL AUDIBLE

NOTIFICATION APPLIANCES.

6. THE FIRE ALARM SIGNAL SHALL BE A TEMPORAL THREE TONE.

7. VISUAL NOTIFICATION APPLIANCES SHALL BE SPACED IN ACCORDANCE WITH NFPA 72.

8. SIGNALING LINE CIRCUITS SHALL BE CLASS B, INITIATING DEVICE CIRCUITS SHALL BE

CLASS B, NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS B.

9. SMOKE DETECTORS SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SUPPLY AND

RETURN AIR DIFFUSERS.

10. PROVIDE SIGNAGE AT THE FIRE ALARM/MASS NOTIFICATION CONTROL PANEL

IDENTIFYING THE POWER PANEL AND CIRCUIT.

11.

12.

13.

ALL CIRCUITS MUST BE PULLED FROM DEVICE TO DEVICE. NO SPLICES OR T-TAPPING

IS ALLOWED.

FIRE ALARM VISUAL DEVICES SHALL BE WHITE AND MARKED "ALERT" WITH CLEAR LENSES.

PAINTING SHALL COMPLY WITH SPECIFICATION SECTIONS 09 90 00 AND 28 31 64.00 10.

PENDENT SPRINKLER

UPRIGHT SPRINKLER

DESCRIPTION

OS&Y VALVE

CHECK VALVE

NEW

WET PIPE FIRE SPRINKLER RISER

TAMPER SWITCH

FIRE DEPARTMENT CONNECTION

ABOVE FINISH FLOORAFF

PIPE BREAK FOR CONTINUATION OR CLARITY

PIPE UP, AS NOTED

PIPE DOWN, AS NOTED

FDC FIRE DEPARTMENT CONNECTION

(TYP) TYPICAL

PIPE CAPPED FOR FUTURE USE

WET PIPE FIRE SPRINKLER PIPING

FLOW SWITCH

FIRE SPRINKLER SYSTEM LEGEND

DRAIN PIPED

SIDEWALL MOUNTED SPRINKLER

VS

WF

AHU AIR HANDLING UNITS

OS&Y OUTSIDE SCREW AND YOKE

FACP

FEP

DESCRIPTION

MANUAL DOUBLE-ACTION PULL STATION

SYMBOL

FIRE ALARM/MASS NOTIFICATION SYSTEM CONTROL PANEL

WALL MOUNTED FIRE NOTIFICATION APPLIANCE

ABOVE FINISH FLOORAFF

PHOTOELECTRIC SYSTEM SMOKE DETECTOR

WP WEATHERPROOF

TYP TYPICAL

BOOSTER POWER SUPPLY

FIRE ALARM / MASS NOTIFICATION SYMBOLS AND ABBREVIATIONS

F

PS

FIRE SPRINKLER SYSTEM NOTES:FIRE ALARM NOTES:

07/22/2019 Expiration Date of the License

07/22/2021 Jay T Higashi

Digitally signed by Jay T Higashi

DN: C=US,

E=jay.higashi@coffman.com, O=Coffman Engineers, OU=Fire Protection Engineering, CN=Jay T Higashi Date: 2020.09.02 13:04:04-10'00'

POWER

DISTRIBUTION

CENTER

S

FX101

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1. REFER TO DRAWING F-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

GENERAL NOTES: THIS SHEET ONLY

2 0 2 4FTSCALE: 3/8"=1-0"

A4

POWER DISTRIBUTION CENTER

FIRE SPRINKLER LAYOUT

NORTH

PLAN

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2 3 4 5 6 7 8 9 10

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A SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

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PS

O F

EN

G

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1. 2.5 INCH FIRE SPRINKLER RISER WITH BACKFLOW PREVENTER

2. VERTICAL BACKFLOW TEST HEADER

3. FIRE DEPARTMENT CONNECTION

4. SEE CIVIL DRAWINGS FOR CONTINUATION

5. 1 INCH BRANCH LINE (TYPICAL)

6. 2 INCH MAIN (TYPICAL)

7. TRANSITION FROM 6 INCH UNDERGROUND TO 2.5 INCH RISER INSIDE THE

BUILDING. SEE SHEET FX501 FOR MORE INFORMATION.

SHEET KEYNOTES

07/22/2019 Expiration Date of the License

07/22/2021 Jay T Higashi

Digitally signed by Jay T Higashi

DN: C=US,

E=jay.higashi@coffman.com, O=Coffman Engineers, OU=Fire Protection Engineering, CN=Jay T

Date: 2020.09.02 13:04:42-10'00'

FX501

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1. REFER TO DRAWING F-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

GENERAL NOTES: THIS SHEET ONLY

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STEEL

SWAY BRACE

FITTINGS

SCHEDULE 40

PIPE *

PIPE CLAMP

SPRINKLER

CROSSMAIN

* PIPE SIZES SHALL BE DETERMINED BY CALCULATIONS.

SWAY BRACE

FITTINGS

SCHEDULE 40

PIPE *

SPRINKLER CROSS

MAIN

PIPE CLAMP

STEEL

* PIPE SIZES SHALL BE DETERMINED BY CALCULATIONS.

ALL THREAD ROD

(TYP) *

END OF BRANCH

LINE SURGE

RETAINER CLIP

ADJUSTABLE RING

HANGER

ROD COUPLING

PURLINBOLT

* THREADED ROD SIZE AND LENGTH SHALL BE DETERMINED BY

CALCULATIONS IN ACCORDANCE WITH NFPA 13, PARAGRAPH

18.6.1. WHERE L/R DOES NOT EXCEED 400 FOLLOW THE

GUIDANCE OF 18.6.1 (5).

"A

PROVIDE A SECOND

RESTRAINT IN THE

OPPOSITE DIRECTION

WHEN "A" IS GREATER

THAN 29"

SCALE: NTS

A1

LONGITUDINAL SWAY BRACE DETAIL

SCALE: NTS

A5

TYPICAL END-HEAD RESTRAINT DETAIL

SCALE: NTS

D6

LATERAL SWAY BRACE DETAIL

SCALE: NTS

D3

FIRE SPRINKLER RISER DETAIL

AUTO SPKR

TEST HEADER

VS

VS

ALARM PRESSURE SWITCH

RETARD CHAMBER

PRESSURE GAUGES

2" DRAIN, TERMINATE 6" ABOVE SPLASH

BLOCK

WATER MOTOR GONG MOUNTED ON

EXTERIOR OF BUILDING

CHECK VALVE

1 - 2 1/2" FIRE DEPARTMENT CONN. 2'-6"

ABOVE GRADE, LOCATED ON THE

BUILDING EXTERIOR

1 - 2 1/2" TEST HEADER CONN. 2'-6"

ABOVE GRADE, LOCATED ON THE

BUILDING EXTERIOR

SPLASH BLOCK, INSPECTORS TEST

CONNECTION SHALL TERMINATE

OUTSIDE THE BUILDING

CONCRETE THRUST BLOCK AT BASE

OF RISER 10.0 SF MINIMUM OF BEARING

SURFACE

2 1/2" OS&Y VALVE WITH LOCK

AND CHAIN

PROVIDE 4-WAY SWAY BRACING AT TOP AND BOTTOM OF

RISER

ALARM CHECK VALVE, ALL ALARM AND TEST BALL

VALVES SHALL BE PROVIDED WITH A TAMPER

SWITCH

FLEXIBLE COUPLING WITHIN 24" OF TOP AND BOTTOM OF

THE RISER (TYP)

DRAIN LINE (DRAIN SHALL NOT BE CONNECTED TO

THE MAIN DRAIN)

2 1/2" DOUBLE CHECK VALVE

BACKFLOW ASSEMBLY

OS&Y CONTROL VALVE W/TAMPER SWITCH (TYP.)

* NOTE: ENGINEER SHALL REVIEW LOCATION OF 4-WAY BRACE IN

REFERENCE TO FLEX COUPLING LOCATION

6" UNDER GROUND WATER SUPPLY, SEE CIVIL

DRAWINGS FOR CONTINUATION

3/4" STAINLESS STEEL TIE

RODS, BITUMASTIC COATED

1" PRESSURE RELIEF

VALVE SET AT 175 PSI

PS

VS

PROVIDE PIPE SUPPORT

PER NFPA 13

TRANSITION FROM PVC TO

STEEL AT THIS FITTING

TRANSITION FROM 6"

INCOMING TO 2 1/2 " RISER

07/22/2019 Expiration Date of the License

07/22/2021 Jay T Higashi

Digitally signed by Jay T Higashi

DN: C=US,

E=jay.higashi@coffman.com, O=Coffman Engineers, OU=Fire Protection Engineering, CN=Jay T

Date: 2020.09.02 13:05:11-10'00'

POWER

DISTRIBUTION

CENTER

S

F F

S P

FACP

S P S P

S P

WF

VS

VS

VS

FA101

EL

EC

TR

IC

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P

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D

IS

TR

IB

U

TI

O

N C

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FI

R E

AL

AR

M L

AY

O

U T

1. REFER TO DRAWING F-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

GENERAL NOTES: THIS SHEET ONLY

2 0 2 4FTSCALE: 3/8"=1-0"

A4

POWER DISTRIBUTION CENTER

FIRE ALARM LAYOUT

NORTH

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A SHEET ID

US Army Corps of Engineers

U .S

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1. FIRE ALARM CONTROL PANEL

2. POTS LINE TO FIRE DEPARTMENT POINT OF CONNECTION

SHEET KEYNOTES

07/22/2019 Expiration Date of the License

07/22/2021 Jay T Higashi

Digitally signed by Jay T Higashi

DN: C=US,

E=jay.higashi@coffman.com, O=Coffman Engineers, OU=Fire Protection Engineering, CN=Jay T

Date: 2020.09.02 13:05:41-10'00'

FACP

TVSS

S P

SEE ELECTRICAL DRAWINGS

FOR CONTINUATION

1P,20A

75 15

FFIRE ALARM POTS LINE

TO FIRE DEPARTMENT

CONNECTION

F S P

S P

S P

WF VS VS VS

FA501

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EC

TR

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P

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AR

M D

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AI

LS

, S

EQ

U

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C

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AN

D R

IS

ER

D

IA

G R

AM

1. REFER TO DRAWING F-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

GENERAL NOTES: THIS SHEET ONLY

SO

LI

C

IT

AT

IO

N N

O

D

ES

IG

N

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B

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D

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C R

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2 3 4 5 6 7 8 9 10

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A SHEET ID

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U .S

. A R

M Y

C O

R

PS

O F

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G

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EE

R S

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T.

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(1

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TA

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P

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M

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P

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SCALE: NTS

A2

FIRE PROTECTION RISER DIAGRAM

ALERT

VISUAL OR AUDIO/

VISUAL DEVICE

MANUAL FIRE

ALARM PULL

STATION

FIRE

AUDIO DEVICE

7' -6

6' -8

4' -0

5'-0" MAX.

* IF CEILING HEIGHT DOES NOT PERMIT MOUNTING HEIGHTS NOTED FOR AUDIO DEVICES WHILE LEAVING A MINIMUM OF 6-INCHES BETWEEN THE CEILING AND THE TOP OF THE AUDIO DEVICE, THE DEVICE SHALL BE MOUNTED AT 6-INCHES BELOW CEILING MEASURED TO THE TOP OF THE DEVICE.

** IF CEILING HEIGHT DOES NOT PERMIT MOUNTING HEIGHTS NOTED FOR VISUAL OR AUDIO/ VISUAL DEVICES WHILE LEAVING A MINIMUM OF 6-INCHES BETWEEN THE CEILING AND THE TOP OF THE VISUAL OR AUDIO/ VISUAL DEVICE, THE DEVICE SHALL BE MOUNTED AT 6-INCHES BELOW CEILING

MEASURED TO THE TOP OF THE DEVICE.

SCALE: NTS

D1

TYPICAL MOUNTING DETAIL FOR FIRE ALARM

DEVICES

07/22/2019 Expiration Date of the License

07/22/2021 Jay T Higashi

Digitally signed by Jay T Higashi

DN: C=US,

E=jay.higashi@coffman.com, O=Coffman Engineers, OU=Fire Protection Engineering, CN=Jay T

Date: 2020.09.02 13:06:04-10'00'

SO

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2 3 4 5 6 7 8 9 10

F

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D

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B

A SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

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XE001

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A1

DISTRIBUTION VICINITY MAP

TRUE N

SCALE NTS

E1 SCALE NTS

TRUE N

5017 5040

5115 5118 5119

5092 5095

NORTH

PLAN

PDC

SECTIONALIZER S1

SECTIONALIZERS

S2, S3, S4

SECTIONALIZERS

S5, S6

FUTURE B5098

UNIT SUB

SECTIONALIZERS

S7, S8

SECTIONALIZERS

S9, S10

SECTIONALIZERS

S11, S12

TECH 1 & 2

UNIT SUB

Clay J. Stocklin

Digitally signed by Clay J. Stocklin

DN: C=US,

E=clay.stocklin@powereng.com, O="POWER Engineers, Inc.", OU=Distribution Services Dept I, CN=Clay J. Stocklin Location: Hailey, ID Reason: I agree to the terms defined by the placement of my signature on this document Contact Info:

clay.stocklin@powereng.com Date: 2020.09.02 12:46:25-06'00'

2020 10 0 40FTSCALE: 1"=20'

D1

PLAN VIEW - AREA UTILITY

NORTH

PLAN

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IS

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

XE101

PL

AN

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A

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GENERAL NOTES: THIS SHEET ONLY

1. THE UTILITIES AND NATURAL FEATURES SHOWN HEREON ARE BASED ON

FIELD SURVEYS, AERIAL PHOTOGRAPHY AND RECORD DOCUMENTS. OTHER

FACILITIES MAY EXIST NOT DISCOVERED THROUGH THE RECORD CHECK.

THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, BOTH HORIZONTAL

AND VERTICAL, OF ALL UTILITIES.

2. CONTROL POINTS AND TOPOGRAPHY ARE TAKEN FROM SURVEY

INFORMATION RECEIVED FROM CONTROLPOINT SURVEYING, INC. 615 PIIKOI

STREET, SUITE 700 HONOLULU, HAWAII 96814, DATED ON DECEMBER 03, 2019

WITH FILE NAME : 16091-01 AEC_FINAL.DWG

3. FOR PLANT COORDINATES REFER TO :

VERTICAL DATUM

"FELIPE" BRASS DISK

N 3269789.30 E 2624088.52

EL 43.38 MSL (US FT)

HORIZONTAL DATUM

UTM 58 NORTH

4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO THE

ORIGINAL CONDITION OR BETTER AS DETERMINED BY GOVERNMENT.

5. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CONTRACT SPECIFICATIONS OR APPROPRIATE

INDUSTRY STANDARDS WHERE INDICATED.

6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS

ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER FOR CLARIFICATION PRIOR TO THE FABRICATION

AND /OR ORDERING OF MATERIAL.

7. RESTORATION OF ROADS AND ALL OTHER IMPROVEMENTS, UNAVOIDABLY

DAMAGED SHALL BE REPAIRED AND COST BORNE BY THE CONTRACTOR.

8. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ADEQUATE, SAFE,

NON-SKID BRIDGING MATERIAL OVER THE TRENCH, INCLUDING SHORING,

WHEN TRENCHING IN ROAD AREAS TO HANDLE ALL TYPES OF VEHICULAR

TRAFFIC.

9. WHEN EXCAVATION IS ADJACENT TO OR UNDER EXISTING STRUCTURES OR

FACILITIES, THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SHEETING

AND BRACING THE EXCAVATION AND STABILIZING THE EXISTING GROUND TO

RENDER IT SAFE AND SECURE FROM POSSIBLE SLIDES, CAVE-INS, AND

SETTLEMENTS, AND FOR PROPERLY SUPPORTING EXISTING STRUCTURES

AND FACILITIES WITH BEAMS, STRUTS OR UNDERPINNING TO FULLY

PROTECT IT FROM DAMAGE.

10. ALL MATERIALS FOR THIS PROJECT SHALL BE NEW AND FREE FROM ANY AND

ALL DEFECTS UNLESS SPECIFIED OTHERWISE.

11. DUCT BANK SHALL MAINTAIN A MINIMUM COVER DEPTH OF 2'-0" BELOW

GRADE.

12. DUCT BANK SHALL MAINTAIN MINIMUM HORIZONTAL CLEARANCE OF 1'-0" AND

A MINIMUM VERTICAL CLEARANCE OF 1'-0" OVER OR UNDER EXISTING

UTILITIES, UNLESS OTHERWISE SHOWN ON DRAWINGS.

13. TERMINATE AND CAP SPARE CONDUIT IN SECTIONALIZING CABINET.

2020 10 0 40FTSCALE: 1"=20'

A1

PROFILE VIEW - AREA UTILITY

2 1 0 2 4FT

HORIZONTAL SCALE 1"= 20' VERTICAL SCALE 1"= 2'

XE

A1

TR

U

E N

XE102

D1

INTERCEPT EXISTING MV

CABLE TO FIRE STATION

AND TERMINATE IN NEW

SECTIONALIZER

LEGEND

- PROPOSED SECTIONALIZER

- PROPOSED UNDERGROUND CABLE ROUTING

- PROPOSED DUCTBANK

AREA UTILITY

S1

05 5 10FTSCALE: 1"=5'

E7

ENLARGED PLAN VIEW AT

SECTIONALIZER

TO FIRE

STATION

TO AREA

UTILITY

TO AREA

UTILITY

SEE NOTE 13

SECTIONALIZER S1

A1

XE301

A1

XE301

A1

XE501

E1

XE202

FRONT

Clay J. Stocklin

Digitally signed by Clay J.

Stocklin

DN: C=US,

E=clay.stocklin@powereng.com, O="POWER Engineers, Inc.", OU=Distribution Services Dept I, CN=Clay J. Stocklin Location: Hailey, ID Reason: I agree to the terms defined by the placement of my signature on this document Contact Info:

Date: 2020.09.02 12:46:34-06'00'

NORTH

PLAN

SO

LI

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IT

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D

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SU

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2 3 4 5 6 7 8 9 10

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D

C

B

A SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

XE102

PL

AN

A N

D P

R O

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TI

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(1

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N

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BM

IT

TA

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P

RTA (100%) DESIGN SUBMITTAL

M

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K

IS

LA

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AR

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(U

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2020 10 0 40FTSCALE: 1"=20'

D2

PLAN VIEW - AREA UTILITY

2020 10 0 40FTSCALE: 1"=20'

A1

PROFILE VIEW - AREA UTILITY

HORIZONTAL SCALE 1"= 20'

TR

U

E N

XE

A1

XE101

D1

GENERAL NOTES: THIS SHEET ONLY

1. THE UTILITIES AND NATURAL FEATURES SHOWN HEREON ARE BASED ON

FIELD SURVEYS, AERIAL PHOTOGRAPHY AND RECORD DOCUMENTS. OTHER

FACILITIES MAY EXIST NOT DISCOVERED THROUGH THE RECORD CHECK.

THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, BOTH HORIZONTAL

AND VERTICAL, OF ALL UTILITIES.

2. CONTROL POINTS AND TOPOGRAPHY ARE TAKEN FROM SURVEY

INFORMATION RECEIVED FROM CONTROLPOINT SURVEYING, INC. 615 PIIKOI

STREET, SUITE 700 HONOLULU, HAWAII 96814, DATED ON DECEMBER 03, 2019

WITH FILE NAME : 16091-01 AEC_FINAL.DWG

3. FOR PLANT COORDINATES REFER TO :

VERTICAL DATUM

"FELIPE" BRASS DISK

N 3269789.30 E 2624088.52

EL 43.38 MSL (US FT)

HORIZONTAL DATUM

UTM 58 NORTH

4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO THE

ORIGINAL CONDITION OR BETTER AS DETERMINED BY GOVERNMENT.

5. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CONTRACT SPECIFICATIONS OR APPROPRIATE

INDUSTRY STANDARDS WHERE INDICATED.

6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS

ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER FOR CLARIFICATION PRIOR TO THE FABRICATION

AND /OR ORDERING OF MATERIAL.

7. RESTORATION OF ROADS AND ALL OTHER IMPROVEMENTS, UNAVOIDABLY

DAMAGED SHALL BE REPAIRED AND COST BORNE BY THE CONTRACTOR.

8. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ADEQUATE, SAFE,

NON-SKID BRIDGING MATERIAL OVER THE TRENCH, INCLUDING SHORING,

WHEN TRENCHING IN ROAD AREAS TO HANDLE ALL TYPES OF VEHICULAR

TRAFFIC.

9. WHEN EXCAVATION IS ADJACENT TO OR UNDER EXISTING STRUCTURES OR

FACILITIES, THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SHEETING

AND BRACING THE EXCAVATION AND STABILIZING THE EXISTING GROUND TO

RENDER IT SAFE AND SECURE FROM POSSIBLE SLIDES, CAVE-INS, AND

SETTLEMENTS, AND FOR PROPERLY SUPPORTING EXISTING STRUCTURES

AND FACILITIES WITH BEAMS, STRUTS OR UNDERPINNING TO FULLY

PROTECT IT FROM DAMAGE.

10. ALL MATERIALS FOR THIS PROJECT SHALL BE NEW AND FREE FROM ANY AND

ALL DEFECTS UNLESS SPECIFIED OTHERWISE.

11. DUCT BANK SHALL MAINTAIN A MINIMUM COVER DEPTH OF 2'-0" BELOW

GRADE.

12. DUCT BANK SHALL MAINTAIN MINIMUM HORIZONTAL CLEARANCE OF 1'-0" AND

A MINIMUM VERTICAL CLEARANCE OF 1'-0" OVER OR UNDER EXISTING

UTILITIES, UNLESS OTHERWISE SHOWN ON DRAWINGS.

13. INSTALL A MINIMUM OF FIVE BOLLARDS, CONTRACTOR TO VERIFY ADEQUATE

PROTECTION FOR ABOVE GROUND EQUIPMENT.

14. TERMINATE AND CAP SPARE CONDUIT IN TECH 1 SECTIONALIZING CABINET.

15. TERMINATE AND CAP SPARE CONDUIT IN TECH 1 SWITCHGEAR CUBICLE.

16. DO NOT INSTALL 4" COMMUNICATION CONDUIT IN DUCTBANK.

2 1 0 2 4FT

VERTICAL SCALE 1"= 2'

LEGEND

- PROPOSED SECTIONALIZER

- PROPOSED UNDERGROUND CABLE ROUTING

- PROPOSED DUCTBANK

SEE DRAWING

E-102 FOR BUILDING

AND CONDUIT

TERMINATION LOCATION

INFORMATION

SECTIONALIZER S3

SECTIONALIZER S2

SECTIONALIZER S4

05 5 10FTSCALE: 1"=5'

A8

ENLARGED PLAN VIEW AT

SECTIONALIZER

TECH 1

S3

TECH 2

S2

MICB 1 & 2

TECH 1

AREA UTILITY

PV 1 & 2

TECH 2

D1

XE103

A8

XE102

A1

XE301

010 5 10 20FTSCALE: 1"=10'

D1

ENLARGED PLAN VIEW AT

POWER DISTRIBUTION CENTER

TR

U

E N

SEE NOTE 13

COMM LINE

HAND

HOLE

A1

XE303

A1

XE501

A1

XE501

A9

XE301

SEE NOTE 16

START OF PDC

JOINT DUCTBANK

E1

XE303

FRONT

FUTURE PDC

ELECTRIC UTILITY

SEE E-101

A7

XE303

E7

XE303

Clay J. Stocklin

Digitally signed by Clay J.

Stocklin

DN: C=US,

E=clay.stocklin@powereng.com, O="POWER Engineers, Inc.", OU=Distribution Services Dept I, CN=Clay J. Stocklin Location: Hailey, ID Reason: I agree to the terms defined by the placement of my signature on this document Contact Info:

Date: 2020.09.02 12:46:52-06'00'

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2020 10 0 40FTSCALE: 1"=20'

A3

PROFILE VIEW - MICB 1 AND 2, TECH 1 AND 2

HORIZONTAL SCALE 1"= 20'

SCALE: 1"=20'

A1

PROFILE VIEW - MICB 1 AND 2

SCALE: 1"=20'

F1

PLAN VIEW - MICB 1 AND 2

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D1 GENERAL NOTES: THIS SHEET ONLY

1. THE UTILITIES AND NATURAL FEATURES SHOWN HEREON ARE BASED ON

FIELD SURVEYS, AERIAL PHOTOGRAPHY AND RECORD DOCUMENTS. OTHER

FACILITIES MAY EXIST NOT DISCOVERED THROUGH THE RECORD CHECK.

THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, BOTH HORIZONTAL

AND VERTICAL, OF ALL UTILITIES.

2. CONTROL POINTS AND TOPOGRAPHY ARE TAKEN FROM SURVEY

INFORMATION RECEIVED FROM CONTROLPOINT SURVEYING, INC. 615 PIIKOI

STREET, SUITE 700 HONOLULU, HAWAII 96814, DATED ON DECEMBER 03, 2019

WITH FILE NAME : 16091-01 AEC_FINAL.DWG

3. FOR PLANT COORDINATES REFER TO :

VERTICAL DATUM

"FELIPE" BRASS DISK

N 3269789.30 E 2624088.52

EL 43.38 MSL (US FT)

HORIZONTAL DATUM

UTM 58 NORTH

4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO THE

ORIGINAL CONDITION OR BETTER AS DETERMINED BY GOVERNMENT.

5. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CONTRACT SPECIFICATIONS OR APPROPRIATE

INDUSTRY STANDARDS WHERE INDICATED.

6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS

ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER FOR CLARIFICATION PRIOR TO THE FABRICATION

AND /OR ORDERING OF MATERIAL.

7. RESTORATION OF ROADS AND ALL OTHER IMPROVEMENTS, UNAVOIDABLY

DAMAGED SHALL BE REPAIRED AND COST BORNE BY THE CONTRACTOR.

8. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ADEQUATE, SAFE,

NON-SKID BRIDGING MATERIAL OVER THE TRENCH, INCLUDING SHORING,

WHEN TRENCHING IN ROAD AREAS TO HANDLE ALL TYPES OF VEHICULAR

TRAFFIC.

9. WHEN EXCAVATION IS ADJACENT TO OR UNDER EXISTING STRUCTURES OR

FACILITIES, THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SHEETING

AND BRACING THE EXCAVATION AND STABILIZING THE EXISTING GROUND TO

RENDER IT SAFE AND SECURE FROM POSSIBLE SLIDES, CAVE-INS, AND

SETTLEMENTS, AND FOR PROPERLY SUPPORTING EXISTING STRUCTURES

AND FACILITIES WITH BEAMS, STRUTS OR UNDERPINNING TO FULLY

PROTECT IT FROM DAMAGE.

10. ALL MATERIALS FOR THIS PROJECT SHALL BE NEW AND FREE FROM ANY AND

ALL DEFECTS UNLESS SPECIFIED OTHERWISE.

11. DUCT BANK SHALL MAINTAIN A MINIMUM COVER DEPTH OF 2'-0" BELOW

GRADE.

12. DUCT BANK SHALL MAINTAIN MINIMUM HORIZONTAL CLEARANCE OF 1'-0" AND

A MINIMUM VERTICAL CLEARANCE OF 1'-0" OVER OR UNDER EXISTING

UTILITIES, UNLESS OTHERWISE SHOWN ON DRAWINGS.

13. ENTER JC MANHOLE ON SOUTHWEST FACE, NORTH OF EXISTING CONDUITS.

REMOVE FILLED CONCRETE KNOCKOUT AND TERMINATE TRENCH SECTION

A9. SEE DETAIL A1 ON XE502.

14. DO NOT INSTALL 4" COMMUNICATION CONDUIT IN DUCTBANK.

15. CONTRACTOR TO FIELD DETERMINE DUCTBANK ENTRY INTO MANHOLE. SEE

DETAIL A6 ON XE302.

2 1 0 2 4FT

VERTICAL SCALE 1"= 2'

2020 10 0 40FT

TECH 1 AND 2

INSTALLED IN

EXISTING DUCTBANK

START AT JC MH #2

(SEE NOTE 13)

LEGEND

- PROPOSED SECTIONALIZER

- PROPOSED UNDERGROUND CABLE ROUTING

- PROPOSED DUCTBANK

SEE NOTE 15

SEE NOTE 14

SEE DRAWING

E-102 FOR BUILDING

AND CONDUIT

TERMINATION LOCATION

INFORMATION

05 5 10FTSCALE: 1"=5'

A8

ENLARGED PLAN VIEW AT

SECTIONALIZER

PV 1 & 2

S4

PV 1 & 2

MICB 1 & 2

AND TECH 1 & 2

PV 1 & 2 COMING OUT OF

MANHOLE

F1

XE103

A9

XE301

A9

XE301

D1

XE301

D1

XE102

A1

XE502

A1

XE501

A8

XE103

JC MH #2

SEE NOTE 15

2020 10 0 40FT

HORIZONTAL SCALE 1"= 20'

2 1 0 2 4FT

VERTICAL SCALE 1"= 2'

START OF PDC

JOINT DUCTBANK

FRONT

Clay J. Stocklin

Digitally signed by Clay J. Stocklin

DN: C=US,

E=clay.stocklin@powereng.com, O="POWER Engineers, Inc.", OU=Distribution Services Dept I, CN=Clay J. Stocklin Location: Hailey, ID Reason: I agree to the terms defined by the placement of my signature on this document Contact Info:

Date: 2020.09.02 12:47:45-06'00'

2020 10 0 40FTSCALE: 1"=20'

D1

PLAN VIEW - TECH 1 AND 2

NORTH

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GENERAL NOTES: THIS SHEET ONLY

1. THE UTILITIES AND NATURAL FEATURES SHOWN HEREON ARE BASED ON

FIELD SURVEYS, AERIAL PHOTOGRAPHY AND RECORD DOCUMENTS. OTHER

FACILITIES MAY EXIST NOT DISCOVERED THROUGH THE RECORD CHECK.

THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, BOTH HORIZONTAL

AND VERTICAL, OF ALL UTILITIES.

2. CONTROL POINTS AND TOPOGRAPHY ARE TAKEN FROM SURVEY

INFORMATION RECEIVED FROM CONTROLPOINT SURVEYING, INC. 615 PIIKOI

STREET, SUITE 700 HONOLULU, HAWAII 96814, DATED ON DECEMBER 03, 2019

WITH FILE NAME : 16091-01 AEC_FINAL.DWG

3. FOR PLANT COORDINATES REFER TO :

VERTICAL DATUM

"FELIPE" BRASS DISK

N 3269789.30 E 2624088.52

EL 43.38 MSL (US FT)

HORIZONTAL DATUM

UTM 58 NORTH

4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO THE

ORIGINAL CONDITION OR BETTER AS DETERMINED BY GOVERNMENT.

5. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CONTRACT SPECIFICATIONS OR APPROPRIATE

INDUSTRY STANDARDS WHERE INDICATED.

6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS

ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER FOR CLARIFICATION PRIOR TO THE FABRICATION

AND /OR ORDERING OF MATERIAL.

7. RESTORATION OF ROADS AND ALL OTHER IMPROVEMENTS, UNAVOIDABLY

DAMAGED SHALL BE REPAIRED AND COST BORNE BY THE CONTRACTOR.

8. ALL MATERIALS FOR THIS PROJECT SHALL BE NEW AND FREE FROM ANY AND

ALL DEFECTS UNLESS SPECIFIED OTHERWISE.

XE

D

XE

D

TECH 1 AND 2

INSTALLED IN

EXISTING DUCTBANK

VIEW ROTATED 84 DEGREES

LEGEND

- PROPOSED SECTIONALIZER

- PROPOSED UNDERGROUND CABLE ROUTING

- PROPOSED DUCTBANK

JC MH #3

A5

XE502

Clay J. Stocklin

Digitally signed by Clay J. Stocklin

DN: C=US,

E=clay.stocklin@powereng.com, O="POWER Engineers, Inc.", OU=Distribution Services Dept I, CN=Clay J. Stocklin Location: Hailey, ID Reason: I agree to the terms defined by the placement of my signature on this document Contact Info:

Date: 2020.09.02…