Am_0002_ELB1_Fuel_System_Maint_Dock_100_Per_Des_Vol_I_Part1.pdf

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US Army Corps of Engineers ®

ELLSWORTH AIR FORCE BASE, SD

SOLICITATION NUMBER: W9128F24R0019

OMAHA DISTRICT

B-21: FUEL SYSTEM MAINTENANCE DOCK

PN: FXBM241479

ADVERTISEMENT - 100% DESIGN

CONTRACT NUMBER:

ISSUE DATE: 27 NOV 2023

VOLUME 1

(FY24)

THIS PROJECT WAS REVIEWED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.

CHIEF, GEOTECHNICAL

ENGINEERING & SCIENCES BRANCH

DATE

CHIEF, DAM SAFETY PROD.

CENTER

DATE

CHIEF, DESIGN BRANCH DATE

CHIEF, HYROLOGIC

ENGINEERING BRANCH

DATE

DATECHIEF, ENGINEERING

DIVISION, P.E.

SUBMITTED BY:

CHIEF: ARCH. / INTER.

RA

SECTION

SUBMITTED BY:

CHIEF: CIVIL / ENVIR.

PE

SECTION

SUBMITTED BY:

CHIEF: ELEC.

PE

SECTION

SUBMITTED BY:

CHIEF: MECH.

PE

SECTION

SUBMITTED BY:

CHIEF: STRUCT.

PE

SECTION

SUBMITTED BY:

CHIEF: FUELS

RA

SECTION

SUBMITTED BY:

CHIEF: GEOT./DAM SAFETY

PE

SECTION

SUBMITTED BY:

CADD

PROJECT COORD.

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(VOL 1) GEN, CIV, STR

NUMBER TITLE

SF103 LOW ROOF FRAMING PLAN - SECTOR C

SF104 LOW ROOF FRAMING PLAN - SECTOR D

SF110 COMPOSITE BOTTOM CHORD FRAMING PLAN

SF111 BOTTOM CHORD FRAMING PLAN - SECTOR A

SF112 BOTTOM CHORD FRAMING PLAN - SECTOR B

SF113 BOTTOM CHORD FRAMING PLAN - SECTOR C

SF114 BOTTOM CHORD FRAMING PLAN - SECTOR D

SF120 COMPOSITE TOP CHORD FRAMING PLAN

SF121 TOP CHORD FRAMING PLAN - SECTOR A

SF122 TOP CHORD FRAMING PLAN - SECTOR B

SF123 TOP CHORD FRAMING PLAN - SECTOR C

SF124 TOP CHORD FRAMING PLAN - SECTOR D

SF130 COMPOSITE FALL ARREST AND MECHANICAL SUPPORT FRAMING PLAN

SF201 FRAMING ELEVATION - SOUTH

SF202 GIRT AND CMU WALL ELEVATION - SOUTH

SF203 FRAMING ELEVATION - WEST

SF204 GIRT AND CMU WALL ELEVATION - WEST

SF205 FRAMING ELEVATION - NORTH

SF206 GIRT AND CMU WALL ELEVATION - NORTH

SF207 FRAMING ELEVATION - NORTH

SF208 GIRT AND CMU WALL ELEVATION - NORTH

SF209 FRAMING ELEVATION - EAST

SF210 GIRT AND CMU WALL ELEVATION - EAST

SF211 FRAMING ELEVATIONS

SF212 FRAMING ELEVATIONS

SF213 FRAMING ELEVATIONS

SF214 CMU WALL ELEVATIONS

SF215 CMU WALL ELEVATIONS

SF216 CATWALK FRAMING ELEVATIONS

SF217 FRAMING ELEVATIONS

SF218 FRAMING ELEVATIONS

SF401 ENLARGED PLANS

SF402 ENLARGED PLANS

SF403 ENLARGED PLANS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

SF503 FRAMING DETAILS

SF504 FRAMING DETAILS

SF505 FRAMING DETAILS

SF506 FRAMING DETAILS

SF507 FRAMING DETAILS - BRACE TO GUSSET PLATE CONNECTION

SF508 FRAMING DETAILS - HORIZ BRACING AT TRUSS BOTTOM CHORD

SF509 FRAMING DETAILS - HORIZ BRACING AT TRUSS BOTTOM CHORD

SF510 FRAMING DETAILS - HORIZ BRACING AT TRUSS BOTTOM CHORD

SF511 FRAMING DETAILS - HORIZ BRACING AT TRUSS BOTTOM CHORD

SF512 FRAMING DETAILS - HORIZ BRACING AT TRUSS BOTTOM CHORD

SF513 FRAMING DETAILS - HORIZ BRACING AT TRUSS BOTTOM CHORD

SF514 FRAMING DETAILS - NORTH TO SOUTH TRUSS CONNECTIONS

SF515 FRAMING DETAILS - NORTH TO SOUTH TRUSS CONNECTIONS

SF516 FRAMING DETAILS - BOX TRUSS CONNECTIONS AND SCHEDULE

SF517 FRAMING DETAILS - BOX TRUSS CONNECTIONS AND SCHEDULE

SF518 FRAMING DETAILS - STRUT AND VERTICAL BRACE CONNECTIONS

SF519 FRAMING DETAILS - STRUT AND VERTICAL BRACE CONNECTIONS

SF520 FRAMING DETAILS - VERTICAL BRACE CONNECTIONS

SF521 FRAMING DETAILS - VERTICAL BRACE CONNECTIONS

SF522 FRAMING DETAILS - VERTICAL BRACE CONNECTIONS AND SCHEDULE

SF523 FRAMING DETAILS - VERTICAL BRACE CONNECTIONS

SF524 FRAMING DETAILS - MECHANICAL PLATFORM CONNECTIONS

SF601 WIND PRESSURES

SF602 SNOW DIAGRAM

SF603 JOIST LOAD DIAGRAMS

SF604 JOIST LOAD DIAGRAMS

SF605 JOIST LOAD DIAGRAMS

SF606 JOIST LOAD DIAGRAMS

SF901 ISOMETRIC VIEWS

SF902 ISOMETRIC VIEWS

(VOL 1) GEN, CIV, STR

NUMBER TITLE

CG125 EROSION AND SEDIMENT CONTROL PLAN

CG126 EROSION AND SEDIMENT CONTROL PLAN

CG127 EROSION AND SEDIMENT CONTROL PLAN

CG201 STORM SEWER PROFILES

CG202 STORM SEWER PROFILES

CG501 GRADING DETAILS

CG502 GRADING DETAILS

CG503 EROSION AND SEDIMENT CONTROL DETAILS

CG504 EROSION AND SEDIMENT CONTROL DETAILS

CG505 EROSION AND SEDIMENT CONTROL DETAILS

CU100 OVERALL UTILITY PLAN

CU101 UTILITY PLAN

CU102 UTILITY PLAN

CU103 UTILITY PLAN

CU104 UTILITY PLAN

CU105 UTILITY PLAN

CU106 UTILITY PLAN

CU107 UTILITY PLAN

CU120 OVERALL CATHODIC PROTECTION PLAN

CU121 CATHODIC PROTECTION PLAN

CU122 CATHODIC PROTECTION PLAN

CU123 CATHODIC PROTECTION PLAN

CU124 CATHODIC PROTECTION PLAN

CU125 CATHODIC PROTECTION PLAN

CU126 CATHODIC PROTECTION PLAN

CU127 CATHODIC PROTECTION PLAN

CU150 FIRE PROTECTION CODE COMPLIANCE PLAN

CU201 SANITARY SEWER PROFILES

CU202 WATER AND FIRE WATER PROFILES

CU203 FIRE WATER PROFILES

CU204 FIRE WATER PROFILES

CU205 FIRE WATER PROFILES

CU501 UTILITY DETAILS

CU502 UTILITY DETAILS

CU503 UTILITY DETAILS

CU504 UTILITY DETAILS

CU505 UTILITY DETAILS

CU506 UTILITY DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 TYPICAL DETAILS - FOUNDATION

S-004 TYPICAL DETAILS - SLAB

S-005 TYPICAL DETAILS - BASE PLATES AND ANCHOR RODS

S-006 TYPICAL DETAILS - BASE PLATES AND ANCHOR RODS

S-007 TYPICAL DETAILS - CONCRETE PEDESTALS

S-008 TYPICAL DETAILS - MASONRY

S-009 TYPICAL DETAILS - MASONRY

S-010 TYPICAL DETAILS - MASONRY

S-011 TYPICAL DETAILS - FRAMING

S-012 TYPICAL DETAILS - FRAMING AND SIMPLE SHEAR CONNECTIONS

S-013 TYPICAL DETAILS - DRAG STRUT / COLLECTOR CONNECTIONS

S-014 TYPICAL DETAILS - GIRT FRAMING

S-015 TYPICAL DETAILS - GIRT FRAMING

S-016 TYPICAL DETAILS - HANGAR DOOR RAILS

S-017 TYPICAL DETAILS - TRENCH

SB100 COMPOSITE FOUNDATION PLAN

SB101 FOUNDATION PLAN - SECTOR A

SB102 FOUNDATION PLAN - SECTOR B

SB103 FOUNDATION PLAN - SECTOR C

SB104 FOUNDATION PLAN - SECTOR D

SB110 COMPOSITE SLAB AND WALL PLAN

SB111 SLAB AND WALL PLAN - SECTOR A

SB112 SLAB AND WALL PLAN - SECTOR B

SB113 SLAB AND WALL PLAN - SECTOR C

SB114 SLAB AND WALL PLAN - SECTOR D

SB401 ENLARGED PLANS

SB402 ENLARGED PLANS

SB403 ENLARGED PLANS

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SB504 FOUNDATION DETAILS

SB505 FOUNDATION DETAILS

SB506 FOUNDATION DETAILS

SF100 COMPOSITE LOW ROOF FRAMING PLAN

SF102 LOW ROOF FRAMING PLAN - SECTOR B

(VOL 1) GEN, CIV, STR

NUMBER TITLE

GENERAL

G-001-V1 COVER SHEET - VOLUME 1

G-002-V1 SHEET INDEX (V1) GENERAL, CIVIL, STRUCTURAL

G-101 GENERAL CONTRACT DOCUMENT NOTES, BUILDING CODE SUMMARY,

PLUMBING FIXTURE COUNTS

G-102 LIFE SAFETY & OCCUPANCY FLOOR PLAN

G-103 SECURITY RELATED EXTERIOR PERIMETER WALL & INTERIOR PARTITION

SLEEVE DETAILS FOR SOUND ATTENUATION

CIVIL

C-001 CIVIL LEGEND AND ABBREVIATIONS

C-002 CIVIL GENERAL NOTES

GC101 GENERAL CONSTRUCTION NOTES

GC102 GENERAL CONSTRUCTION NOTES

GC103 GENERAL CONSTRUCTION NOTES

GC104 LOCATION AND VICINITY MAPS

GC105 CONSTRUCTION HAUL ROUTE

GC106 OVERALL CONSTRUCTION STAGING, LAYDOWN, AND ACCESS - PHASE 1

GC107 OVERALL CONSTRUCTION STAGING, LAYDOWN, AND ACCESS - PHASE 2

GC108 OVERALL CONSTRUCTION STAGING, LAYDOWN, AND ACCESS - PHASE 3

GC109 CONSTRUCTION STAGING, LAYDOWN, AND PARKING - ALL PHASES

GC501 GENERAL DETAILS

GC502 GENERAL DETAILS

B-101 BORING MAPS & LOGS

B-102 BORING LOGS

B-103 BORING LOGS

B-104 ENVIROMENTAL SOILS MAP

B-105 ENVIROMENTAL SOILS MAP

VF101 OVERALL SITE AND SHEET INDEX

VF102 TOPOGRAPHIC MAP

VF103 TOPOGRAPHIC MAP

VF104 TOPOGRAPHIC MAP

VF105 TOPOGRAPHIC MAP

VF106 TOPOGRAPHIC MAP

VF107 TOPOGRAPHIC MAP

VF108 TOPOGRAPHIC MAP

V-100 OVERALL EXISTING CONDITIONS PLAN

V-101 EXISTING CONDITIONS PLAN

V-102 EXISTING CONDITIONS PLAN

V-103 EXISTING CONDITIONS PLAN

V-104 EXISTING CONDITIONS PLAN

V-105 EXISTING CONDITIONS PLAN

V-106 EXISTING CONDITIONS PLAN

V-107 EXISTING CONDITIONS PLAN

CD100 OVERALL DEMOLITION PLAN

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CS100 OVERALL SITE PLAN

CS101 SITE PLAN

CS102 SITE PLAN

CS103 OVERALL SITE STAKING PLAN

CS104 SITE STAKING PLAN

CS105 SITE STAKING PLAN

CS106 SITE STAKING PLAN

CS107 SITE STAKING PLAN

CS108 SITE STAKING PLAN

CS109 SITE STAKING PLAN

CS110 SITE STAKING PLAN

CS111 SITE STAKING POINT TABLE

CS150 ATFP PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS

CS503 SITE DETAILS

CP100 OVERALL PAVEMENT JOINT PLAN

CP101 PAVEMENT JOINT PLAN

CP102 PAVEMENT JOINT PLAN

CP110 PAVEMENT JOINT ELEVATION PLAN

CP111 PAVEMENT JOINT ELEVATION PLAN

CP501 PAVEMENT DETAILS

CP502 PAVEMENT DETAILS

CG100 OVERALL GRADING PLAN

CG101 GRADING PLAN

CG102 GRADING PLAN

CG120 OVERALL EROSION AND SEDIMENT CONTROL PLAN

CG121 EROSION AND SEDIMENT CONTROL PLAN

CG122 EROSION AND SEDIMENT CONTROL PLAN

CG123 EROSION AND SEDIMENT CONTROL PLAN

CG124 EROSION AND SEDIMENT CONTROL PLAN JAMES

CHRISTOPHER

LUCKOWSKI

#a3267

11-27-2023

MEANS OF EGRESS REQUIREMENTS - 2018 NFPA 101

STORAGE USE (AIRCRAFT &

MEP / STO SPACES)

OCCUPANT LOAD

FACTOR

BUSINESS USE 150 GROSS

(TABLE 7.3.1.2)

500 GROSS

(TABLE 7.3.1.2)

COMMON PATH

OF TRAVEL

100' (38.2.5.3.1)

100' (42.2.5)

MAXIMUM TRAVEL

DISTANCE TO EXITS

EXTERIOR INTERVAL

150' (40.6.2.2)

300' (38.2.6.3)

MINIMUM EXIT ACCESS

CORRIDOR WIDTH

44" (38.2.3.2)

36" (7.3.4.1)

50' (40.6.4)

50' (38.2.5.2.1)

MAXIMUM DEAD END

CORRIDOR LENGTH

MINIMUM NUMBER

OF EXITS

(40.6.2.1)

PER OCCUPANT

LOAD

BUILDING CODE SUMMARY

OCCUPANCY CLASSIFICATION

(IBC 2018)

ITEM

BUSINESS GROUP B (IBC 304.1) OFFICE AREAS, CONFINED SPACE TRAINING, ETC.

STORAGE GROUP S-1 (IBC 311.2) AIRCRAFT HGR (STO & REPAIR)

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOMS

OCCUPANCY CLASSIFICATION

(NFPA 101, 2018)

BUSINESS USE (CHAPTER 38) OFFICE AREAS, CONFINED SPACE TRAINING, ETC.

STORAGE USE - HANGAR (CHAPTER 40) AIRCRAFT STORAGE

ALLOWABLE BUILDING HEIGHT UNLIMITED HEIGHT (UFC 4-211-01: 3-3.1.7)

ARCHITECTURAL BARRIERS ACT (ABA) FULLY COMPLIANT (UNITED STATES ACCESS BOARD)

FIRE PROTECTION SYSTEMS:

AIRCRAFT SERVICING AREA PREACTION SPRINKLER SYSTEM (UFC 4-211-01)

ADMINISTRATION AND SHOPS WET PIPE SPRINKLER SYSTEM (UFC 3-600-01 FIRE PROTECTION)

FIRE RESISTANCE REQUIREMENTS:

BOILER ROOMS, FURNACE ROOMS, AND

GENERAL STORAGE ROOMS OVER 100 SF

1 HOUR OR AUTOMATIC FIRE EXTINGUISHING SYSTEM (TABLE 509)

NON-LOADBEARING EXTERIOR WALLS 0 HOUR (TABLE 602)

HANGAR COLUMNS 0 HOUR (UFC 4-211-01, 3-3.1.2)

FLOOR CONSTRUCTION 0 HOUR (TABLE 601)

ROOF CONSTRUCTION 0 HOUR (TABLE 601)

FIRE SEPARATION REQUIREMENTS:

BUILDING CODES AND STANDARDS

INTERNATIONAL MECHANICAL CODE 2018

INTERNATIONAL BUILDING CODE 2018

NATIONAL ELECTRICAL CODE 2023

NFPA 101 LIFE SAFETY CODE 2018

MINIMUM EGRESS WIDTH 0.2" PER OCCUPANT (NFPA 101, TABLE 7.3.3.1)

SEPARATION BETWEEN AIRCRAFT

SERVICING AREA & SUPPORT SPACES

1 HOUR (UFC 04-211-01, 3-3.1.2)

SEPARATIONS OF LOW BAY OCCUPANCIES

(EAST OF GRID 9.2)

NOT REQUIRED - MIXED USE NONSEPARATED PER 508.3.2

NATIONAL FIRE CODES (NFPA) LATEST EDITIONS

ICC / ANSI A117.1 2003

UNIFORM FEDERAL ACCESSIBILITY STANDARD (UFAS)

UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR

FACILITIES - CHANGE 6, 6 MAY 2021

UFC 1-200-01, GENERAL BUILDING REQUIREMENTS -

01 SEPTEMBER 2022

UFC 4-010-01, MINIMUM ANTI-TERRORISM STANDARDS -

CHANGE 2, 30 JULY 2022

ACCESSIBILITY FOR FIREFIGHTING

ALL WEATHER ACCESS MUST BE PAVED TO WITHIN 10M

(33 FT) FROM THE BUILDING (UFC 4-211-01, 3-3.1.11)

FIRE DEPARTMENT ACCESS ROADS

MUST COMPLY WITH NFPA 1 (18.2.3.5.1) ACCESS ROADS

SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS

THAN 20 FT.

PORTABLE FIRE EXTINGUISHERS - 2018 NFPA 10

EXTINGUISHER SELECTION

MAX TRAVEL DISTANCE

CLASSIFICATION OF

HAZARD

EXTRA (HIGH) 5.4.1.3 HANGAR

BAY

ORDINARY (MODERATE) 5.4.1.2 -

STORAGE, SUPPORT SHOP

4A:60B:C

A: 75 FEET (TABLE 6.2.1.1.2)

LIGHT (LOW) 5.4.1.1

OFFICE AREAS

20A:120B:C

A: 75 FEET (TABLE 6.2.1.1.2)

4A:60B:C

A: 75 FEET (TABLE 6.2.1.1.2)

FIRE PROTECTION ROOM 1 HOUR (UFC 4-211-01, 3-6.7)

INTERNATIONAL PLUMBING CODE 2018

UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION

SYSTEMS, CHANGE 1, JANUARY 2010

TYPES OF CONSTRUCTION TYPE II-B (IBC 2018, TABLE 601: 0 HOUR FIRE RESISTANCE

RATING FOR BLDG ELEMENTS

ALLOWABLE BUILDING AREA STORAGE GROUP S-1 (IBC TABLE 506.2) IBC 2018

70,000 GROSS SQUARE FEET - (IBC TABLE 506.2 - WITH SPRINKLER SYSTEM)

ACTUAL BUILING AREA = 37,068 GSF (PASSES)

ARCHITECTURAL BARRIERS ACT (ABA) 2004

UFC 3-110-03, ROOFING - CHANGE 5, 12 JUNE 2020

UFC 4-211-01, AIRCRAFT MAINTENANCE HANGARS

- CHANGE 3, APRIL 20, 2021

DESCRIPTION

NFPA 409, STANDARD FOR AIRCRAFT HANGARS 2021

BUILDING DATA

AREA

CURRENT HANGAR / SUPPORT SPACES TOTAL = 36,720 GSF

DD1391 ALLOWABLE = (3,425 SM) 36,873 GSF

PLUMBING FIXTURES - IBC 2018

FIXTURE TYPE

CALCULATION BASED ON 80/20 MALE TO FEMALE RATIO

REQUIRED

BUSINESS USE = 51 OCCUPANTS (41 MALE / 10 FEMALE)

WC (MEN)

WC (WOMEN)

LAV (MEN)

LAV (WOMEN)

DRINK FOUNTAIN

SERVICE SINK 1 PER FLOOR

EDUCATIONAL USE - CONFINED SPACE TRAINING = 36 OCCUPANTS (29 MALE /7 FEMALE)

WC (MEN) 1 PER 50 0.58

WC (WOMEN)

LAV (MEN)

LAV (WOMEN)

DRINK FOUNTAIN

IBC TABLE 2902.1

LOAD FACTOR (LF) CALCULATION (OCC / LF)

1 PER 50

1 PER 50

1 PER 50

1 PER 100

(29/50)

36/100

1 PER 25 (FOR FIRST 50)

1 PER 50 (EXCEEDING 50)

1 PER 25 (FOR FIRST 50)

1 PER 50 (EXCEEDING 50)

1 PER 40 (FOR FIRST 80)

1 PER 80 (EXCEEDING 80)

1 PER 100

(41/50) (0/50)

0.9

(41/40) (0/80)

1.12

51/100 0.56 1.0

0.36

0.22

(10/50) (0/50)

0.14(7/50) 0.58(29/50) 0.14(7/50)

1 PER 40 (FOR FIRST 80)

1 PER 80 (EXCEEDING 80)

(10/40) (0/80)

0.27

TOTALS (ROUND UP)

WC (MEN) 0.9 + 0.58 + 0.50 = 1.98 2

WC (WOMEN) 1

LAV (MEN)

LAV (WOMEN)

DRINK FOUNTAIN

SERVICE SINK

WC (MEN) 1 PER 100 0.50

WC (WOMEN)

LAV (MEN)

LAV (WOMEN)

DRINK FOUNTAIN

1 PER 100

1 PER 100

1 PER 100

1 PER 1000

(50/100)

62/1000

REQUIRED

0.06

0.12(12/100) 0.50(50/100)

(12/100)

PROVIDED

0.22 + 0.14 + 0.12 = 0.48 2 81.12 + 0.58 + 0.50 = 2.20 1 40.27 + 0.14 + 0.12 = 0.53

0.56 + 0.36 + 0.06 = 0.98 1 2

URINALS (MEN) 8

STORAGE - (AIRCRAFT & MEP/STO SPACES) = 62 OCCUPANTS (50 MALE /12 FEMALE)

0.12

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5 ADVERTISEMENT - 100% DESIGN

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GENERAL CONTRACT DOCUMENT NOTES:

THESE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS) HAVE BEEN CREATED TO ILLUSTRATE THE PROJECT’S SCOPE AND TO DESCRIBE THE DESIGN INTENT. THESE CONTRACT DOCUMENTS ARE NOT INTENDED TO BE COMPLETE, SHOP DRAWING LEVEL DOCUMENTS, WHICH WILL BE PREPARED BY THE CONTRACTOR BASED UPON THE FINAL MATERIALS, PRODUCTS AND EQUIPMENT SELECTED BY THE

CONTRACTOR. THE CONTRACTOR IS REQUIRED TO PROVIDE THE EXPERTISE TO SUCCESSFULLY

COORDINATE AND EXECUTE THE WORK, INCLUDING AS FOLLOWS:

1. MEANS AND METHODS OF CONSTRUCTION ARE THE SOLE DOMAIN AND EXCLUSIVE

RESPONSIBILITY OF THE CONTRACTOR. MATERIALS, PRODUCTS AND EQUIPMENT ARE INDICATED

AS GENERICALLY AS PRACTICAL WHEN/WHERE SOLE-SOURCING SUCH ITEMS IS NOT PERMITTED

BY THE OWNER. CONTRACTOR COORDINATION IS REQUIRED BASED UPON THE FINAL MATERIALS, PRODUCTS AND EQUIPMENT SELECTED BY THE CONTRACTOR, EVEN WHEN THE BASIS OF DESIGN

MATERIAL, PRODUCT OR EQUIPMENT IS SELECTED FOR USE. CONTRACTOR SHALL FULLY

COORDINATE AND MODIFY, AS REQUIRED AND AT NO ADDITIONAL COST OR TIME TO THE OWNER

OR ARCHITECT/ENGINEER OF RECORD, ALL DIMENSIONS, CLEARANCES, ARRANGEMENTS,

ASSEMBLIES, PROGRAMMING/CONTROLS, ETC. WHICH MAY VARY BASED UPON THE FINAL

MATERIALS, PRODUCTS OR EQUIPMENT SELECTED BY THE CONTRACTOR.

2. BUILDING SYSTEMS, COMPONENTS AND FUNCTIONALITY INDICATED IN THESE CONTRACT

DOCUMENTS ARE INCLUDED WHERE SPECIFIC PROJECT REQUIREMENTS SHALL BE ADHERED TO IN THE CONSTRUCTION OF THIS PROJECT. NOT ALL COMPONENTS, WIRING, CONDUIT, MOUNTINGS, BRACING, PERIPHERAL ITEMS, PROGRAMMING, CONTROLS, ETC. ARE SHOWN OR INDICATED. IN

CASES WHERE NO SPECIFIC PROJECT REQUIREMENTS ARE INDICATED IN THE CONTRACT

DOCUMENTS OR WHERE VARIATIONS EXIST IN THE MATERIALS, PRODUCTS OR EQUIPMENT

SELECTED BY THE CONTRACTOR, THESE ARE DELEGATED DESIGNS AND THE CONTRACTOR IS

RESPONSIBLE FOR PROVIDING A COMPLETE AND USABLE BUILDING SYSTEM, COMPONENT AND/OR

FUNCTIONALITY.

JAMES

CHRISTOPHER

LUCKOWSKI

CLEAN AGENT TYPE FIRE

EXTINGUISHER ON WALL BRACKET

MOUNTED AT 48" AFF

EGRESS - COMMON PATH

LIFE SAFETY LEGEND

EGRESS - EXIT ACCESS

EXIT COMPONENT LOAD00

000 EXIT COMPONENT CAPACITY

MULTI-PURPOSE TYPE FIRE

EXTINGUISHER - WALL BRACKET

MOUNTED AT 48" AFF

MULTI-PURPOSE TYPE FIRE

EXTINGUISHER - SEMI-RECESSED

CABINET MOUNTED AT 48" AFF

120B MULTI-PURPOSE TYPE FIRE

EXTINGUISHER - WALL BRACKET

MOUNTED AT 48" AFF

G G

F F

E E

D D

C C

B B

A A

TRAVEL DISTANCE = 85'

42 OCC

1 OCC

5 OCC

2 OCC

1 OCC

24 OCC

5 OCC

2 OCC

1 OCC

3 OCC

3 OCC

1 OCC

1 OCC

2 OCC

O

C C

6a

1 OCC

1 OCC

1 OCC

1 OCC

36 OCC

2 OCC

116c

2 OCC

113b

2 OCC

2 OCC

115 2 OCC

2 OCC

2 OCC

2 OCC

1 OCC

2 OCC

1 OCC

1 OCC

1 OCC

1 OCC

1 OCC

1 OCC

1 OCC

2 OCC

2 OCC

106b

1 OCC

113a

1 OCC

116d

1 OCC

134a

O

C C

TRAVEL DISTANCE = 104'

TR

AV EL D

IS TAN

C

E = 76'

OCCUPANCY LEGEND

NFPA BUSINESS USE

NFPA BUSINESS USE -

TRAINING #126

NFPA BUSINESS USE - BREAK

ROOM #111

NFPA STORAGE USE - IN OTHER

THAN STORAGE AND

MERCANTILE OCCUPANCIES

NFPA 101 TABLE 7.3.3.1 EGRESS CAPACITY FACTOR

LEVEL COMPONENTS = 0.2" WIDTH PER OCCUPANT

(36" DR) 34" CLEAR DIVIDED BY 0.2" = 170 OCCUPANTS

(72" DR) 68" CLEAR DIVIDED BY 0.2" = 340 OCCUPANTS

1 OCC

124a

92'-8"

'-2

115'-11"

7' -0

TOTAL = 144'-10"

(< 150 FT)

TOTAL = 122'-11"

(< 150 FT)

'-0

9.2

9.2

PURGE AIR EQUIP

PLATFORM ABOVE

4 4

UNRATED PARTITION

UNRATED INSULATED PARTITION

1-HOUR RATED STC 50 PARTITION

1 HOUR RATED CONCRETE MASONRY UNIT

PARTITION TYPES LEGEND

A. REFER TO SHEET AE100 FOR GRAPHIC PARTITION

TYPES AND SPECIFIC NOTED MATERIALS.

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US Army Corps of Engineers

Omaha District

5 ADVERTISEMENT - 100% DESIGN

SO

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0 8' 16' 32'

1/16" = 1'-0"

C :\U sers\jluckow ski\O neD rive - FSB Architects +

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OCCUPANT LOAD

AREA LOAD FACTOR OCCUPANCY

OCC

LOAD

348 SF @ 1:15 B BUSINESS 24

1,770 SF @ 1:50 NSF B BUSINESS 36

5,233 SF @ 1:150 GSF B BUSINESS 48

26,979 SF @ 1:500 GSF S-1 STORAGE 62

34,329 SF 170

EGRESS PATHS

PATH TYPE LENGTH

COMMON PATH 84'-6"

EXIT ACCESS 104'-0"

EXIT ACCESS 76'-0"

SCALE: 1/16" = 1'-0"

LIFE SAFETY / OCCUPANCY PLANB1

OCCUPANCY AREA SCHEDULE

ROOM

AREA

OCC LOAD

FACTOR

OCC

LOAD NOTESNUMBER NAME

125 CHARGING 163 SF 1:500 1

127 CORR 65 SF 1:500 1

129 HANGAR BAY 20,797 SF 1:500 42

130 MECH 418 SF 1:500 1

131 FIRE PROT 439 SF 1:500 1

132 AHU 420 SF 1:500 1

134 ELEC 267 SF 1:500 1

134a ELEC 22 SF 1:500 1

135 MECH 429 SF 1:500 1

136 AIR COMP 290 SF 1:500 1

137 MECH 293 SF 1:500 1

138 DOOR POCKET 716 SF 1:500 2

S-1 STORAGE: 16 26,979 SF 62

TOTAL: 44 34,329 SF 170

OCCUPANCY AREA SCHEDULE

ROOM

AREA

OCC LOAD

FACTOR

OCC

LOAD NOTESNUMBER NAME

116d MEN (D) 134 SF 1:150 1

117 INITIAL ACCUM 162 SF 1:150 2

118 WOM (C) 201 SF 1:150 2

119 WOM SHWR (C) 159 SF 1:150 2

120 WOM SHWR (D) 159 SF 1:150 2

121 WOM (D) 216 SF 1:150 2

122 DIRTY CORR 673 SF 1:150 5

126 CONFINED

SPACE TRNG

1,770 SF 1:50 36

128 VEST 88 SF 1:150 1

133 CORR 80 SF 1:150 1

139 VEST 62 SF 1:150 1

B BUSINESS: 28 7,350 SF 108

S-1 STORAGE

109 COMM 164 SF 1:500 1

123 CTK 2,368 SF 1:500 5

124 HAZ-MAT 1 64 SF 1:500 1

124a HAZ-MAT 2 64 SF 1:500 1

OCCUPANCY AREA SCHEDULE

ROOM

AREA

OCC LOAD

FACTOR

OCC

LOAD NOTESNUMBER NAME

B BUSINESS

101 VEST 115 SF 1:150 1

102 DISPATCH 215 SF 1:150 2

103 LOCKERS 195 SF 1:150 2

104 AIRMEN/NCO 363 SF 1:150 3

105 SEC

CHIEF/NCOIC

369 SF 1:150 3

106a CORR 264 SF 1:150 2 106b CORR 252 SF 1:150 2

107 SECURE VEST 51 SF 1:150 1

108 SECURE

OFFICE

284 SF 1:150 2

110 NURSING 103 SF 1:150 1

111 BREAK 348 SF 1:15 24

112 JAN 27 SF 1:150 1

113a MEN (C) 132 SF 1:150 1 113b MEN (C) 199 SF 1:150 2

114 MEN SHWR (C) 252 SF 1:150 2

115 MEN SHWR (D) 279 SF 1:150 2

116c MEN (D) 197 SF 1:150 2

ROOM NAMES - OCCS

ROOM NUMBER ROOM NAME

127 CORR

128 VEST

129 HANGAR BAY

130 MECH

131 FIRE PROT

132 AHU

133 CORR

134 ELEC

134a ELEC

135 MECH

136 AIR COMP

137 MECH

138 DOOR POCKET

139 VEST

ROOM NAMES - OCCS

ROOM NUMBER ROOM NAME

123 CTK

124 HAZ-MAT 1

124a HAZ-MAT 2

125 CHARGING

126 CONFINED SPACE TRNG

ROOM NAMES - OCCS

ROOM NUMBER ROOM NAME

118 WOM (C)

119 WOM SHWR (C)

120 WOM SHWR (D)

121 WOM (D)

122 DIRTY CORR

ROOM NAMES - OCCS

ROOM NUMBER ROOM NAME

114 MEN SHWR (C)

115 MEN SHWR (D)

116c MEN (D) 116d MEN (D)

117 INITIAL ACCUM

ROOM NAMES - OCCS

ROOM NUMBER ROOM NAME

110 NURSING

111 BREAK

112 JAN

113a MEN (C) 113b MEN (C)

ROOM NAMES - OCCS

ROOM NUMBER ROOM NAME

106a CORR 106b CORR

107 SECURE VEST

108 SECURE OFFICE

109 COMM

ROOM NAMES - OCCS

ROOM NUMBER ROOM NAME

101 VEST

102 DISPATCH

103 LOCKERS

104 AIRMEN/NCO

105 SEC CHIEF/NCOIC

STORAGE

JAMES

CHRISTOPHER

LUCKOWSKI

100'-0"

TOP OF WALL OR SLAB

4" CAVITY WALL INSULATION

(CMUV1) SPLIT FACE CMU

VENEER

WALL HYDRANTS, EXTERIOR

RECEPTACLES, NATURAL GAS

PIPING, ETC. - ALL TRADES SHALL

COORDINATE WITH MASONRY

CONTRACTOR

MIN

1/2"

M

IN

3/ 4"

M

IN

3/ 4"

CONDUIT (WITH

DIELECTRIC BREAKS)

OR PRESSURIZED PIPE

(BONDED / GROUNDED)

MIN SCHEDULE 40 PVC

SLEEVE (SIZE AS REQUIRED

TO MAINTAIN 3/4"

ROCKWOOL INSUL INFILL)

3/4" DEPTH CONT SEALANT ALL

AROUND INCLUDING SEALING BEAD

AROUND EXT PERIMETER TO

THOROUGHLY SEAL FOR WEATHER

PER INSULATION AND SEALANT

MANUFACTURERS SPECIFIC

INSTRUCTIONS

3/4" DEPTH CONT

SEALANT ALL

AROUND PAINTED

AS SCHEDULED

CONT ROCKWOOL INSUL

INFILL IN ANNULAR SPACE

EXTERIOR

FIELD CUT CMU & ADJUST ALL SLEEVE

POSITIONS AS REQUIRED - DO NOT CUT

MORE THAN ONE BLOCK AND DO NOT

SPAN ANY HEAD OR BED JOINT (FILL

PERIMETER FULLY WITH MORTAR TO

THOROUGHLY SEAL PENETRATION)

101'-4"

CMU BED JOINT

M

IN

3/ 4"

M

IN

3/ 4"

8" CMU

4" CAVITY WALL INSULATION

(CMUV2) SMOOTH FACE CMU

VENEER BAND

NOTE: PROVIDE 2 COURSE

HIGH X 1 BLOCK WIDE

STACKED BOND (CMUV2)

SMOOTH FACE CMU VENEER

AT EACH WALL HYDRANT AND

RECEPTACLE FOR SMOOTH

COVER MOUNTING SURFACE

(CSB1) CAST STONE BAND

109'-0"

CENTER OF J-BOX

W1 OR W1E LIGHT FIXTURE

LIGHT FIXTURE J-BOX

FIELD CUT CMU & ADJUST ALL SLEEVE

POSITIONS AS REQUIRED SLIGHTY - DO

NOT CUT MORE THAN ONE BLOCK AND

DO NOT SPAN ANY HEAD OR BED JOINT

(FILL PERIMETER FULLY WITH MORTAR

TO THOROUGHLY SEAL PENETRATION)

CMU WYTHE

EXTERIOR ELEVATION

CMU WYTHE

EXTERIOR ELEVATION

N O

M 4"

PVC SLEEVE

CONDUIT OR

PIPE

NTERIOR NOTES

BELOW ALSO APPLY

TO THIS DETAIL

(CMUV1) SPLIT FACE CMU

VENEER

108'-8"

PVC SLEEVE

CONDUIT OR

PIPE

INTERIOR

(FWP1) FABRICATED WALL

PANELS ABOVE 110'-0"

M

IN

3/ 4"

M

IN

3/ 4"

STEEL GIRT AND

SAG ROD

MFR INSTRUCTIONS

DISTANCE PER FLUE

8" NOM ROUND

COMBUSTION AIR OR

S/A - R/A DUCTWORK

5"

OUTER FACE OF FLUTED

FABRICATED WALL PANELS

RECESSED FLUTE FACE OF

FABRICATED WALL PANELS

MIN SCHEDULE 40 PVC SLEEVE

(SIZE AS REQUIRED TO MAINTAIN

3/4" ROCKWOOL INSUL INFILL

3/4" DEPTH CONT

SEALANT ALL AROUND

CONT ROCKWOOL INSUL

INFILL IN ANNULAR SPACE FLUE / DUCTWORK

(WITH DIELECTRIC

BREAKS)

14 GA GALV SHEET METAL TRIM

RING FASTENED TO FACE OF

PANELS & PAINTED TO MATCH

PANEL COLOR (SEALANT

AROUND PERIMETER)

3/4" DEPTH CONT

SEALANT ALL AROUND

MIN

1"

100'-0"

TOP OF WALL OR SLAB

4" CAVITY WALL INSULATION

(CMUV1) SPLIT FACE CMU

VENEER

SLEEVE DETAIL FOR

REFRIGERANT PIPING, CIRCUIT

BREAKERS & GENERATOR ATS

CONDUITS, ETC. AT HEIGHTS

REQUIRED - ALL TRADES SHALL

COORDINATE WITH MASONRY

CONTRACTOR

M

IN

3/ 4"

M

IN

3/ 4"

CONDUIT (WITH

DIELECTRIC BREAKS)

OR PRESSURIZED PIPE

(BONDED / GROUNDED)

MIN SCHEDULE 40 PVC

SLEEVE (SIZE AS

REQUIRED TO MAINTAIN

3/4" ROCKWOOL INSUL

INFILL)

3/4" DEPTH CONT SEALANT ALL

AROUND INCLUDING SEALING BEAD

AROUND EXT PERIMETER TO

THOROUGHLY SEAL FOR WEATHER

PER INSULATION AND SEALANT

MANUFACTURERS SPECIFIC

INSTRUCTIONS

3/4" DEPTH CONT

SEALANT ALL AROUND

PAINTED AS

SCHEDULED

CONT ROCKWOOL

INSUL INFILL IN

ANNULAR SPACE

8" CMU

(CMUV2) SMOOTH FACE CMU

VENEER BAND

(CSB1) CAST STONE BAND

108'-8"

EXTERIOR INTERIOR

CIRCUIT BREAKER OR GENERATOR

ATS BOX AT HEIGHT REQUIRED

NOTE: PROVIDE STACKED BOND

(CMUV2) SMOOTH FACE CMU

VENEER AT THE EXTENTS OF

EACH CIRCUIT BREAKER OR

GENERATOR ATS BOX FOR

SMOOTH MOUNTING SURFACE -

ALL TRADES SHALL COORDINATE

WITH MASONRY CONTRACTOR

CONDUIT OR PRESSURIZED PIPING -

ALL TRADES SHALL COORDINATE

WITH MASONRY CONTRACTOR

M

IN

3/ 4"

M

IN

3/ 4"

CONDUIT (WITH

DIELECTRIC BREAKS) OR

PRESSURIZED PIPE

(BONDED / GROUNDED)

MIN SCHEDULE 40 PVC

SLEEVE (SIZE AS REQUIRED

TO MAINTAIN 3/4"

ROCKWOOL INSUL INFILL)

3/4" DEPTH CONT SEALANT ALL

AROUND PER INSULATION AND

SEALANT MANUFACTURERS

SPECIFIC INSTRUCTIONS

3/4" DEPTH CONT

SEALANT ALL AROUND

PAINTED AS SCHEDULED

CONT ROCKWOOL INSUL

INFILL IN ANNULAR SPACE

NON-SECURE SIDE

TBD BASED ON LOCATION

CMU BED JOINT

8" OR 12" CMU

SECURE SIDE

AM

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US Army Corps of Engineers

Omaha District

5 ADVERTISEMENT - 100% DESIGN

SO

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N N

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SCALE: NTS

EXT PERIMETER CAVITY WALL SLEEVE DETAILSA1

NOTE: ALL TRADES SHALL COORDINATE WITH MASONRY CONTRACTOR FOR ALL SLEEVES

PRIOR TO AND DURING CONSTRUCTION - NO EXCEPTIONS

SCALE: 3" = 1'-0"

INT RATED CMU PARTITION SLEEVE DETAILC3

JAMES

CHRISTOPHER

LUCKOWSKI

SO

LI

C

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AT

IO

N N

O

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N

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E:

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US Army Corps of Engineers

Omaha District

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

EL

LS

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A

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1 2 3 4 5 ADVERTISEMENT - 100% DESIGN

W

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AN

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AND

DIAMETER

ABANDONED

ASPHALT CONCRETE

APRON GROUNDING POINT

ENGINEER IN CHARGE

APPROVED

APPROXIMATELY

BUILDING

BENCHMARK

BOTTOM

BYPASS

CLEARED AMERICAN GUARDS

COMPOST AMENDED VEGETATED FILTER STRIP

CATCH BASIN

CENTERLINE

CUBIC FEET

CORRUGATED METAL PIPE

CATHODIC PROTECTION TEST STATION

CONCRETE

CONTRACTING OFFICER'S REPRESENTATIVE

CEMENT TREATED BASE

DROP INLET

DIAMETER

DUCTILE IRON PIPE

DESIGNER

DEFENSE LOGISTICS AGENCY

DIRECTORATE OF PUBLIC WORKS

DUPLICATE

EASTING

ENGINEERED DISPERSION

EXISTING GRADE

ELEVATION

EDGE OF PAVEMENT

EASEMENT

EXISTING

FINISHED FLOOR ELEVATION

FINISHED GRADE

FIRE HYDRANT

FEET

GRADED-CRUSHED AGGREGATE BASE COURSE

GEOGRAPHIC INFORMATION SYSTEM

GROUND SERVICE EQUIPMENT

HIGH DENSITY POLYETHYLENE PIPE

HORIZONTAL

HEIGHT

INSIDE BOTTOM OF WALL

INSIDE DIAMETER

INVERT ELEVATION

INCH

INCORPORATED

INVERT

IRON PIN FOUND

IRON PIN SET

JUNCTION BOX

CONTRACTING OFFICER

LINEAR FEET

B-21 LOW OBSERVABLE RESTORATION FACILITY

LIMITS OF DISTURBANCE

LIGHTNING PROTECTION

MAXIMUM

MITERED END SECTION

MINIMUM

MONUMENT

MONITORING WELL

NORTHING

NOW OR FORMERLY

NUMBER

NOT TO SCALE

OUTSIDE BOTTOM OF WALL

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

OFFSET

OIL/WATER SEPARATOR

PORTLAND CEMENT CONCRETE

POST INDICATOR VALVE

POINT OF BEGINNING

PROPOSED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POWER-TELEPHONE POLE

POLYVINYL CHLORIDE

QUALITY CONTROL

REINFORCED CONCRETE PIPE

RADIUS POINT

RIGHT OF WAY

STORM DRAIN

SQUARE FEET

SPECIFICATIONS

SQUARE

SANITARY SEWER

SANITARY SEWER MANHOLE

STATION

STANDARD

SOIL VAPOR EXTRACTION

TEMPORARY BENCHMARK

TYPICAL

VERTICAL

WATER METER

WATER VALVE

WELDED WIRE FABRIC

WITH

WATER TO CEMENT

YEAR

Ø

ABND

AC

AG

EIC

APPR

APPROX.

BLDG

BM

BOT

BP

CAGS

CAVFS

CB

CF

CMP

CPTS

CONC

COR

CTB

DI

DIA

DIP

DES

DLA

DPW

DUP

E

ED

EG

EL OR ELEV

EP

ESMT

EX

FFE

FG

FH

FT

GCAB

GIS

GSE

HDPE

HORZ

HT

IBW

ID

IE

IN

INC

INV

IPF

IPS

JB

KO

LF

LO

LOD

LP

MAX

MES

MIN

MON

MW

N N/F

NO

NTS

OBW

OC

OCEW

OD

OFST

OWS

PCC

PIV

POB

PROP

PSF

PSI

PTP

PVC

QC

RCP

RP

R/W

SD

SF

SPEC

SQ

SS

SSMH

STA

STD

SVE

TBM

TYP

VERT

WM

WV

WWF

W/ W/C

YR

ABBREVIATIONS

FENCE

MINOR CONTOUR

INDEX CONTOUR

STORM DRAIN

WATER VALVE

DESCRIPTIONPROPOSED ITEM

SPOT ELEVATION267.54

DROP INLET

LEGEND

NORTH ARROW

CONTROL POINT

LIMITS OF DISTURBANCE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUTCO

FIRE HYDRANT

HEADWALL

AC PAVING

300'

EXISTING ITEM

UNDER DRAIN CLEAN OUT

UNDER DRAIN MANHOLE

300'

WATER LINE

UNDERGROUND COMMUNICATION UTILITY LINE

UNDERGROUND ELECTRICAL CONDUIT

VTANG LEASE LINE

UNDERGROUND ELECTRICAL CONDUIT (ABANDONED)

CO

SOIL BORING/PAVEMENT CORE

NATURAL GAS LINE

SANITARY SEWER LINE

FAA RTR UNDERGROUND CABLEFAA FAA

UNDERGROUND FIBER OPTICS

ELECTRICAL MANHOLE

ELECTRICAL HAND HOLE OR VAULT

STORM SEWER MANHOLE

MW MONITORING WELL

CONCRETE PAVING

C

IV

IL

L

EG

EN

D A

N D

AB

BR

EV

IA

TI

O

N S

C-001

FIRE WATER LINE

STORM SEWER

INDUSTRIAL WASTE

SANITARY SEWER

LOD

UE

I INDUSTRIAL WASTE MANHOLE

AG APRON GROUNDING POINT

TELEPHONE MANHOLE

ELECTRICAL MANHOLE

SHEET NAMING CONVENTION

C-001

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

2 - PROFILES

3 - SECTIONS

4 - ENLARGED PLANS

6 - SCHEDULES AND DIAGRAMS

9 - 3D VIEWS (ISO, PERSPECTIVES,

PHOTOS)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

PROJECT CONTACTS:

CIVIL ENGINEER FOR THIS PROJECT IS:

POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P: (678) 336.7740

CONTACT: TANYA NORMAN, PE

SURVEYOR FOR THIS PROJECT IS:

FMG ENGINEERING

3700 STURGIS ROAD

RAPID CITY, SD 57702-0317

P: (605) 342.4105

CONTACT: MELVIN B. LAMKE

GEOTECH FOR THIS PROJECT IS:

TERRACON

1505 OLD HAPPY JACK ROAD

CHEYENNE, WY 82001

P: (307) 632.9224

CONTACT: ERIC D. BERNHARDT, PE

1 - PLANS

5 - DETAILS

7 - USER DEFINED

8 - USER DEFINED

NOTE:

1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS

PROJECT.

SAN

GROUND ROD TEST WELL

3/4" GROUND ROD

S

NORTH

LIMITS OF CONSTRUCTION

SEE SHEETS CS101 & CS102

F F

CPTS-F#

CATHODIC PROTECTION TEST STATION ON

DIP FIRE WATER COMPONENT

CPTS-W#

CATHODIC PROTECTION TEST STATION ON

DIP WATER PIPE COMPONENT

CATHODIC PROTECTION TEST STATION ON

FIRE HYDRANT

CPTS-FH#

LEGEND (CONT.)

DESCRIPTIONPROPOSED ITEM

IW

N/A

N/A

GENERAL CIVIL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN

STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND

CONSTRUCTION STANDARDS ADOPTED BY THE U.S. ARMY CORPS OF

ENGINEERS (USACE). WHERE CONFLICTS OR OMISSIONS EXIST, THE USACE

STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS

AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL

HAS BEEN ISSUED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

3. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES, CENTERLINE OF

UTILITY, CENTER OF MANHOLE OR CATCH BASIN, CENTERLINE OF ROAD,

FACE OF BUILDING, FACE OF CURB, FACE OF WALL, OR CENTERLINE OF

STRIPING UNLESS OTHERWISE NOTED.

4. EXISTING CONDITIONS SHOWN ARE BASED UPON A TOPOGRAPHIC AND

IMPROVEMENT SURVEY PROVIDED BY FMG ENGINEERING, DATED NOVEMBER

2021 AND GIS INFORMATION PROVIDED BY ELLSWORTH AIR FORCE BASE.

EXISTING UTILITY INFORMATION SHOULD BE CONSIDERED APPROXIMATE AND

MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OR

ORDERING MATERIALS.

5. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN ON THE APPLICABLE

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS CONTAINED

WITHIN THESE CONSTRUCTION DOCUMENTS.

6. CONTRACTOR TO MOVE ALL CONSTRUCTION DEBRIS OFF THE ELLSWORTH

AIR FORCE BASE PROPERTY AND DISPOSE DEBRIS AT A LEGAL, PERMITTED

LANDFILL CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL

REQUIREMENTS.

7. NO BURNING IS ALLOWED ON ELLSWORTH AIR FORCE BASE.

8. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES AND VALVE

BOXES ARE RAISED OR LOWERED TO BE FLUSH WITH FINISHED GRADES,

UNLESS NOTED OTHERWISE.

9. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH WITH

EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED OTHERWISE.

10. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES OR

DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

11. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES, AND

DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR

SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO

STARTING CONSTRUCTION.

12. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE

WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD),

LATEST EDITION.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF

EXISTING UTILITIES ARE IN CONFLICT WITH NEW UTILITIES, THE SITE

CONTRACTOR SHALL NOTIFY THE COR BEFORE PROCEEDING WITH

CONSTRUCTION.

14. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN

APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE TOPSOIL

SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL AND

CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

15. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON

THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION

AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO

THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO

MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE

UTILITIES WITH THE COR OF THE UTILITY. THE CONTRACTOR SHALL

EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER

SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES

WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR). ANY FEES ASSOCIATED WITH UTILITY

RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR IN ACCORDANCE WITH

RESPECTIVE UTILITY COMPANY STANDARDS. THE CONTRACTOR SHALL

COORDINATE DISCONNECTION OF EXISTING UTILITIES WITH THE

APPROPRIATE UTILITY PROVIDER.

16. UTILITIES INDICATED SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

APPLICABLE PROVISIONS OF THE SPECIFICATIONS. GRADING SHALL BE AS

INDICATED, AND SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING

OF WATER, READY TO RECEIVE PLANTING MATERIALS OR GRASSING.

17. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL

REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY

CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL

BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER

DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER

REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR

ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION

OF THE REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE

CONTRACTOR.

18. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND

DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION, SEDIMENTATION

AND POLLUTION CONTROL AND STORMWATER POLLUTION PREVENTION

REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS,

AND PERMITS.

19. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS

PROJECT, SHALL BE RETURNED TO PRE-CONSTRUCTION OR BETTER

CONDITION PRIOR TO THE COMPLETION OF THE PROJECT AS DETERMINED

BY THE COR.

20. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR

PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY

OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH

ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY THE APPLICABLE

REGULATORY AGENCY.

21. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND

TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

22. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT WILL

REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK

SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION, OR REPLACED

WITH NEW AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

23. CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL

MEASURES DAILY AND DURING PROLONGED PERIODS OF CONTINUOUS

RAINFALL EVENTS TO ENSURE THAT ALL CONTROLS ARE FUNCTIONING

PROPERLY. DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF THE

WORKDAY.

24. EACH SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS AND

SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

25. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT SHEET ONLY.

MISSING SEQUENTIAL NUMBERS DO NOT APPLY TO THAT SHEET.

GENERAL CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY. RESTORE

GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING CONDITIONS OR

PER REQUIREMENTS OF NEW WORK, WHICHEVER IS APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND TEMPORARY

CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT OR

CONCURRENT WITH DEMOLITION.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK OUTSIDE

LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT OF WORK. THIS WORK

MUST BE PERFORMED BY LICENSED & REGISTERED SOUTH DAKOTA LAND

SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH CONTRACTOR'S

SCHEDULE, LOGISTICS PLAN (APPROVED BY COR), EROSION, SEDIMENTATION

AND POLLUTION CONTROL PLAN PRIOR TO WORK.

5. ALL TEMPORARY FENCING, TRASH, AND LITTER TO BE FULLY DEMOLISHED

AND REMOVED FROM SITE TO A LEGAL LANDFILL. PERIMETER FENCING TO

REMAIN UNLESS OTHERWISE NOTED.

GENERAL CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY

BARRICADES AROUND THE WORK AND PROVIDE PROTECTION AGAINST

WATER DAMAGE AND SOIL EROSION.

2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH THE

ARCHITECTURAL PLANS.

3. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON PAVEMENT

AT LOCATIONS SHOWN.

4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT SOUTH DAKOT

DEPARTMENT OF TRANSPORTATION (SDDOT) AND MUTCD STANDARDS AND

SPECIFICATIONS.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT

SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN RAINS, AND FOR ALL

FINISHED GRADING. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES

PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT

CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER AND

WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL EROSION AND SEDIMENT CONTROL

FENCING FROM THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE, AND

SHALL SMOOTH THE GROUND SURFACE WHERE THE FENCE WAS REMOVED;

THEN, MULCH OR SEED & STRAW (SEASON APPROPRIATE GRASS) THE

RESTORED SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL SURVEY

BENCHMARKS.

6. IF BENCHMARK MUST BE DEMOLISHED FOR CONSTRUCTION, CONTRACTOR

SHALL RELOCATE BENCHMARK AND PROVIDE NEW DATA ON AS-BUlLTS.

7. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER (SEE PLANS).

8. ALL SPOT ELEVATIONS NOTED ARE FINISH GRADE.

GENERAL UTILITY NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING

CONNECTIONS WITH BUILDING CONTRACTOR AND THE INFORMATION

PROVIDED ON MECHANICAL AND ELECTRICAL SHEETS.

2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CATHODIC PROTECTION FOR

THE UTILITY SYSTEMS IN ACCORDANCE WITH SPECIFICATION SECTION 26 42

14.00.10.

3. CONTRACTOR SHALL CONTACT AND SUBMIT AIR FORCE FORM 103 DIG

PERMIT TO THE BASE CIVIL ENGINEERING (BCE) SITE DEVELOPMENT OFFICE

TO IDENTIFY THE LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF

WORK.

4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 30 DAYS FOR ALL

REQUIRED UTILITY SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE

CONTRACTING OFFICER.

5. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE AS FOLLOWS

UNLESS INDICATED OTHERWISE:

a. WATER, FIRE PROTECTION, AND SANITARY SEWER: 72-INCHES

b. ELECTRICAL AND COMMUNICATION: 36 INCHES

c. ALL OTHER UTILITIES: 36 INCHES

6. ALL OTHER EQUIPMENT SHALL BE PAINTED TO MATCH BASE STANDARD.

7. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED

BY THE CONTRACTING OFFICER IN WRITING.

8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL UTILITY

CONNECTION FEES AND OBTAINING ALL PERMITS REQUIRED FOR THE UTILITY

CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL FEES ASSOCIATED

WITH CONNECTION CHARGES AND METERS.

9. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND

INSPECTION METHODS DETAILED IN THE SPECIFICATIONS, WHICH MAY

INCLUDE VIDEO CAMERA INSPECTION. COORDINATE CAMERA AND

EQUIPMENT WITH THE SITE SECURITY MANAGER AND CONTRACTING

OFFICER PRIOR TO BRINGING ANY PHOTOGRAPHY OR VIDEO EQUIPMENT ON

SITE.

10. ALL WATER & SEWER CONSTRUCTION WORK ON THIS PROJECT SHALL BE

PERFORMED IN ACCORDANCE WITH ALL APPLICABLE INDUSTRY CODES AND

STANDARDS. THESE CODES AND STANDARDS INCLUDE BUT ARE NOT LIMITED

TO THE FOLLOWING: AMERICAN WATER WORKS ASSOCIATION (AWWA),

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY FOR

TESTING AND MATERIALS (ASTM), OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA), AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS (AASHTO), NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA), UNIFIED FACILITIES CRITERIA (UFC), ENVIRONMENTAL

PROTECTION AGENCY (EPA) AND USACE EM 385-1-1 SAFETY AND HEALTH

REQUIREMENT MANUAL. THE MOST STRINGENT SHALL BE APPLIED IN ALL

CASES ESPECIALLY FOR ISSUES RELATED TO SAFETY.

WATER UTILITY NOTES:

1. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS,

OR ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE WITH THE DRAWINGS,

SPECIFICATIONS, AND MANUFACTURER'S RECOMMENDATIONS. SEE SHEET

CU502 FOR TYPICAL THRUST BLOCK DETAIL. MECHANICAL JOINT RESTRAINTS

ARE ALLOWED IN AREAS WHERE PROXIMITY OF ADJACENT UTILITIES OR

STRUCTURES WILL MAKE PLACEMENT OF THRUST BLOCKS DIFFICULT. USE

OF JOINT RESTRAINTS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

2. WATER LINES SHALL BE INSTALLED A MINIMUM OF 3 FEET BEHIND THE EDGE

OF PAVEMENT OR FACE OF CURB UNLESS INDICATED OTHERWISE. SEE

SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR WATER

PIPING.

3. FIRE HYDRANTS SHALL BE INSTALLED A MINIMUM OF 3 FEET AND A MAXIMUM

OF 6 FEET FROM EDGE OF PAVEMENT OR FACE OF CURB AND A MINIMUM OF 1

FEET FROM EDGE OF SIDEWALK UNLESS INDICATED OTHERWISE. A RADIUS

OF 3 FEET AROUND THE HYDRANT SHALL BE KEPT CLEAR FOR FIRE

DEPARTMENT ACCESS. AREA BETWEEN CURB AND HYDRANTS SHALL BE

KEPT CLEAR OF OBSTRUCTIONS. FIRE HYDRANTS SHALL BE PAINTED BROWN

TO MATCH ELLSWORTH AFB STANDARDS. PLACE COLORED BAND(S) ON EACH

FIRE HYDRANT INDICATING THE CLASS OF THE HYDRANT DESIGNATED IN

NFPA 291 (IE CLASS AA, A, B, OR C).

SANITARY UTILITY NOTES:

1. ALL SANITARY SEWER BUILDING CONNECTIONS ARE TO BE MADE USING

6-INCH LINES UNLESS INDICATED OTHERWISE.

2. ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM THE

BUILDING CONNECTIONS TO THE CONNECTING SEWER AND BETWEEN

UTILITY STRUCTURES.

3. SEE SHEET CU502 FOR CONCRETE SEWER ENCASEMENT DETAIL WHERE

SANITARY SEWER WILL BE INSTALLED ABOVE WATER LINES. SEE

SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR

SANITARY PIPING.

4. IF MANHOLES ARE INDICATED ON SANITARY LINES, A 2-INCH DROP IN

ELEVATION BETWEEN THE INCOMING AND OUTGOING SEWER SHALL BE

PROVIDED IN EACH MANHOLE UNLESS INDICATED OTHERWISE. INVERT FLOW

CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTH AND UNIFORM

SLOPE WITH GRADUAL TRANSITION SECTIONS.

UTILITY STRUCTURE NOTES:

5. MANHOLE RIM ELEVATION SHALL BE FLUSH WITH FINAL GRADE.

6. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE

STAMPED PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL

STANDARDS, AND SHALL BE STAMPED PER THE ORIGIN OF MANUFACTURE.

7. COVERS AND CASTINGS SHALL BE TAMPER-PROOF FOR ELECTRICAL OR

COMMUNICATIONS MANHOLES/HANDHOLES STRUCTURES LOCATED IN

PEDESTRIAN AREAS, EASEMENT AREAS, AND AREAS WITH SPECIAL SECURITY

RESTRICTIONS. COORDINATE WITH THE CONTRACTING OFFICER AND

INSTALLATION SECURITY PRIOR TO INSTALLATION TO ENSURE INSTALLATION

SECURITY KNOWS HOW TO OPERATE THE TAMPER-PROOF STRUCTURE.

MANHOLE FRAME ADJUSTMENT NOTES:

1. AREA REQUIRING MANHOLE ADJUSTMENT SHALL BE SAWCUT SQUARE OR

CIRCULAR 12-INCH MINIMUM AROUND MANHOLE FRAME.

2. MANHOLE COVER AND FRAME SHALL BE RAISED TO FINISH GRADE BY

INSTALLING PRECAST MANHOLE ADJUSTMENT RINGS AND LEVELING

MORTAR.

3. GRADE ADJUSTMENT AREA SHALL BE BACKFILLED WITH EARLY STRENGTH

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C-002

BYPASS PUMPING NOTES (IF NEEDED

BASED ON CONTRACTORS SCHEDULE/

ACTIVITIES):

1. BYPASS PUMPING PLAN: THE CONTRACTOR SHALL PREPARE BYPASS PUMPING

PLANS FOR WORK PERFORMED ON SANITARY OR INDUSTRIAL WASTE SYSTEMS.

THE BYPASS PUMPING PLANS SHALL DESCRIBE IN DETAIL THE FOLLOWING

MINIMUM REQUIREMENTS FOR THE PROJECT.

A. MAINTAINING WASTEWATER FLOWS 24 HOURS PER DAY AT ALL TIMES. THE

BYPASS PUMPING PLANS SHALL IDENTIFY AND DESCRIBE ALL EQUIPMENT AND

METHODOLOGIES THAT WILL BE USED TO IMPLEMENT THE PLAN TO THE

SATISFACTION OF THE GOVERNMENT.

B. PROVIDE PUMPING EQUIPMENT CAPABLE OF MEETING THE PEAK FLOW RATES

ANTICIPATED FOR EACH BYPASSED SEGMENT. PROVIDE CERTIFICATION FROM

PUMP SUPPLIERS THAT THE PUMPING EQUIPMENT HAS BEEN TESTED PER

ANSI-HI STANDARDS AND PROVIDE THE CERTIFIED PUMP CURVES FOR EACH

FLOW SCENARIO.

C. PROVIDE REDUNDANT PUMPING SYSTEMS INCLUDING PUMPS, POWER SUPPLY

AND CONTROL SYSTEMS ON-SITE AND READY FOR IMMEDIATE DEPLOYMENT

SHOULD A SYSTEM FAILURE OCCUR ON BY-PASS PUMPING OPERATIONS SUCH

AS SEWER LINES ETC. THE REDUNDANT EQUIPMENT SHALL MEET THE

CERTIFICATION REQUIREMENTS OF THE PRIMARY EQUIPMENT.

D. THE BYPASS PUMPING SYSTEM SHALL UTILIZE A DUPLEX PUMP

ARRANGEMENT WITH A LEVEL-BASED PUMP CONTROL SYSTEM TO OPERATE

WITHIN A DESIRED FLOW LEVEL RANGE IN THE MANHOLE. THE CONTROL

SYSTEM SHALL INCORPORATE VISUAL AND AUDIBLE ALARMS FOR PUMP

FAILURE, PUMP OVERHEAT, HIGH WATER, HIGH-HIGH WATER, AND LOW WATER

ALARM LEVELS.

E. THE BYPASS PUMPING SYSTEM PIPES AND HOSES SHALL BE PROTECTED

FROM TRAFFIC. VEHICLES SHALL NOT BE PERMITTED TO RIDE DIRECTLY OVER

THE PIPES OR HOSES.

F. THE BYPASS PUMPING SYSTEM SHALL BE MONITORED AND OPERATED BY

CONTRACTOR PERSONNEL 24 HOURS PER DAY DURING PUMPING OPERATION.

G. PREPARE AN ILLUMINATION PLAN AND PROVIDE LIGHTING SYSTEMS TO

ILLUMINATE THE BYPASS PUMPING SYSTEM COMPONENTS TO A SAFE

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H. BYPASS PUMPING SYSTEM (PEAK FLOW RATES): PEAK FLOW IN EXISTING 8-IN

DIAMETER SANITARY GRAVITY FLOW PIPELINE IS ESTIMATED TO BE 200 GPM.

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GENERAL PROJECT NOTES:

1. CONSTRUCTION ACCESS FOR COMMERCIAL VEHICLES TO THE PROJECT

SITE SHALL BE THROUGH THE COMMERCIAL VEHICLE GATE. POV ACCESS

THROUGH THE MAIN GATE (LIBERTY GATE) OR PATRIOT GATE. SEE SHEET

C-105.

2. CONTRACTORS SHALL KEEP ALL ROADS AND STREETS CLEAN OF

CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. CONTRACTOR SHALL

PROVIDE EQUIPMENT AND PERSONNEL TO CLEAN ANY STREETS AS

REQUESTED BY THE CONTRACTING OFFICER. CONTRACTOR IS

RESPONSIBLE FOR ALL REPAIRS TO STREETS, PARKING AREAS, AND BASE

OR GOVERNMENT PROPERTY, DUE TO DAMAGE BY THEIR CONSTRUCTION

ACTIVITIES. CONTRACTOR SHALL PROVIDE PHOTOGRAPHS AND/OR VIDEO

RECORDING OF THE EXISTING CONDITIONS. CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER FOR A PRE-CONSTRUCTION

VIDEO DETAILING THE EXISTING CONDITION OF ACCESS POINTS, HAUL

ROUTES, AND LAYDOWN AREAS TO BE PERFORMED. SEE CONTRACT

SPECIFICATIONS.

3. CONTRACTOR SHALL CONNECT TO EXISTING OR NEW FIRE HYDRANTS FOR

TEMPORARY CONSTRUCTION WATER. INSTALL QUICK DISCONNECT, BACK

FLOW PREVENTOR, AND SHUT OFF VALVE WITH METER ON 2.5-INCH HOSE

CONNECTION ONLY. SEE DETAIL A1 ON C-501.

4. CONTRACTOR IS REQUIRED TO FILL OUT AND RETURN TO THE

CONTRACTING OFFICER, AF FORM 103 DIGGING PERMIT A MINIMUM OF TEN

(10) WORKING DAYS PRIOR TO THE START OF ANY EXCAVATING WORK. THE

GOVERNMENT WILL ONLY LOCATE UTILITIES ONE TIME. ONCE THE AREA IS

FLAGGED IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE

FLAGS OR MARKINGS. BCE OFFICE HAS SEVEN CALENDAR DAYS TO

COMPLETE THE FORM AFTER BEING SUBMITTED BY THE CONTRACTOR. THE

CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE

THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES.

ANY DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED

TO THE CONTRACTING OFFICER BEFORE ANY FURTHER WORK

COMMENCES. CAUTION SHALL BE TAKEN BY THE CONTRACTOR AROUND

ANY UNDERGROUND CABLE OR UTILITY. ANY DAMAGE SHALL BE REPAIRED

OR REPLACED TO THE SATISFACTION OF CONTRACTING OFFICER AT NO

ADDITIONAL COST TO THE GOVERNMENT.

5. CONTRACTOR IS REQUIRED TO FILE AND OBTAIN AN APPROVED FAA FORM

7460-1 IN REFERENCE TO THE CONTRACTOR'S SITE CONSTRUCTION

EQUIPMENT PRIOR TO STARTING ANY SITE CONSTRUCTION ACTIVITIES. SEE

EQUIPMENT AND STOCKPILE HEIGHT NOTES. THE 7460-1 APPROVAL MAY

TAKE 60-90 DAYS OR LONGER. DELAY IN CONSTRUCTION WILL NOT BE

ALLOWED DUE TO SUBMITTING THE 7460-1 WITHOUT…