Combined_Drawing_Set.pdf

PDF 38 MB Posted Jun 4, 2018

Attached to: Bldg 25 Supply Warehouse Renovation Federal contract opportunity
Solicitation number: W912L318B5000
Issued by: Department of the Army Wyoming Army National Guard

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Other files for this federal contract opportunity

Other files attached to Bldg 25 Supply Warehouse Renovation, newest first.
File	Type	Posted
D.01_AWARD_W912L318C5002.pdf	PDF	Sep 11, 2018
Bid_Opening_Attendance_Sheet.pdf	PDF	Jul 12, 2018
Bid_Opening_Abstract.pdf	PDF	Jul 12, 2018
Govt_IGE.pdf	PDF	Jul 12, 2018
23_09_23.02,_BACNET_DDC_for_HVAC,_20180703.pdf	PDF	Jul 3, 2018
23_09_93,_Sequences_of_Operation_for_HVAC_Control,_20180703.pdf	PDF	Jul 3, 2018
Amendment__4.pdf	PDF	Jul 3, 2018
23_00_09,_Instrumentation_and_Control_for_HVAC,_20180703.pdf	PDF	Jul 3, 2018
Compiled_Questions_Bldg_25_Construction.pdf	PDF	Jul 3, 2018
A.02_IFB_W912L3-18-B-5000_Amendment__3.pdf	PDF	Jun 26, 2018
A.02_IFB_W912L3-18-B-5000_Amendment__2.pdf	PDF	Jun 15, 2018
Sign_in_Sheet_Site_Visit.pdf	PDF	Jun 6, 2018
A.02_IFB_W912L3-18-B-5000_Amendment__1.pdf	PDF	Jun 6, 2018
02._Specifications_Volume_2_of_2.pdf	PDF	Jun 4, 2018
01._Specifications_Volume_1_of_2.pdf	PDF	Jun 4, 2018
A.02_IFB_W912L3-18-B-5000_Final.pdf	PDF	May 31, 2018
Unified_Facility_Guide_Specifications.pdf	PDF	May 31, 2018
B2_Combined_Drawing_Set.pdf	PDF	May 31, 2018

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3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740 Fax (678) 336-7744

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CHEYENNE, WYOMING

REPAIR

SUPPLY BUILDING 25

W9133L-15-D-0001-3C02

100% DESIGN SUBMITTAL

10.18.2017

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PERSPECTIVE VIEW

WYOMING AIR NATIONAL GUARD 153RD AIRLIFT

CHEYENNE REGIONAL AIRPORT ANGB

VICINITY MAPS

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SHEET INDEX

SHEET NUMBER SHEET NAME

E-502 ELECTRICAL DETAILS

E-503 LIGHT FIXTURE DETAILS

E-601 ONE-LINE DIAGRAM

E-602 LIGHTING FIXTURE SCHEDULE

E-603 MECHANICAL EQUIPMENT SCHEDULE

E-604 PANELBOARD SCHEDULES

E-605 PANELBOARD SCHEDULES

E-606A LIGHTING PHOTOMETRIC PLAN - AREA A

E-606B LIGHTING PHOTOMETRIC PLAN - AREA B

E-607 LIGHTING PHOTOMETRIC SCHEDULE

13 - TELECOMMUNICATIONS

T-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

T-101A TELECOMMUNICATIONS PLAN - AREA A

T-101B TELECOMMUNICATIONS PLAN - AREA B

T-401 ENLARGED TELECOM ROOMS

T-501 TELECOM DETAILS

T-502 TELECOM DETAILS

T-601 TELECOMMUNICATIONS RISER DIAGRAM

SHEET INDEX

SHEET NUMBER SHEET NAME

08 - INTERIORS

I-101A INTERIOR FINISH PLAN - AREA A

I-101B INTERIOR FINISH PLAN - AREA B

I-601 ROOM FINISH SCHEDULE & GENERAL NOTES

I-602 FINISH DETAILS

I-603 INTERIOR DETAILS

IF-101A FURNITURE PLAN - AREA A

IF-101B FURNITURE PLAN - AREA B

IG-101 SIGNAGE PLAN - AREA A

IG-102 SIGNAGE PLAN - AREA B

IG-501 SIGNAGE DETAILS

IG-502 SIGNAGE DETAILS

IG-601 SIGNAGE SCHEDULE

09 - FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES, AND SYMBOLS

F-101A FIRE PROTECTION PLAN - AREA A

F-101B FIRE PROTECTION PLAN - AREA B

FA-101A FIRE ALARM PLAN - AREA A

FA-101B FIRE ALARM PLAN - AREA B

FA-601 FIRE ALARM RISER AND MATRIX

10 - PLUMBING

P-001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

PD-101 PLUMBING DEMOLITION PLAN - AREA B

P-101 DOMESTIC PIPING PLAN

P-101A DOMESTIC PIPING - AREA A

P-101B DOMESTIC PIPING - AREA B

P-201 SANITARY PIPING

P-201A SANITARY PIPING PLAN - AREA A

P-201B SANITARY PIPING PLAN - AREA B

P-300 PLUMBING ROOF PLAN

P-401 ENLARGED PLUMBING PLANS

P-402 ENLARGED PLUMBING PLANS

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING RISER DIAGRAMS

P-902 PLUMBING RISER DIAGRAM

11 - MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND ABBREVIATIONS

M-002 MECHANICAL LEGEND AND ABBREVIATIONS

MD-101 MECHANICAL DEMOLITION PLAN - AREA B

M-101 MECHANICAL PLAN

M-101A PARTIAL HVAC PLAN - AREA A

M-101B PARTIAL HVAC PLAN - AREA B

M-102 MECHANICAL ROOF PLAN

MP-101A MECHANICAL PIPING PLAN - AREA A

MP-101B MECHANICAL PIPING PLAN - AREA B

M-401 MECHANICAL ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANCIAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-801 MECHANICAL CONTROLS

M-802 MECHANICAL CONTROLS

M-803 MECHANICAL CONTROLS

M-804 MECHANICAL CONTROLS

M-805 MECHANICAL CONTROLS

M-806 MECHANICAL CONTROLS

M-807 MECHANICAL CONTROLS

M-808 MECHANICAL CONTROLS

M-809 MECHANICAL CONTROLS

M-810 MECHANICAL CONTROLS

M-811 MECHANICAL CONTROLS

M-812 MECHANICAL CONTROLS

12 - ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E-002 ELECTRICAL SYMBOLS

ED-101 ELECTRICAL DEMOLITION PLAN

E-101A LIGHTING PLAN - AREA A

E-101B LIGHTING PLAN- AREA B

E-111A POWER PLAN - AREA A

E-111B POWER PLAN - AREA B

E-121A MECHANICAL POWER PLAN - AREA A

E-121B MECHANICAL POWER PLAN - AREA B

E-131A SECURITY PLAN - AREA A

E-131B SECURITY PLAN - AREA B

E-141 LIGHTNING PROTECTION

E-401 ENLARGED ELECTRICAL & MECHANICAL ROOMS

E-501 ELECTRICAL DETAILS

SHEET INDEX

SHEET NUMBER SHEET NAME

00 - GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-101 LIFE SAFETY PLAN

G-102 BUILDING CODE SUMMARY

04 - CIVIL

V-101 TOPOGRAPHIC SURVEY

C-001 CIVIL GENERAL NOTES AND ABBREVIATIONS

C-002 FIRE PROTECTION COMPLIANCE PLAN

CD101 CIVIL DEMOLITION PLAN

CS101 CIVIL SITE AND UTILITY PLAN

CG101 GRADING PLAN

C-501 CIVIL SITE AND UTILITY DETAILS

06 - STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES AND ABBREVIATION SCHEDULE

S-003 COMPONENT AND CLADDING WIND LOAD DIAGRAMS

S-004 STRUCTURAL SCHEDULE OF SPECIAL INSPECTIONS

S-101 OVERALL FOUNDATION AND FLOOR PLAN

S-101A FOUNDATION AND FLOOR PLAN - AREA A

S-101B FOUNDATION AND FLOOR PLAN - AREA B

S-151 OVERALL ROOF FRAMING PLAN

S-151A ROOF FRAMING PLAN - AREA A

S-151B ROOF FRAMING PLAN - AREA B

S-201 ENLARGED PLANS OR ELEVATIONS

S-202 ENLARGED PLANS OR ELEVATIONS

S-203 ENLARGED PLANS OR ELEVATIONS

S-301 CONCRETE DETAILS

S-302 SECTIONS AND DETAILS

S-303 SECTIONS AND DETAILS

S-501 TYPICAL MASONRY DETAILS

S-502 TYPICAL MASONRY DETAILS

S-503 BLAST FRAMING DETAILS

S-504 BLAST FRAME DETAILS

S-505 BLAST FRAMING DETAILS

S-506 BLAST FRAMING DETAILS

S-507 BLAST FRAMING DETAILS

S-508 TYPICAL DETAILS

07 - ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS & SYMBOLS

AD-101A DEMOLITION PLAN - AREA A

AD-101B DEMOLITION PLAN - AREA B

AD-121 DEMOLITION ROOF PLAN

A-100 FIRST FLOOR PLAN - OVERALL

A-101A FLOOR PLAN - AREA A

A-101B FLOOR PLAN- AREA B

A-111A REFLECTED CEILING PLAN - AREA A

A-111B REFLECTED CEILING PLAN - AREA B

A-121 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-351 WALL SECTIONS

A-352 WALL SECTIONS

A-353 WALL SECTIONS

A-354 WALL SECTIONS

A-371 PARTITION TYPES & DETAILS

A-372 SECTION DETAILS

A-373 SECTION DETAILS

A-401 ENLARGED PLANS

A-402 ENLARGED PLANS

A-406 INTERIOR ELEVATIONS

A-451 ENLARGED PLANS - RESTROOMS, SHOWERS AND LOCKERS

A-452 INTERIOR RESTROOM ELEVATIONS

A-471 ENLARGED PLANS AND SECTION - RAMP

A-501 EXTERIOR PLAN DETAILS

A-511 INTERIOR PLAN DETAILS

A-531 INTERIOR SECTION DETAILS

A-551 ROOF DETAILS

A-552 ROOF DETAILS

A-553 ROOF DETAILS

A-561 CASEWORK DETAILS

A-571 ADA MOUNTING HEIGHTS & DETAILS

A-601 DOOR SCHEDULE, DOOR & FRAME TYPES

A-602 DOOR DETAILS

A-603 DOOR DETAILS

A-604 DOOR DETAILS

A-611 WINDOW, LOUVERS, STOREFRONT, FRAME TYPES AND WINDOW DETAILS

A-612 WINDOW AND LOUVER DETAILS

A-613 LOUVER DETAILS

GENERAL LIFE SAFETY SHEET NOTES:

1. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR SHALL

ENSURE THE INSTALLATION OF ALL LIFE SAFETY DEVICES

INDICATED ON THE ENGINEERING DRAWINGS.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ANY

EXISTING FIRE RATED WALLS. ANY WORK DONE AROUND

EXISTING FIRE RATED WALLS SHALL BE DONE WITH CARE

SO AS NOT TO COMPROMISE THE RATING'S INTEGRITY.

ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.

150 SF

100 100

SMOKE WALLS

1-HR. RATED WALLS

LIFE SAFETY PLAN LEGEND

45'-0" TRAVEL DISTANCE

EXIT SIGN-

SEE ELECT. DWGS.

EGRESS CLEAR WIDTH

CAPACITY/NO. OF OCCUPANTS

ROOM AREA

OCCUPANT LOAD

AREA PER OCCUPANT

36" 100/100

BUSINESS OCCUPANCY (B)

STORAGE OCCUPANCY (S-1)

98'

57'

128 129 130

131 134

132118

114113 115112

114'

34" 170/39

34" 170/6

34" 170/4

34" 170/11

34" 170/4

34" 170/3

34" 170/2

68" 340/2

34" 170/9

13,965 SF

500 28

3,657 SF

500 83,689 SF

500 8

5,316 SF

500 11

576 SF

300 2

10,098 SF

100 101

61'

FAA

171'

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0 16 3216

1/16"

KEY PLAN

AREA A

AREA B

SCALE: 1/16" = 1'-0"A1

LIFE SAFETY PLAN

BUILDING CODE SUMMARY - WYOMING AIR NATIONAL GUARD, CHEYENNE RAP– REPAIR SUPPLY BUILDING 25

EXIT REQUIREMENTS (PER NFPA 101 LSC):

MINIMUM REQUIRED EGRESS WIDTH: EGRESS COMPONENTS OTHER THAN STAIRS - 0.2" PER OCCUPANT SERVED (NFPA 101 TABLE 7.3.3.1)

EGRESS REQUIRED: 170 OCCUPANTS X 0.2" = 34" EGRESS REQUIRED

EGRESS PROVIDED: 442" EGRESS PROVIDED

EGRESS DOORS: MINIMUM CLEAR WIDTH OF NOT LESS THAN 32 INCHES (NFPA 101 PER 7.2.1.2.3) EXCEPT FOR DOORS SERVING CLOSET SPACES

LESS THAN 10 SQUARE FEET SHALL NOT BE LIMITED BY THE MINIMUM WIDTH.

MINIMUM HEIGHT IS 80 INCHES (NFPA 101 PER 7.1.5)

LOCATION OF EXITS: WHERE TWO EXITS, EXIT ACCESSES, OR EXIST DISCHARGES ARE REQUIRED, THEY SHALL BE LOCATED AT A DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE-HALF** OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED, MEASURED IN A STRAIGHT LINE BETWEEN THE NEAREST EDGE OF THE EXITS, EXIT ACCESSES, OR EXIT DISCHARGES.EXIT DOORS

OR EXIT ACCESS DOORWAYS. (NFPA 101 PER 7.5.1.3.2)**

**PER NFPA 101 7.5.1.3.3, IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED SUPERVISED AUTOMATIC SPRINKLER SYSTEM, THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES SHALL BE NO LESS THAN ONE-THIRD THE LENGTH OF THE

MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

EXIT CORRIDORS: MINIMUM CORRIDOR WIDTH IS NOT LESS THAN 44 INCHES CLEAR (PER 38.2.3.2)

MAXIMUM TRAVEL DISTANCE: OCCUPANCY GROUP B; WITH SPRINKLER SYSTEM - 300 FEET (NFPA 101 TABLE A.7.6)

ALL EXITS MUST DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING AT GRADE LEVEL OR PROVIDE DIRECT ACCESS TO GRADE (PER 7.7.1)

MAXIMUM COMMON PATH OF TRAVEL: OCCUPANCY GROUP B; WITH SPRINKLER SYSTEM - 100 FEET (NFPA 101 TABLE A.7.6)

MAXIMUM DEAD-END CORRIDOR: OCCUPANCY GROUP B; WITH SPRINKLER SYSTEM - 50 FEET (NFPA 101 TABLE A.7.6)

OCCUPANT LOADS: (NFPA 101 TABLE 7.3.1.2)

MINIMUM NUMBER OF PLUMBING FIXTURES: IBC, TABLE 2902.1

TOTAL OCCUPANTS: 54 ACTUAL OCCUPANTS (BOTH MEN & WOMEN)

WATER CLOSET:

LAVATORIES:

DRINKING FOUNTAIN:

PLUMBING FIXTURE COUNT:

PROJECT

WYOMING AIR NATIONAL GUARD 153RD AIRLIFT WING CHEYENNE REGIONAL AIRPORT ANGB

RENOVATION AND REPAIR - SUPPLY BUILDING 25

SCOPE

PROJECT PROVIDES FOR THE RENOVATION AND REPAIR OF SUPPLY BUILDING 25.

NUMBER OF LEVELS: 1 (EXISTING)

GROSS AREA: 39,370 SF (EXISTING)

TOTAL HEIGHT: 20'-8" (EXISTING)

LIST OF APPLICABLE CODES:

INTERNATIONAL CODE COUNCIL (ICC), INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION UNIFIED FACILITIES CRITERIA (UFC) 1-200-01, GENERAL BUILDING REQUIREMENTS –20 JUNE 2016 UNIFIED FACILITIES CRITERIA (UFC) 3-420-01, PLUMBING SYSTEMS - 25 OCTOBER 2004, INCL. CHANGE 10, 26 OCTOBER 2015 UNIFIED FACILITIES CRITERIA (UFC) 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES – 8 AUGUST 2016 UFC 3-601-02, OPERATIONS AND MAINTENANCE: INSPECTION, TESTING, AND MAINTENANCE OF FIRE PROTECTION SYSTEMS – 8 SEPTEMBER

UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS, 9 FEBRUARY 2012

UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS – CHANGE 1, JANUARY 2010

NFPA 1, FIRE CODE – 2015 EDITION

NFPA 101, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), LIFE SAFETY CODE, 2015 EDITION

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS – 2013 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS – 2016 EDITION

NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS, 2013 EDITION

NFPA 70, NATIONAL ELECTRICAL CODE, 2017 EDITION

NFPA 72, FIRE ALARM AND SIGNALING CODE, 2016 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2012 EDITION NFPA 241, SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS – 2013 EDITION

ABA - ARCHITECTURAL BARRIERS ACT FOR FEDERAL FACILITIES

OCCUPANCY CLASSIFICATION:

THIS BUILDING IS CLASSIFIED AS A MIXED USE NONSEPERATED OCCUPANCY IN THE INTERNATIONAL BUILDING CODE.

OCCUPANCY: BUSINESS GROUP B (SEC 304.1), STORAGE GROUP S-1 (SEC 311.2)

TYPE OF CONSTRUCTION: IBC, TABLE 503; SECTION 504

TYPE IIB WITH AUTOMATIC FIRE SPRINKLER SYSTEM

FIRE RESISTIVE RATINGS: IBC, TABLE 601; SECTION 602.2

STRUCTURAL FRAME

EXT. BEARING WALLS

INT. BEARING WALLS

INT. NON-BEARING WALLS AND PARTITIONS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

CORRIDORS

MECHANICAL ROOMS (ACCESSORY USE)

MECHANICAL ROOMS WITH BOILER (>10 HP AND 15 PSI)

ALLOWABLE HEIGHT:

STORAGE (S-1) (MOST RESTRICTIVE)

75FT/ 3 STORIES (AS PER IBC 504.2)

ALLOWABLE AREA:

STORAGE (S-1) (MOST RESTRICTIVE)

BASED ON IBC TABLE 503 - 17,500 SQUARE FEET + 200%* = 52,500 S.F.

*(BASED UPON AREA INCREASE IN IBC SECTION 506.3)

OCCUPANCY TYPE: MIN. OCCUPANT LOAD: FLOOR AREA/OCC.: OCCUPANT LOAD:

BUSINESS (B) (GROSS) 1 OCCUPANT PER 100 SQUARE FEET 11,244 S.F. / 100 113 OCCUPANTS

MALES

BUSINESS: (27 MALES)

1 PER 25 FOR FIRST 50 = 2

1 PER 50 FOR THE REMAINDER EXCEEDING 50 = 0

NUMBER OF WATER CLOSETS PROVIDED = 3

NUMBER OF URINALS PROVIDED = 2

BUSINESS: (27 MALES)

1 PER 40 FOR FIRST 80 = 1

1 PER 80 FOR THE REMAINDER EXCEEDING 80 = 0

NUMBER OF LAVATORIES PROVIDED = 3

BUSINESS: (27 MALES)

1 PER 100 = 1; 1 (WATER COOLERS INCLUDED)

FEMALES

BUSINESS: (27 FEMALES)

1 PER 25 FOR FIRST 50 = 2

1 PER 50 FOR THE REMAINDER EXCEEDING 50 = 0

NUMBER OF WATER CLOSETS PROVIDED = 5

BUSINESS: (27 FEMALES)

1 PER 40 FOR FIRST 80 = 1

1 PER 80 FOR THE REMAINDER EXCEEDING 80 = 0

NUMBER OF LAVATORIES PROVIDED = 3

BUSINESS: (27 FEMALES)

1 PER 100 = 1; 1 (WATER COOLERS INCLUDED)

0 HR.

STORAGE (S-1) (GROSS) 1 OCCUPANT PER 500 SQUARE FEET 28,126 S.F. / 500 57 OCCUPANTS

TOTAL: 170 OCCUPANTS

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DELL RANGE BOULEVARD (R/W VARIES)

UNPLATTED

LOT 1, BLOCK 1

CHEYENNE AIRPORT ADD.

SITE

TOPOGRAPHIC SURVEY

FOR

POND AND COMPANY, INC.

11/8/16

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RIM=6152.59 BOT BOX=6149.14

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RIM=6152.57 BOT BOX=6149.12

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RIM=6152.90 INV E=6149.64

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RIM=6151.87 INV N=6147.92 INV E=6143.15 INV W=6143.21

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RIM=6151.97 INV N=6148.17 INV E=6143.87 INV W=6143.85

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RIM=6152.26 INV N=6148.41 INV E=6144.66 INV W=6144.71

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RIM=6152.05 INV N=6148.24 INV E=6145.30 INV W=6145.32

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RIM=6151.93 INV=6149.17

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RIM=6154.14 BOT BOX=6147.99

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RIM=6156.37 BOT BOX=6149.35

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RIM=6155.22 INV S=6150.22 INV W=6150.32

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RIM=6155.89 INV N=6151.14 INV E=6151.09

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RIM=6157.15 INV S=6151.65 INV W=6151.75

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RIM=6157.29 INV E=6152.49 INV W=6152.69

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RIM=6158.52 INV N=6153.58 INV E=6153.42

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RIM=6160.04 INV S=6153.64 INV W=6153.74

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RIM=6160.95 INV E=6154.55 INV W=6154.65

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RIM=6157.78 BOT BOX=6155.70

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GATE

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RIM=6155.83

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1' CONCRETE WALL

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1' CONCRETE WALL

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NO SMOKING SIGN

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SPEED LIMIT SIGN

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NO PARKING SIGN

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AIRPORT SIGN

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TURN LANE SIGN

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USAF INST WARNING SIGN

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USAF INST WARNING SIGN

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6' CHAIN LINK FENCE

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6' CHAIN LINK FENCE

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6' CHAIN LINK FENCE

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5' CHAIN LINK FENCE

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FINISHED FLOOR 6155.95

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5' CHAIN LINK FENCE

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LANDSCAPE TIMBER

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FINISHED FLOOR 6155.97

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FINISHED FLOOR 6158.56

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FINISHED FLOOR 6158.57

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1' CONCRETE WALL

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BUILDING HEIGHT 20.0'

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BUILDING HEIGHT 15.0'

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BUILDING HEIGHT 12.6'

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BUILDING HEIGHT 15.4'

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BUILDING HEIGHT 12.0'

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BUILDING HEIGHT 11.0'

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BUILDING HEIGHT 9.0'

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BUILDING HEIGHT 14.5'

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SANITARY SEWER PER BOPU MAPS

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SANITARY SEWER PER BOPU MAPS

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SANITARY SEWER PER BOPU MAPS

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(ABANDONED) SANITARY SEWER PER BOPU MAPS

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SANITARY SEWER PER BOPU MAPS

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STORM SEWER PER CITY MAPS

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STORM SEWER PER CITY MAPS

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STORM SEWER PER CITY MAPS

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CASCADE

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RYAN

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BISHOP

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FERGUSON

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HAMILTON

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FREDERICK

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MARJON

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CRESTLINE

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E OGALLALA

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MANEWAL

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JENNY LAKE

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WALKER

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SUNSET

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FISHING

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HOBBS

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KIOWA

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REDMOND

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CARROLL

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TOWNSEND

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OGALLALA

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DELL RANGE BLVD

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STINNER RD

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ANDRA

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GRANDPRE

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YELLOWSTONE RD

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BRIDGE

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CASCADE

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RYAN

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BISHOP

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FERGUSON

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HAMILTON

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FREDERICK

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MARJON

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CRESTLINE

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E OGALLALA

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JENNY LAKE

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SUNSET

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FISHING

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HOBBS

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KIOWA

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REDMOND

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CARROLL

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TOWNSEND

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OGALLALA

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DELL RANGE BLVD

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STINNER RD

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CENTRAL

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ANDRA

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GRANDPRE

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YELLOWSTONE RD

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BRIDGE

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INTERSTATE 25

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EXISTING STORM SEWER LINE

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EXISTING SANITARY SEWER LINE

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EXISTING WATER LINE

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EXISTING GAS LINE

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EXISTING CHAIN LINK FENCE

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EXISTING FIRE HYDRANT

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EXISTING WATER VALVE

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EXISTING UTILITY POLE

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EXISTING GUY WIRE

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EXISTING SANITARY SEWER MANHOLE

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HANDICAP PARKING SPOT

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EXISTING CONIFEROUS TREE

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EXISTING OVERHEAD ELECTRIC LINES

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OH ELEC

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%%ULEGEND

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EXISTING STORM SEWER MANHOLE

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EXISTING CATCH BASIN

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EXISTING SINGLE POST SIGN

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EXISTING TELEPHONE PEDESTAL

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EXISTING SHRUB

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EXISTING ELECTRIC TRANSFORMER

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EXISTING TELEPHONE MANHOLE

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EXISTING BITUMINOUS SURFACE

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EXISTING CONCRETE SURFACE

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EXISTING BURIED FIBER OPTIC LINE

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AutoCAD SHX Text Scale: 1" = 30'

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SSS

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EXISTING GUARD POST

AutoCAD SHX Text %%uCERTIFICATE OF SURVEYOR

AutoCAD SHX Text SUPPLY BUILDING 25, WANG, A PORTION OF SECTION 19, T.14N., R.66W., OF THE 6TH P.M., AND LOT 1, BLOCK 1, CHEYENNE AIRPORT, CITY OF CHEYENNE, LARAMIE COUNTY, WYOMING.

AutoCAD SHX Text I, Jeffrey B. Jones, Registered Professional Land Surveyor in the State of Wyoming, for and on behalf of Steil Surveying Services, LLC, hereby state, to the best of my knowledge, information and belief, that this map was prepared from field notes taken during an actual survey made by me or under my direct supervision; and that this map correctly shows the results of said survey and that the monuments found or set are as shown.

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EXISTING MONITOR WELL

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EXISTING DECIDUOUS TREE

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CONTROL POINT (BENCHMARK)

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STEIL SURVEYING SERVICES, LLC

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PROFESSIONAL LAND SURVEYORS

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PREPARED OCTOBER, 2016

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2016DWG\16293\16293 TOPO.DWG

AutoCAD SHX Text 1102 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 102 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 02 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 2 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 W. 19th ST. CHEYENNE, WY. 82001 (307)634-7273 . 19th ST. CHEYENNE, WY. 82001 (307)634-7273 19th ST. CHEYENNE, WY. 82001 (307)634-7273 19th ST. CHEYENNE, WY. 82001 (307)634-7273 9th ST. CHEYENNE, WY. 82001 (307)634-7273 th ST. CHEYENNE, WY. 82001 (307)634-7273 h ST. CHEYENNE, WY. 82001 (307)634-7273 ST. CHEYENNE, WY. 82001 (307)634-7273 ST. CHEYENNE, WY. 82001 (307)634-7273 T. CHEYENNE, WY. 82001 (307)634-7273 . CHEYENNE, WY. 82001 (307)634-7273 CHEYENNE, WY. 82001 (307)634-7273 CHEYENNE, WY. 82001 (307)634-7273 HEYENNE, WY. 82001 (307)634-7273 EYENNE, WY. 82001 (307)634-7273 YENNE, WY. 82001 (307)634-7273 ENNE, WY. 82001 (307)634-7273 NNE, WY. 82001 (307)634-7273 NE, WY. 82001 (307)634-7273 E, WY. 82001 (307)634-7273 , WY. 82001 (307)634-7273 WY. 82001 (307)634-7273 WY. 82001 (307)634-7273 Y. 82001 (307)634-7273 . 82001 (307)634-7273 82001 (307)634-7273 82001 (307)634-7273 2001 (307)634-7273 001 (307)634-7273 01 (307)634-7273 1 (307)634-7273 (307)634-7273 (307)634-7273 (307)634-7273 307)634-7273 07)634-7273 7)634-7273 )634-7273 634-7273 34-7273 4-7273 -7273 7273 273 73 3 756 GILCHRIST ST. WHEATLAND, WY. 82201 (307)322-978956 GILCHRIST ST. WHEATLAND, WY. 82201 (307)322-97896 GILCHRIST ST. WHEATLAND, WY. 82201 (307)322-9789 GILCHRIST ST. WHEATLAND, WY. 82201 (307)322-9789GILCHRIST ST. WHEATLAND, WY. 82201 (307)322-9789ILCHRIST ST. WHEATLAND, WY. 82201 (307)322-9789LCHRIST ST. WHEATLAND, WY. 82201 (307)322-9789CHRIST ST. WHEATLAND, WY. 82201 (307)322-9789HRIST ST. WHEATLAND, WY. 82201 (307)322-9789RIST ST. WHEATLAND, WY. 82201 (307)322-9789IST ST. WHEATLAND, WY. 82201 (307)322-9789ST ST. WHEATLAND, WY. 82201 (307)322-9789T ST. WHEATLAND, WY. 82201 (307)322-9789 ST. WHEATLAND, WY. 82201 (307)322-9789ST. WHEATLAND, WY. 82201 (307)322-9789T. WHEATLAND, WY. 82201 (307)322-9789. WHEATLAND, WY. 82201 (307)322-9789 WHEATLAND, WY. 82201 (307)322-9789WHEATLAND, WY. 82201 (307)322-9789HEATLAND, WY. 82201 (307)322-9789EATLAND, WY. 82201 (307)322-9789ATLAND, WY. 82201 (307)322-9789TLAND, WY. 82201 (307)322-9789LAND, WY. 82201 (307)322-9789AND, WY. 82201 (307)322-9789ND, WY. 82201 (307)322-9789D, WY. 82201 (307)322-9789, WY. 82201 (307)322-9789 WY. 82201 (307)322-9789WY. 82201 (307)322-9789Y. 82201 (307)322-9789. 82201 (307)322-9789 82201 (307)322-978982201 (307)322-97892201 (307)322-9789201 (307)322-978901 (307)322-97891 (307)322-9789 (307)322-9789(307)322-9789307)322-978907)322-97897)322-9789)322-9789322-978922-97892-9789-97899789789899

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(NOT TO SCALE)

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VICINITY MAP

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%%UOWNERS:

AutoCAD SHX Text STEIL SURVEYING SERVICES, LLC. 1102 WEST 19th STREET CHEYENNE, WY 82001 (307) 634-7273

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%%USURVEYOR:

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STATE OF WYOMING 218 W 25TH ST. CHEYENNE, WY 82001

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CHEYENNE AIRPORT BOARD PO BOX 2210 CHEYENNE, WY. 82003

AutoCAD SHX Text %%uGENERAL NOTES

AutoCAD SHX Text 1.) UNDERGROUND UTILITIES SHOWN AS PER OBSERVABLE EVIDENCE, FROM LOCATES PROVIDED BY THE WYOMING UNDERGROUND UTILITIES SHOWN AS PER OBSERVABLE EVIDENCE, FROM LOCATES PROVIDED BY THE WYOMING GUARD, WYOMING ONE-CALL AND BOPU/CITY OF CHEYENNE RECORD MAPS. THESE SHOULD NOT BE CONSIDERED EXACT. 2.) WYOMING STATE PLANE COORDINATE SYSTEM EAST ZONE NAD83 (2011) ELEVATIONS NAVD88 (NGS BM C-90) 3.) SANITARY SEWER SERVICE AND WATER SERVICE LOCATION FROM RECORDS OF CHEYENNE BOARD OF SANITARY SEWER SERVICE AND WATER SERVICE LOCATION FROM RECORDS OF CHEYENNE BOARD OF PUBLIC UTILITIES (BOPU). THERE APPEARS TO BE SIGNIFICANT DIFFERENCES BETWEEN THE BOPU RECORDS AND EVIDENCE FOUND DURING THE SURVEY FOR THE UTILITY LOCATIONS. BOPU NOTES THIS ARE A PRIVATE LINES AND ARE NOT THE RESPONSIBILITY OF BOPU.

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%%UUTILITY AUTHORITIES:

AutoCAD SHX Text (ELECTRIC AND GAS) CHEYENNE LIGHT, FUEL & POWER 1301 W. 24TH STREET CHEYENNE, WY 82001

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(SANITARY AND WATER) B.O.P.U. 2406 SNYDER AVENUE, CHEYENNE, WY 82001

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(CABLE) SPECTRUM 611 E. CARLSON STREET, CHEYENNE, WY 82009

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(PHONE) CENTURYLINK 1916 EVANS AVENUE, CHEYENNE, WY 82001

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DRAWN BY: JAB CHECKED BY: JBJ

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REV 11-8-16

OberryC Text Box V-101

GENERAL NOTES CONTINUED

9. THE EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN ARE

COMPILED FROM THE FOLLOWING SOURCES:

-SURVEY PERFORMED BY STEIL SURVEYING SERVICES, LLC DATED OCTOBER 2016, REVISED.

-CONSTRUCTION DOCUMENT DESIGN FILES FOR THE CHEYENNE REGIONAL AIRPORT PROVIDED

BY WYANG.

-WATER AND COMMUNICATION GIS UTILITY MAPS PROVIDED BY WYANG.

10. ATTENTION IS BROUGHT TO THE FACT THAT LOCATION OF EXISTING UTILITIES AND OTHER

IMPROVEMENTS HAVE BEEN OBTAINED FROM THE AVAILABLE SURVEYS, BASE RECORDS, AND

CONSTRUCTION DOCUMENTS. THEREFORE, LOCATIONS OF EXISTING CONDITIONS MUST BE

CONSIDERED APPROXIMATE AND DEPTHS OF MANY UTILITIES WITHOUT INVERTS IDENTIFIED

ARE UNKNOWN. THE VERIFICATION OF THE EXISTING UTILITIES AND OTHER IMPROVEMENTS,

INCLUDING SIZE, MATERIAL, AND LOCATION EITHER SHOWN OR NOT SHOWN ON THESE PLANS

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FIELD VERIFY THE LOCATIONS OF

EXISTING UTILITIES AND OTHER EXISTING IMPROVEMENTS WITHOUT ADDITIONAL COST TO THE

GOVERNMENT PRIOR TO BEGINNING CONSTRUCTION. POT HOLING AND OTHER FORMS OF

SURVEYING DO NOT CONSTITUTE CONSTRUCTION ACTIVITIES. IF ANY DIFFERING CONDITIONS

EXIST EITHER SHOWN OR NOT SHOWN ON THE CONSTRUCTION DOCUMENT, THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

11. VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. BRING

ANY DIFFERING CONDITIONS WITH LAYOUT TO ATTENTION OF CONTRACTING OFFICER PRIOR TO

CONSTRUCTION.

12. GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND TO

DRAINAGE STRUCTURES AND DITCHES, AND TO ENSURE NO PONDING OCCURS. THE

NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE DISTURBED DURING CONSTRUCTION.

13. ALL EARTHWORK OPERATIONS REQUIRED FOR CONSTRUCTION OF THE VARIOUS STRUCTURES

AND UTILITY LINES INDICATED SHALL BE CONDUCTED 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.

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. REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION WASTE AND DEBRIS FROM THE SITE

IN A MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL

REQUIREMENTS.

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

EXISTING UTILITIES ARE DETERMINED TO BE IN CONFLICT WITH NEW UTILITIES, NOTIFY

CONTRACTING OFFICER PRIOR TO CONSTRUCTION. IF EXISTING PRESSURIZED UTILITIES OR

NON-GRAVITY UTILITIES (SUCH AS WATER MAINS, SANITARY SEWER FORCE MAINS, ELECTRICAL

LINES, AND/OR COMMUNICATION LINES) ARE IN CONFLICT WITH NEW GRAVITY SYSTEM,

OFFSETS OF EXISTING UTILITY SYSTEMS IN CONFLICT WITH NEW GRAVITY UTILITIES SHALL BE

PERFORMED AS PART OF THE BASE CONTRACT AT NO ADDITIONAL COST TO THE GOVERNMENT.

17. MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING PAVEMENTS, UNLESS OTHERWISE NOTED.

18. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), LATEST EDITION.

19. USE CAUTION AROUND ANY UNDERGROUND CABLE OR UTILITY TO PREVENT DAMAGE. ANY

DAMAGE TO EXISTING UTILITY LINES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION

OF THE CONTRACTING OFFICER AT NO ADDITIONAL CHARGE TO THE GOVERNMENT. HAND

EXCAVATE WHERE NECESSARY TO PROTECT EXISTING UTILITIES.

20. ADJUST EXISTING TOPS OF MANHOLES AND VALVE BOXES WITHIN LIMITS OF DISTURBANCE TO

BE FLUSH WITH FINISHED GRADES, UNLESS OTHERWISE SPECIFIED.

21. THE SHEETS CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE PART OF MULTI-SHEET

SET OF CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

BENCH MARK

BOUNDARY POINT

IRON PIN

PERC TEST

STATION MARK/ CONTROL POINT

TEST PIT

UTILITY POLE

FLOW DIRECTION

SPOT ELEVATION

5' CONTOUR

1' CONTOUR

ROADWAY CENTERLINE

SIDEWALK

SANITARY SEWER

POTABLE WATER

GAS LINE

FENCE

SWALE/FLOW DIRECTION

EXISTING PROPOSEDDESCRIPTION

CIVIL LEGEND

BUILDING

RIP RAP

ITEMS DEMOLISHED/REMOVED

STORM DRAIN < TO 12"

STORM DRAIN > TO 12"

DROP INLET

TREE LINE

SILT FENCE

TREE PROTECTION

POWER POLE

LIGHT POLE

OVERHEAD POWER

UNDERGROUND ELECTRICAL

ELECTRICAL MANHOLE

UNDERGROUND TELEPHONE

GAS

COMMUNICATION LINE

COMMUNICATION MANHOLE

EXISTING UTILITIES

SOIL BORING LOCATION AND NUMBER

PROJECT NOTES:

OWNER/DEVELOPER:

STATE OF WYOMING

218 W 25TH STREET

CHEYENNE, WY 82001

SURVEY PERFORMED BY:

STEIL SURVEYING SERVICES, LLC

1102 WEST 19TH STREET

CHEYENNE, WY 82001

TEL: (307) 634-7273

24-HOUR CONTACT: TBD

THIS SITE IS LOCATED IN FLOOD ZONE "X", PER FIRM MAP

56021C1087F, JANUARY 17, 2007-EFFECTIVE DATE

TOTAL SITE AREA = 1.10 ACRES

TOTAL DISTURBED AREA = 0.19 ACRES

N/A

UTILITIES ITEMS

DEMOLISHED/REMOVED

ASPHALT PAVEMENT

N/A

ROOF DRAIN

N/A

SWALE

N/A

EROSION CONTROL NOTES

1. ALL SEDIMENT AND EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL

PLANS SHALL BE PROVIDED, INSTALLED, AND MAINTAINED DURING ALL PHASES OF

CONSTRUCTION. ADDITIONAL MEASURES MAY BE REQUIRED.

2. 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 IMMEDIATELY.

3. MAINTAIN ALL EROSION CONTROL DEVICES UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED.

4. KEEP THE SITE IN COMPLIANCE WITH THE CONDITIONS OF THE WYOMING STANDARDS AND

SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROLS.

GENERAL NOTES:

1. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT SHALL

REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL

BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH NEW AT NO

ADDITIONAL COST TO THE GOVERNMENT. TAKE PRECAUTIONS TO NOT

OVERLOAD PAVEMENTS THAT SHALL REMAIN.

2. SAWCUT TO FULL DEPTH AND REMOVE FROM GOVERNMENT PROPERTY

ASPHALT PAVEMENT, CONCRETE SLABS AND FOUNDATIONS IN THE LOCATIONS

INDICATED FOR DEMOLITION ON THE PLANS. ASPHALT PAVEMENT, CONCRETE

SLABS AND FOUNDATIONS SHALL BE REMOVED UP TO NEATLY SAWED EDGES.

3. PROVIDE TEMPORARY SIGNS, BARRICADES, AND OTHER DEVICES TO CONTROL

TRAFFIC ACCESS AROUND CONSTRUCTION SITE. THE WORD "TRAFFIC" REFERS

TO BOTH VEHICULAR AND PEDESTRIAN. PROVIDE SIGNS, BARRICADES, AND

OTHER DEVICES AS REQUIRED TO CLEARLY MARK AREAS WHERE

CONSTRUCTION TRAFFIC AND NON-CONSTRUCTION TRAFFIC MAY GO/NOT GO.

SUBMIT LOCATIONS AND TYPES OF SIGNS, BARRICADES, AND OTHER DEVICES

TO CONTRACTING OFFICER FOR APPROVAL. COORDINATE ROAD CLOSURE

SIGNS, BARRICADES, AND OTHER DEVICES WITH CONTRACTING OFFICER

REPRESENTATIVE PRIOR TO PLACEMENT.

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

GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING CONDITIONS OR

REQUIREMENTS OF NEW WORK, WHICHEVER IS APPLICABLE.

5. PHASE DEMOLITION OF EXISTING UTILITIES SUCH THAT NEW UTILITIES ARE IN

PLACE PRIOR TO CUTTING INTO OR DISTURBING EXISTING SERVICES.

COORDINATE UTILITY CUTOVERS WITH CONTRACTING OFFICER

REPRESENTATIVE A MINIMUM OF 3 DAYS IN ADVANCE.

6. IN THE EVENT THE THAT PHASING THE NEW WORK AND TIE IN OF THE NEW

UTILITIES CANNOT OCCUR WITHIN THE SPECIFIED OUTAGE PERIOD, PROVIDE

TEMPORARY UTILITIES REQUIRED TO KEEP EXISTING SYSTEMS OPERATIONAL.

THIS REQUIREMENT APPLIES TO ALL SITE UTILITIES. TEMPORARY UTILITIES

SHALL BE PROVIDED AS PART OF THE BASE CONTRACT BID AND NO ADDITIONAL

COST TO GOVERNMENT SHALL BE ALLOWED.

7. COMPLY WITH ALL DEPARTMENT OF DEFENSE REGULATIONS APPLICABLE TO

CONSTRUCTION OF THIS SITE.

8. ALL DIMENSIONS ARE TAKEN FROM/TO FENCELINES,EDGE OF PAVEMENT,

CENTERLINE OF UTILITY, CENTER OF MANHOLE OR STRUCTURE, CENTERLINE OF

ROAD, FACE OF BUILDING, CENTERLINE OF WALL, OR CENTERLINE OF PAVEMENT

STRIPING UNLESS OTHERWISE NOTED.

AND

ADDITIVE BID ITEM

ANTI-TERRORISM FORCE PROTECTION

BACK OF CURB AND GUTTER (AT FINISHED GRADE)

BACK FLOW PREVENTER

BUILDING

CATCH BASIN

CAST IRON

CURB INLET

CHAIN LINK FENCE

CLEANOUT

COMMUNICATIONS

CONCRETE

CONTRACTING OFFICER'S REPRESENTATIVE

CORRUGATED METAL PIPE

DOUBLE

DEPARTMENT

DROP INLET

DIAMETER

DUCTILE IRON PIPE

DEPARTMENT OF DEFENSE

EASTING

EACH

ELECTRIC

ELEVATION

ENGINEER OF RECORD

EXISTING

EACH WAY

FLARED END SECTION

FIRE DEPARTMENT CONNECTION

FINISHED FLOOR ELEVATION

FLANGE

FORCE MAIN

FOREIGN OBJECTS & DEBRIS

FOOT

FIRE WATER

GAS

GOVERNMENT FURNISHED CONTRACTOR INSTALLED

HEIGHT

HIGH VELOCITY OXYGEN FUEL

HORIZONTAL

HIGH POINT

HORSEPOWER

HEADWALL

INVERT

JUNCTION BOX

POUND

LINEAR FEET

LIMITS OF DISTURBANCE

LIQUID OXYGEN

MAXIMUM

MATCH EXISTING GRADE

MECHANICAL

MANHOLE

MINIMUM

MONITORING WELL

NOT IN CONTRACT

NITROGEN

NUMBER

NOT TO SCALE

ON CENTER

POINT OF CURVATURE

PORTLAND CONCRETE CEMENT

POST INDICATOR VALVE

PROPOSED

POUNDS PER SQUARE INCH

POINT OF TANGENCY

POLYVINYL CHLORIDE PIPE

POTABLE WATER

REINFORCED CONCRETE PAVEMENT

ROOF DRAIN

REINFORCED CONCRETE PIPE

REINFORCING

REDUCED PRESSURE BACKFLOW

PREVENTER

SANITARY

SPECIFICATION

STORM DRAIN

SILT FENCE

SANITARY SEWER

STANDARD

STEAM

STORM WATER MANAGEMENT FACILITY

TOP OF CURB

TRENCH DRAIN

TECHNICAL REPRESENTATIVE OF THE

CONTRACTING OFFICER

TOP OF PAVEMENT

TOP OF SLAB

TYPICAL

UNDERGROUND ELECTRIC

UNLESS NOTED OTHERWISE

VERTICAL

VITRIFIED CLAY

WATER

WITH

WYOMING AIR NATIONAL GUARD

ABI

ATFP

BFP

BLDG

CIN

CLF

COMM

CONC

COR

CMP

DBL

DEPT

DIA

DIP

DOD

ELEC.

ELEV/EL

EOR

E.W.

FES

FDC

FFE

FLG

FOD

GFCI

HVOF

HORIZ.

INV

LOD

LOX

MAX

MECH

MIN

NIC

NO.

NTS

O.C.

PCC

PIV

PROP

PSI

PVC

RCP

REINF

RPZ

SAN

SPEC

STD

STM

SWM

TRCO

T.O.P.

T.O.S.

TYP

UGE

UNO

VERT.

WYANG

ABBREVIATIONS

N/A

CONCRETE PAVEMENT N/A

LOD

LIMITS OF DISTURBANCE

N/A

STORM DRAINAGE MANHOLE

HYDRANT

SANITARY SEWER MANHOLE

WATER VALVE

FLARED END SECTION

SANITARY SEWER CLEANOUT

MITERED END SECTION

1190.0

[1190.0]

STORM DRAINAGE STRUCTURE IDENTIFIER A1

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LIMITS OF DISTURBANCE

LOD LOD

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BUILDING 25

BUILDING 26

BLDG

BUILDING 25

DELL RANGE BOULEVARD (R/W VARIES)

UNPLATTED

LOT 1, BLOCK 1

CHEYENNE AIRPORT ADD.

BUILDING 25

BUILDING 26

BLDG

BUILDING 25

FFE = 6155.97

FFE = 6158.56

R30'

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SHEET KEYNOTES

1. EXISTING FIRE DEPARTMENT CONNECTION

2. 6" DIP FIRE LINE

3. FIRE HYDRANT

4. 35 FT RADIUS

5. EXISTING 6" FIRE SERVICE LINE

6. EXISTING CHAIN LINK CONTROLLED ACCESS

GATE

7. MAIN ENTRANCE FOR FIRE DEPARTMENT

8. RIGHT-OF-WAY LINE

SHEET LEGEND

FIRE ACCESS LANE

FIRE ACCESS ROUTE

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-DISCIPLINE,

MULTI-SHEET SET OF CONSTRUCTION PLANS AND

SHALL BE READ AND COORDINATED WITH THE

FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

MATCH LINE THIS SHEET

SCALE: 1" = 30'

0 15' 30' 60' 90'

FIRE PROTECTION CODE COMPLIANCE SITE PLAN

SCALE: 1" = 100'

0 50' 100' 200' 300'

FIRE ACCESS ROUTE

28.7'

50.3'

35.5'

64.8'

1 2 3 4 5

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BUILDING 25

BUILDING 26

BLDG

FFE = 6155.97

FFE = 6158.56

SCALE: 1" = 20'

0 20' 40' 60'10'

CIVIL DEMOLITION PLAN

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CD101

SHEET KEYNOTES

1. DEMOLISH TREE

2. DEMOLISH RETAINING WALLS, SIDEWALK,

AND GRAVEL AREA. CAP EXISTING STORM

INLET.

3. REMOVE STRIPING FOR PARKING SPACES

4. DEMOLISH RETAINING WALL

5. CONTRACTOR TO PROTECT TREES DURING

CONSTRUCTION

SHEET LEGEND

EXISTING CONCRETE

PAVEMENT

DEMOLISH RETAINING

WALLS AND SIDEWALK

AND RE-GRADE

(SEE SHEET CG101)

REMOVE PARKING

STRIPING

DEMOLISH CONCRETE

PAVING

DEMOLISH ASPHALT

PAVING

REMOVE UTILITY

(SEE ELECTRICAL)

DEMOLISH TREE

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-DISCIPLINE,

MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ AND COORDINATED

WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

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BUILDING 25

BUILDING 26

BLDG

FFE = 6155.97

FFE = 6158.56

SCALE: 1" = 20'

0 20' 40' 60'10'

CIVIL SITE AND UTILITY PLAN

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SHEET KEYNOTES

1. "NO PARKING" SIGN 24" X 24" (MUTCD R8-3)

2. EXTEND SIDEWALK, CURB, AND GUTTER TO RAMP.

(SEE DETAILS A1/C-501 & C2/C-501)

3. PROPOSED 8'X5' CONCRETE PAD. INSTALL CENTERED

ON RELOCATED ENTRYWAY AND 0.25" BELOW

FINISHED FLOOR ELEVATION. (SEE DETAIL A1/C-501)

4. "RESERVED PARKING: LEV AND FUEL EFFICIENT

VEHICLES" MARKING

5. TIE INTO EXISTING 12" FIRE LINE WITH 12"X6"

REDUCER

6. RETAINING WALL, SEE STRUCTURAL. SURFACE

MOUNTED GUARDRAIL, SEE ARCHITECTURAL

7. 6" WHITE NO PARKING STRIPING

8. 7' CHAIN LINK FENCE WITH PERSONNEL GATE ( SEE

DETAIL A3/C-501)

9. RELOCATE EXISTING TELECOM LINE. SEE

ELECTRICAL.

10. BIKE RACK (SEE DETAIL B3/C-501)

11. NEW BOLLARDS SEE ARCHITECTURAL (SEE DETAIL

C1/C-501)

12. NEW SIDEWALK (SEE DETAIL A1/C-501)

13. 11.25° BEND

14. 45° BEND

15. 6" X 6" TEE

16. 6" WATER LINE VALVE

17. EXISTING WATER LINE VALVE

18. MECHANICAL EQUIPMENT PADS. SEE MECHANICAL

19. 5.5' LONG X 5' WIDE CONCRETE RAMP.

SHEET LEGEND

EXISTING ASPHALT PAVEMENT

CONCRETE PAD & SIDEWALK

(SEE DETAIL A1/C-501)

NO PARKING STRIPING

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,

LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-DISCIPLINE,

MULTI-SHEET SET OF CONSTRUCTION PLANS AND

SHALL BE READ AND COORDINATED WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

Y P

MATCH LINE THIS SHEET

SCALE: 1" = 30'

15' 30' 60' 90'0

1 2 3 4 5

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RIM=6152.66 INV.N=6149.11

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RIM=6152.30 BOT BOX=6148.90

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RIM=6152.30 BOT BOX=6148.90

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RIM=6152.48 BOT BOX=6149.03

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RIM=6152.05 INV N=6148.24 INV E=6145.30 INV W=6145.32

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SANITARY SEWER PER BOPU MAPS

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DELL RANGE BOULEVARD (R/W VARIES)

FFE = 6155.97

FFE = 6158.56

S S

6156.70

6156.90

6157.00

6156.79

6158.45

6158.54

6156.80

6156.49

6156.66

6156.39

6160.38

6158.60

6158.54

6159.25

6159.75

SCALE: 1" = 10'

0 5' 30'20'10'

GRADING PLAN

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SHEET KEYNOTES

1. CAP INLET

2. STOCKPILE AREA

3. INLET PROTECTION (DETAIL B5/C-501)

4. TIE PAVEMENT INTO EXISTING GRADE

5. 6" PERFORATED HOPE PIPE @MIN 0.5% SLOPE,

SEE STRUCTURAL.

6. ENSURE POSITIVE DRAINAGE AWAY FROM

BUILDING

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-DISCIPLINE,

MULTI-SHEET SET OF CONSTRUCTION PLANS AND

SHALL BE READ AND COORDINATED WITH THE

FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

3. ALL AREAS BEFORE ENTRYWAYS TO HAVE

FINISHED GRADE OF 0.02' BELOW BUILDING

FINISHED FLOOR ELEVATION.

LOD LOD

SHEET LEGEND

LIMITS OF DISTURBANCE

SILT FENCE (DETAIL C4/C-501)

SCALE: 1" = 5'

0 2.5' 5' 10' 15'

INSET A

SCALE: 1" = 5'

0 2.5' 5' 10' 15'

INSET B

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IE MIN: 5156.56'

IE MIN: 5156.35'

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C-501

18"Ø CONC. BASE

UNDISTURBED

EARTH

CONCRETE CAP

6" SCHEDULE 40 STEEL PIPE

FILLED WITH CONCRETE AND

PAINTED YELLOW

(GALVANIZED)

FINISH PAVEMENT

BOLLARD

EXPANSION

JOINT (TYP)

NO SCALE

CONCRETE PAD & SIDEWALK

NO SCALE

COMPACTED SUBGRADE

1/2" EXPANSION JOINT BETWEEN WALK

AND PAVING OR ADJACENT STRUCTURE.

4" THICK

CONCRETE

MAX

2% CROSS

SLOPE

EXPANSION JOINTS @ 50'

MAX. SPACING AND AT

JUNCTIONS WITH OTHER

STRUCTURES AND RIGID

PAVING.

EXPANSION JOINT

CONTRACTION JOINT SHALL DIVIDE SIDEWALK

INTO SQUARE PANELS. SPACING OF

CONTRACTION JOINTS SHALL EQUAL THE

WIDTH OF THE SIDEWALK.

CONTRACTION JOINT

NOTE: NOTE:

1/4" RADIUS

FINISH

1/8"

1/2"

PREMOLDED JOINT FILLER

EXTENDING TO BOTTOM

SURFACE OF CONCRETE.

FINISHED

GRADE

4" AGGREGATE

BASE

CURB AND GUTTER

NO SCALE

NOTE:

1. INTALLATION TO BE COMPLETED IN ACCORDANCE

WITH MANUFACTURER'S SPECIFICATIONS.

2. BIKE RACK CAPACITY: 9 BIKES. (RACK CAPACITY MAY BE

42"

3.5"89"

BIKE

FRONT VIEW

Ø7.5" 5.2"

TOP VIEW

Ø2.38"

RIGHT

SIDE

VIEW

3. PREFABRICATED BIKE RACK WITH DURABLE PAINTED FINISH.

10"

INCREASED PER MANUFACTURER SPECIFICATIONS)

BIKE RACK

NO SCALE

BIKE

10"

BIKE

4. CONFIRM BIKE RACK DIMENSIONS PRIOR TO INSTALLING BIKE PAD.

BIKE

CONCRETE MIX SHALL HAVE A MINIMUM SOLAR REFLECTIVE INDEX OF 29

AND MEET LEED HEAT ISLAND NON-ROOF CREDIT.

NOTE:

SILT FENCE

NO SCALE

INLET PROTECTION

NO SCALE

NOTE: SILT FENCE MAY BE USED AS AN ALTERNATIVE

NOTE: ENSURE ALL PAVEMENT SURFACES ARE

SMOOTHLY TAPERED AND FLUSH AT CURB RAMPS TO

FACILITATE WHEELCHAIR MOVEMENTS.

3'-6" MIN. OR AS SPECIFIED

CHAIN LINK FENCE PEDESTRIAN GATE

NO SCALE

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%%ULEGEND

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STRAIGHT PLUG

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BOTTOM HINGE

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TOP HINGE

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CORNER ELBOW

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LATCH FORK

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FORK CATCH

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ORNAMENTAL TOPS

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TRUSS RODS

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STRETCHER BAR

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HOOK BOLTS

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PART NO.

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QUANTITY

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DESCRIPTION

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TENSION WIRE END CLAMP

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CONCRETE

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%%UNOTES:

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1. THE FENCING SHALL BE #9 GAGE FENCE FABRIC, STANDARD 2-INCH

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CHAIN LINK DIAMOND MESH.

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2. THE POST ANCHOR SYSTEM SHALL BE AS SHOWN ON WI-702B OR EQUAL.

GENERAL STRUCTURAL NOTES:

A. GENERAL:

THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS BEFORE THEY ARE PROVIDED TO THE DESIGN

PROFESSIONAL. THE CONSTRUCTION PROFESSIONAL'S REVIEW SHALL BE DOCUMENTED WITHIN

THE SUBMITTAL. THE DESIGN PROFESSIONAL RESERVES THE RIGHT TO REJECT SUBMITTALS

THAT HAVE NOT BEEN FIRST REVIEWED BY THE CONSTRUCTION PROFESSIONAL. THE ACCURACY

AND COMPLETENESS OF THE SUBMITTALS IS THE SOLE RESPONSIBILITY OF THE CONTRACTION

PROFESSIONAL, INCLUDING ALL ERRORS AND OMISSIONS. IN ADDITION, THE CONTRACTION

PROFESSIONAL IS SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, AND SEQUENCING OF

CONSTRUCTION.

THE CONSTRUCTION PROFESSIONAL AND ALL SUBCONTRACTORS SHALL BE EXPERIENCED AND

QUALIFIED TO PERFORM THE TYPE OF CONSTRUCTION REQUIRED TO COMPLETE THE WORK

PRESCRIBED BY THE CONSTRUCTION DOCUMENTS. THE CONSTRUCTION DOCUMENTS WERE

PREPARED AS A COMPLETE SET OF PROJECT DRAWINGS AND SPECIFICATIONS. IT IS THE

GENERAL CONTRACTOR’S RESPONSIBILITY TO COORDINATE ALL INFORMATION PROVIDED IN ALL DISCIPLINE DRAWINGS AND…

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