Attachment_13_-_BLM_Orovada_Fire_Station_Design_BP1_-_Reference_Planset_0001.pdf

PDF 29 MB Posted Apr 15, 2025

Attached to: Orovada Fire Engine Cover & Crew Quarters, NV Federal contract opportunity
Solicitation number: 140L0625R0006
Issued by: Department of the Interior Bureau of Land Management National Office

About this file

Written by GovTribe AI · Apr 16, 2025

This government file is a comprehensive architectural and engineering design planset for a Bureau of Land Management (BLM) Wildland Fire Station and Crew Quarters located in Orovada, Nevada. The project involves constructing two primary buildings: a fire station and a crew quarters facility, totaling approximately 12,156 gross square feet, situated on a 40-acre undeveloped parcel at the coordinates 41°33'31.30"N, 117°47'25.40"W.

The design documents include detailed architectural, structural, mechanical, electrical, plumbing, and fire protection plans for a single-story complex featuring an engine bay, administrative area, and separate crew living quarters. The fire station will have a mixed occupancy classification (Business and Storage) with a construction type of VB/IIB, while the crew quarters will be classified as Residential R-3. Key design specifications include slab-on-grade construction, metal panel and fiber cement siding, standing seam metal roofing, and comprehensive infrastructure upgrades. The project will incorporate modern building codes, accessibility standards, and sustainable design principles, with specific attention to seismic requirements, energy efficiency, and fire protection systems.

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Other files for this federal contract opportunity

Other files attached to Orovada Fire Engine Cover & Crew Quarters, NV, newest first.
File	Type	Posted
Attachment_17_-_SV_Sign-In-Sheet_Orovada_0002.pdf	PDF	Apr 29, 2025
Sol_140L0625R0006_Amd_0002.pdf	PDF	Apr 29, 2025
Attachment_15_-_Past_Performance_Questionnaire_-_Revised_0002.docx	DOCX document	Apr 29, 2025
Attachment_16_-_Sol_Q_A_140L0625R0006_0002.pdf	PDF	Apr 29, 2025
Attachment_14_-_BLM_Orovada_Fire_Station_Design_BP2_-_Reference_Planset_0001.pdf	PDF	Apr 15, 2025
Attachment_3_-_SOW__REVISED_Orovada_General-Site_0001.pdf	PDF	Apr 15, 2025
Sol_140L0625R0006_Amd_0001.pdf	PDF	Apr 15, 2025
Attachment_10_-_Orovada_Letters.pdf	PDF	Apr 8, 2025
Attachment_7_-_Prototypical_Crew_Quarters_Building_2025-01-22.pdf	PDF	Apr 8, 2025
Attachment_8_-_Orovada_Fire_Station_Reports_and_Feasibility_Study.pdf	PDF	Apr 8, 2025
Attachment_9_-_Orovada_WFC_Sustainable_Doc_2025-03-13.pdf	PDF	Apr 8, 2025
Attachment_11_-_Past_Performance_Questionnaire.docx	DOCX document	Apr 8, 2025
Attachment_12_-_SF1442_Instructions_P1.pdf	PDF	Apr 8, 2025
Sol_140L0625R0006.pdf	PDF	Apr 8, 2025
Attachment_4_-_Orovada_Plans_2025-03-10.pdf	PDF	Apr 8, 2025
Attachment_1_-_SOW_Orovada_Fire_Station_Building_2025-03-11.pdf	PDF	Apr 8, 2025
Attachment_2_-_SOW_Orovada_Crew_Quarters_2025-03-11.pdf	PDF	Apr 8, 2025
Attachment_3_-_SOW_Orovada_General-Site_2025-03-11.pdf	PDF	Apr 8, 2025
Attachment_5_-_OWFS_Performance_Specs_2025-03-14.pdf	PDF	Apr 8, 2025
Attachment_6_-_Orovada_WFC_Room_Requirements_FSB_2025-01-16.pdf	PDF	Apr 8, 2025

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STATE REFERENCE MAP VICINITY MAP

PROJECT LOCATION

PROJECT

LOCATION

G-101

SITE INFO

LAND OWNER: BUREAU OF LAND MANAGEMENT

AREA: 5 ACRES ON A 40 ACRE UNDEVELOPED PARCEL

LATITUDE/LONGITUDE: 41°33'31.30"N, 117°47'25.40"W

OROVADA

KUNKLE LN

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GENERAL

COVER SHEET

BASQUE RD

PROJECT DIRECTORY

SHEET

PLANSET PROVIDED FOR

REFERENCE ONLY

PROJECT CODES AND STANDARDS:

TITLE

INTERNATIONAL BUILDING CODE

INTERNATIONAL FIRE CODE

AMERICAN CONCRETE INSTITUTE STANDARDS

STANDARD METHOD OF TEST FOR CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS

STANDARD ON WATER SUPPLIES FOR SUBURBAN AND RURAL FIREFIGHTING

TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS

STANDARD FOR DOOR, DRAPERY, GATE, LOUVER, AND WINDOW OPERATORS AND SYSTEMS

STANDARD TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS

STANDARD FOR ANTITHEFT ALARMS AND DEVICES

ABBREVIATIONS

IBC

IFC

ACI

NFPA 253

NFPA 1142

ASME E84

UL 325

UL 723

UL 1037

EDITION

CURRENT

INTERNATIONAL FUEL GAS CODE IFGC 2018

INTERNATIONAL MECHANICAL CODE IMC 2018

INTERNATIONAL PLUMBING CODE IPC 2018

INTERNATIONAL WILDFIRE-URBAN INTERFACE CODE IWUIC 2018

INTERNATIONAL ENERGY CONSERVATION CODE IECC 2018

NATIONAL ELECTRIC CODE NFPA 70 2017

NATIONAL FIRE ALARM AND SIGNALING CODE NFPA 72 2016

LIFE SAFETY CODE NFPA 101 2018

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS ABAAS 2004 UPDATE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC CURRENT

MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDLINGS AND OTHER STRUCTURES ASCE 7 CURRENT

THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY ASHRAE 55 CURRENT

GENERAL

1/2 2/2

4 3

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INDEX OF DRAWINGS & CODE

REFERENCES

G-102

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GENERAL

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

G-101 COVER SHEET

G-102 INDEX OF DRAWINGS & CODE REFERENCES

G-103 CODE ANALYSIS & GENERAL INFORMATION

G-104 CREW QUARTERS CODE ANALYSIS

ARCHITECTURE

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

AG101 ARCHITECTURAL GENERAL NOTES &

MATERIALS

AG102 ARCHITECTURAL LEGENDS & ABBREVIATIONS

AG105 DOOR TYPES

AG106 WINDOW TYPES

AG107 PARTITION TYPES

AG108 CASEWORK TYPES

AG109 SIGNAGE DETAILS

A-101 LEVEL 1 NOTES PLAN

A-102 LEVEL 1 MEZZANINE NOTES PLAN

A-103 LEVEL 1 DIMENSION PLAN

A-111 ROOF PLAN

A-131 LEVEL 1 CEILING PLAN

A-201 EXTERIOR BUILDING ELEVATIONS, N. & S.

A-202 EXTERIOR BUILDING ELEVATIONS, E. & W.

A-301 BUILDING SECTIONS, N. & S.

A-302 BUILDING SECTIONS, E. & W.

A-311 EXTERIOR WALL SECTIONS

A-312 EXTERIOR WALL SECTIONS

A-321 EXTERIOR WALL SECTIONS

A-322 EXTERIOR HEAD AND SILL DETAILS

A-401 ENLARGED PLANS

A-402 ENLARGED PLANS

A-403 ENLARGED STAIR PLANS

A-411 ENLARGED ELEVATIONS

A-412 INTERIOR PLUMBING AREA ELEVATIONS

A-501 INTERIOR DETAILS

A-503 CEILING DETAILS

A-504 ROOF DETAILS

A-505 STAIR & RAILING DETAILS

CIVIL

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

C-001 ABBREVIATIONS AND LEGEND

C-101 SITE PLAN

C-102 GEOMETRIC CONTROL 1

C-103 GEOMETRIC CONTROL 2

C-104 GEOMETRIC CONTROL 3

C-105 GEOMETRIC CONTROL 4

C-106 POINT TABLES

C-107 LINE & CURVE TABLES

C-108 GRADING PLAN

C-109 GRADING PLAN 2

C-110 GRADING SECTIONS 1

C-111 GRADING SECTIONS 2

C-201 UTILITY PLAN

C-202 UTILITY PLAN 2

C-501 DETAILS 1

C-502 DETAILS 2

C-503 DETAILS 3

C-504 DETAILS 4

C-505 DETAILS 5

PLUMBING

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

PG001 PLUMBING NOTES AND LEGEND

P-101 PLUMBING PLAN

P-201 ENLARGED PLUMBING WATER PLAN

P-202 ENLARGED PLUMBING SANITARY PLAN

P-501 PLUMBING DETAILS

P-701 PLUMBING SCHEDULES

ELECTRICAL

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

E-001 ELECTRICAL COVER SHEET

E-100 ELECTRICAL SITE PLAN

E-200 ELECTRICAL POWER PLAN

E-201 ELECTRICAL ENLARGED POWER PLAN

E-202 ELECTRICAL SYSTEMS PLAN

E-203 ELECTRICAL POWER AND SYSTEMS PLAN -

MEZZANINE

E-204 LIGHTNING PROTECTION PLAN

E-300 ELECTRICAL LIGHTING PLAN

E-301 ENLARGED OFFICE LIGHTING PLAN

E-302 ELECTRICAL LIGHTING PLAN - MEZZANINE

E-400 ELECTRICAL ONE-LINE DIAGRAM

E-500 ELECTRICAL SCHEDULES

E-501 ELECTRICAL PANEL SCHEDULES

E-502 ELECTRICAL PANEL SCHEDULES

E-503 ELECTRICAL COMCHECK

E-600 ELECTRICAL DETAILS

E-601 LIGHTNING PROTECTION DETAILS

MECHANICAL

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

MG001 MECHANICAL NOTES AND LEGEND

M-101 MECHANICAL PLANS I

M-102 MECHANICAL PLANS II

M-501 MECHANICAL DETAILS I

M-502 MECHANICAL DETAILS II

M-503 MISCELLANEOUS MECHANICAL

M-701 MECHANICAL SCHEDULES

STRUCTURAL

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 GENERAL NOTES

S-004 GENERAL NOTES

S-010 TYPICAL SECTIONS AND SCHEDULES

S-011 TYPICAL SECTIONS

S-101 FOUNDATION PLAN

S-102 LEVEL 1 MEZZANINE FRAMING PLAN

S-111 ROOF FRAMING PLAN

S-201 FOUNDATION SECTIONS

S-301 FRAMING SECTIONS

S-302 FRAMIING SECTIONS

S-401 CMU WALL ELEVATIONS

LANDSCAPE

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

L-100 HARDSCAPE PLAN

L-101 HARDSCAPE LEGEND

L-102 HARDSCAPE DETAILS

L-200 PLANTING PLAN

STRUCTURAL, BLDG-2

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

2S-001 GENERAL NOTES

2S-002 GENERAL NOTES

2S-003 GENERAL NOTES

2S-010 TYPICAL SECTIONS AND

SCHEDULES

2S-101 FOUNDATION PLAN

2S-102 ROOF FRAMING PLAN

2S-201 FOUNDATION SECTIONS

2S-301 FRAMING SECTIONS

ARCHITECTURE, BLDG-2

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

2A-101 LEVEL 1 NOTES PLAN

2A-102 LEVEL 1 DIMENSION PLAN

2A-111 ROOF PLAN

2A-131 LEVEL 1 CEILING PLAN

2A-201 EXTERIOR BUILDING ELEVATIONS NORTH & SOUTH

2A-202 EXTERIOR BUILDING ELEVATIONS EAST & WEST

2A-301 BUILDING SECTIONS

2A-302 BUILDING SECTIONS 2

2A-311 EXTERIOR WALL SECTIONS

2A-401 ENLARGED PLANS

2A-402 ENLARGED PLUMBING PLANS

2A-411 KITCHEN ELEVATIONS

2A-412 LAUNDRY, MUD & BATH ROOM ELEVATIONS

PLUMBING, BLDG-2

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

2P-101 CREW QUARTERS PLUMBING WATER PLAN

2P-102 CREW QUARTERS PLUMBING SANITARY PLAN

2P-701 CREW QUARTERS PLUMBING SCHEDULES

MECHANICAL, BLDG-2

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

2M-101 CREW QUARTERS MECHANICAL PLANS

2M-102 CREW QUARTERS CONDENSATE PLAN

2M-701 CREW QUARTERS MECHANICAL SHCEDULES

ELECTRICAL, BLDG-2

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

2E-200 ELECTRICAL POWER PLAN

2E-201 ELECTRICAL SYSTEMS PLAN

2E-203 LIGHTNING PROTECTION PLAN

2E-300 ELECTRICAL LIGHTING PLAN

2E-500 ELECTRICAL SCHEDULES

2E-501 ELECTRICAL PANEL SCHEDULES

2E-503 ELECTRICAL COMCHECK

SHEET INDEX:

FIRE PROTECTION, BLDG-2

SHEET # SHEET NAME REV # REV. DATE REV. DESCRIPTION

2F-001 FIRE PROTECTION COVERSHEET

2F-200 FIRE PROTECTION PLAN

2F-500 FIRE PROTECTION DETAILS

(BID DEDUCTION 6)

SHEET

FIRE STATION PROJECT INFO:

BUILDING PERIMETER: 438' 7"

BUILDING FOOTPRINT: 8,190 SF

NUMBER OF STORIES (LEVELS): 1

*LEVEL 1 INCLUDES MEZZ. (IBC 505.2)

PROJECT DESCRIPTION:

GROSS FLOOR AREA: 8,608 SF (INCLUDING MEZZANINE)

NET SQUARE FOOTAGE: 7,325 SF (INCLUDING MEZZANINE)

BUILDING HEIGHT: 26' - 8"

OCCUPANCY CLASSIFICATION: MIXED: BUSINESS (B) & STORAGE (S-2)

CONSTRUCTION TYPE: ADMIN: VB; ENGINE BAYS: IIB

THIS PROJECT WILL CONSTRUCT A FIRE STATION CONSISTING OF AN ENGINE BAY AND SUPPORTING ADMINISTRATIVE AREA SEPARATED BY A 3 HR FIRE WALL AND APPROVED ACCOUTREMENTS PER NFPA SECTION 8.3 ON FIRE BARRIERS

CONSTRUCTION SHALL INCLUDE ALL INFRASTRUCTURE UPGRADES NECESSARY TO SUPPORT THE NEW FACILITY.

CONSTRUCTION WILL BE SLAB-ON-GRADE WITH CONTINUOUS EXTERIOR INSULATION AND METAL PANEL SIDING ON CMU WALLS IN ENGINE BAY PORTION OF THE FACILITY AND LUMBER CONSTRUCTION WITH GLULAM BEAMS, SIP PANEL ROOFING AND FIBER CEMENT SIDING IN THE ADMINISTRATIVE PORTION OF THE FACILITY. ALL ROOFING SHALL BE

STANDING SEAM METAL IN BOTH AREAS.

SITE IMPROVEMENTS WILL INCLUDE A NEW/IMPROVED GRAVEL DRIVE AREA, PRIVACY FENCING, ENTRANCE GATE, ABA

PATH, AND INFRASTRUCTURE UPGRADES TO SUPPORT THE NEW FACILITY.

CONSTRUCTION DESCRIPTION: ADMIN (B): WOOD FRAME WALLS AND WOOD ROOF - NON-SPRINKLER

ENGINE BAYS(IIB): CMU WALLS WITH METAL ROOF - NON-SPRINKLED

MODIFIED ALLOWABLE AREA: 36,500 SF

ACTUAL AREA (A)

NON-SPRINKLED ALLOWABLE AREA (AT = ANS)

MODIFIED ALLOWABLE AREA = AT + [ (ANS) x (Ff) ]

ALLOWABLE HEIGHT: 55 LF

CONDITION PERMITTING ONE EXIT:

NOT REQUIRED

COMMON PATH LIMIT (FT):

DEAD-END LIMIT (FT):

TRAVEL DISTANCE LIMIT (FT):

DOORS & FRAMED OPENINGS

STAIRWELLS

LEVEL COMPONENTS

STAIRS

NFPA 7.2.1.2.3.2

NFPA 7.2.2.2.1.2

NFPA 7.3.3.1

32" 36"

0.2" PER OCCUPANT

0.3" PER OCCUPANT

ADMIN AREA

3,451 SF

9,000 SF

N/A

MAXIMUM BUILDING HEIGHT

MAXIMUM NUMBER OF STORIES

55 LF

IBC 506.2

IBC 506.2.1

DESCRIPTION: FIRE STATION: ADMIN SPACE (B) & ENGINE BAYS (S-2)

CODE REFERENCE: IBC CHAPTER-3, SECTION 304.1 & 311.2

FIRE SUPPRESSION: NON-SPRINKLED

IBC 504.3

IBC 504.4

BUILDING DATA:

OCCUPANT LOAD BY BUILDING AREA CALCULATIONS (NFPA, IBC 302.1)

ROOM

NO.

OCCUPANT LOAD

FACTOR (SF/OCC)

NFPA 7.3.1.2

IBC 504.3

IBC 504.4

IBC 508.4

ROOM NAME

OCCUPANT

LOAD

AREA (SF)

OCCUPANCY

USE

LAV

REQUIRED PLUMBING FIXTURES IBC 2902.1

1/40

1/100

REQ.

ACTUAL

1/25

1/100

1/1000

NOTE:

1. ONE (1) SERVICE SINK IS REQUIRED

2. PER IPC 424.2 URINALS SHALL NOT EXCEED 50 % OF REQUIRED WATER

CLOSETS UNLESS 'EDUCATIONAL' OR 'ASSEMBLY' OCCUPANCIES WHERE

67% MAY BE SUBSTITUTED.

3. REQUIRED PLUMBING FIXTURES PER THIS CHART WILL MEET AND MAY

EXCEED THE CODE REQUIRED MINIMUM NUMBER OF FIXTURES

FIRE PROTECTION REQUIREMENTS AND DATA:

EGRESS PATH LIMITS:

EGRESS PATH WIDTHS:

ENGINE BAYS (INC. MEZZ.)

5,159 SF

17,500 SF

N/A

LIMIT

ACTUAL

LIMIT

ACTUAL

ADMIN AREA ENGINE BAYS

LIMIT

ACTUAL

MEZZANINE

BLDG.

OCC.

ADMIN.

(B)

77 OCC.

ENGINE

BAYS

(S-2)

27 OCC.

REQ.

ACTUAL

REQ.

ACTUAL

FIRE BLOCKING:

REQUIRED AS PER NFPA 5000.8.14.2; REFER TO AG107 FOR A DESCRIPTION OF THE REQUIREMENTS.

THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONSTRUCTING ALL COMBUSTIBLE

CONSTRUCTION WITH FIRE BLOCKING TO THE SATISFACTION OF THE AHJ

PROJECT CODE COMPLIANCE REFERENCES:

NATIONAL CODES AND STANDARDS

• 2018 IBC (INTERNATIONAL BUILDING CODE)

• 2018 IFC (INTERNATIONAL FIRE CODE)

• 2018 IMC (INTERNATIONAL MECHANICAL CODE)

• 2018 IPC (INTERNATIONAL PLUMBING CODE)

• 2018 IWUIC (INTERNATIONAL WILDLAND-URBAN INTERFACE CODE)

• 2018 IECC (INTERNATIONAL ENERGY CONSERVATION CODE)

• NFPA 13D - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2016 EDITION)

• NFPA 70 - NATIONAL ELECTRIC CODE (2017 EDITION)

• NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE (2016 EDITION)

• NFPA 101 – LIFE SAFETY CODE (2018 EDITION)

• NFPA 1142 - STANDARD ON WATER SUPPLIES FOR SUBURBAN AND RURAL FIREFIGHTING

• ABAAS (ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS)

• ACI

• AISC

• ASCE 7 - MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES

• ASHRAE 55 - THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY

• ASHRAE 62.1 - VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY

• ASHRAE 90.1 - ENERGY STANDARD FOR BUILDINGS, EXCEPT LOW-RISE RESIDENTIAL BUILDINGS

• ASTM

• INTERAGENCY SECURITY COMMITTEE - PHYSICAL SECURITY CRITERIA FOR FEDERAL FACILITIES

BLM STANDARDS

• BLM SUSTAINABLE BUILDINGS IMPLEMENTATION PLAN

• BLM MANUAL 1535 - SPACE MANAGEMENT

• BLM GUIDELINES FOR A QUALITY BUILT ENVIRONMENT

DOI STANDARDS

• DOI SPACE MANAGEMENT HANDBOOK

LAWS

• 40 USC §3312 - COMPLIANCE WITH NATIONALLY RECOGNIZED CODES

• ENERGY POLICY ACT OF 2005

• ENERGY INDEPENDENCE AND SECURITY ACT OF 2007

• ARCHITECTURAL BARRIERS ACT (ABA) OF 1968

EXECUTIVE ORDERS

• EXECUTIVE ORDER 13834 - EFFICIENT FEDERAL OPERATIONS

REGULATIONS

• 41 CFR PART 102-76 - SUBPART C - ARCHITECTURAL BARRIERS ACT

BUILDING ENVELOPE REQUIREMENTS:

BUILDING COMPONENT

ROOFS (INSULATION ABOVE DECK, BOTH BUILDINGS)

WALLS (WOOD-FRAMED, ADMIN & CREW QUARTERS)

WALLS (MASS, ENGINE BAY)

FENESTRATION (DOUBLE PANED, LOW-E, BOTH BUILDINGS)

UNHEATED SLAB-ON-GRADE FLOORS (BOTH BUILDINGS)

DOORS (OVERHEAD)

DOORS (EXTERIOR PERSONNEL)

PROPOSED

R-34

R-32

R-19

U-0.30

R-16

24" DEEP

R-17.5

R-15

BASELINE

R-30

R-19 & R-5ci

R-11.4

U-0.32

R-15

24" DEEP

R-2

(BASED ON TABLE 5.5-5 OF THE 2013 ASHRAE 90.1 IECC, CLIMATE ZONE 5B)

FIRE BARRIER (NFPA 101-8.3):

THREE HOUR RATING REQUIRED ALONG GRID "F" TO INCLUDE 3-HR FIRE RATED CMU CONSTRUCTION WITH NO ADDITIONAL REQUIREMENTS FOR WALL RATING AND ALL ASSOCIATED OTHER RATED ITEMS RATED FOR THE 3-HR WALL CLASSIFICATION ACCORDING TO THE ITEM - INCLUDING DOORS, DUCTS, PIPE PENETRATIONS, VENTS, ETC. PER NFPA 101-8.3

*MODIFIED ALLOWABLE AREA OF S-2 STORAGE REDUCED TO 5000 SF FROM THE IBC 506.2 VALUE BY IBC CHAPTER 4 SPECIAL CONDITIONS FOR THE STORAGE OF COMMERCIAL VEHICLES AND A 3-HR SEPARATION IS REQUIRED.

ACCUMULATIVE OCCUPANCYTOTAL NET SQUARE FOOT AREAS

NOTE:

NET SQUARE FOOTAGE TOTALS EXCLUDE

MECHANICAL, ELECTRICAL AND JANITORS CLOSETS

ALONG WITH COORIDORS, CLOSETS AND STAIRWELLS

58' - 4"

13 sec

33' - 11"

8 sec

45' - 10"

10 sec

36' - 6"

8 sec

41' - 5"

9 sec

41' - 6"

9 sec

CONTINUATION OF

MEZZ. PATH OF TRAVEL

42' - 0"

10 sec

42' - 0"

10 sec

LEVEL ONE - LIFE SAFETY

ADMIN. AREA(B) ENGINE BAYS(S-2)

OCCUPANCY: (77) OCCUPANTS (20) OCCUPANTS

IBC TABLE 1006.2

ACTUAL MAX. COMMON PATH: 55'-8" 23'-10"

ALLOWED CP: 75' 100'

IBC TABLE 1017.2

ACTUAL MAX. PATH OF TRAVEL: 82'- 11" 42'-0"

ALLOWED PT: 200' 200'

CONTINUATION OF MEZZ.

PATH OF TRAVEL

ENGINE BAY

MAX. PATH OF TRAVEL

MAX. COMMON

PATH-ADMIN

ADMIN AREA

MAX. PATH OF TRAVEL

41'-5" + (CP) 41'-6" = 82'-11"

MAX. COMMON

PATH-ENGINES

36' - 6"

8 sec

CP: 27'-0" @ NOSINGS

65' - 0"

15 sec

73' - 1"

17 sec

46' - 2"

11 sec

COMMON PATH

65'-0" + 27'-0" = 92'-0"

MAX. PATH OF TRAVEL

92'-0" (CP) + 73'-1" = 165'-1"

MEZZANINE LIFE SAFETY

OCCUPANCY: S-2 - (4) OCCUPANTS

IBC TABLE 1006.2

ACTUAL COMMON PATH: 92'-0"

ALLOWED CP: 100'

IBC TABLE 1017.2

ACTUAL MAX. PATH OF TRAVEL: 167'-4"

ALLOWED PT: 200'

SHORTEST EXIT ROUTE

4325 SF

ENGINE BAY (S-2)

3462 SF

ADMIN (B)

BUILDING GROSS SQUARE FOOTAGE

ADMIN (B) ENGINE BAYS (S-2)

TEMPORARY ADJUSTED SQUARE FOOTAGE

* MEZZ SHALL BE LIMITED TO 600 SF

B 3462 SF

S-2* 4325 SF + 600 = 4925 SF

TOTAL* = 8387 SF

TOTALS INCLUDE MEZZANINE AREA NOT SHOWN:

MEZZ = 824 SF (GROSS/NET)

B 3462 SF

S-2 4325 SF + 821 = 5146 SF

TOTAL = 8608 SF

ARCHITECTURE

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CODE ANALYSIS & GENERAL

INFORMATION

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

FIRE STATION "LEVEL 1" LIFE SAFETY PLAN

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

FIRE STATION "MEZZANINE" LIFE SAFETY PLAN

SCALE: 1/32" = 1'-0"

BULDING AREA DEFINITION

101 ENGINE BAYS 4300 SF GARAGE 200 SF 22

104 MEETING ROOM 134 SF ASSY W/O FIXED SEATING 15 SF 9

105 ENTRY 57 SF BUSINESS 150 SF 1

106 OFFICE 96 SF BUSINESS 150 SF 1

107 WORK AREA 375 SF CONC. BUSINESS 50 SF 8

108 TRAINING ROOM 501 SF ASSY W/O FIXED SEATING 15 SF 34

109 FITNESS ROOM 371 SF BUSINESS 50 SF 8

110 COMM 78 SF ACCESSORY 300 SF 1

111 BREAK ROOM 145 SF BUSINESS 150 SF 1

114 SHWR #4 (ABA) 56 SF CONC. BUSINESS 50 SF 2

115 SHWR #3 (ABA) 56 SF CONC. BUSINESS 50 SF 2

116 SHWR #2 (ABA) 56 SF CONC. BUSINESS 50 SF 2

117 SHWR #1 (ABA) 56 SF CONC. BUSINESS 50 SF 2

118 TOILET #1 (ABA) 56 SF CONC. BUSINESS 50 SF 2

119 TOILET #2 (ABA) 56 SF CONC. BUSINESS 50 SF 2

120 TOILET #3 (ABA) 56 SF CONC. BUSINESS 50 SF 2

121 TOILET #4 (ABA) 56 SF CONC. BUSINESS 50 SF 2

200 MEZZANINE 821 SF ACCESSORY 300 SF 3

7325 SF 104

F T

CREW QUARTERS PROJECT INFO:

BUILDING PERIMETER: 312' - 2"

BUILDING FOOTPRINT: 3,803 SF *EXCLUDES

COVERED PATIO FOOTPRINT

NUMBER OF STORIES (LEVELS): 1

PROJECT DESCRIPTION:

GROSS SQUARE FOOTAGE (GSF): 3,541 SF

NET SQUARE FOOTAGE: 3,357 SF

BUILDING HEIGHT: 19' - 8"

OCCUPANCY CLASSIFICATION: SINGLE: CONGREGATE LIVING (R-3)

CONSTRUCTION TYPE: VA

THIS PROJECT WILL CONSTRUCT A 8,621 GSF FIRE STATION CONSISTING OF AN ENGINE BAY AND SUPPORTING ADMINISTRATIVE AREA AND A 3,535 GSF CREW QUARTERS BUILDING TO INCLUDE ALL

INFRASTRUCTURE UPGRADES NECESSARY TO SUPPORT THE NEW FACILITIES.

CONSTRUCTION WILL BE SLAB-ON-GRADE WITH A INSULATED METAL PANELS ON CMU WALLS IN ENGINE BAY PORTION OF THE FACILITY AND TIMBER CONSTRUCTION WITH GLULAM BEAMS IN THE ADMINISTRATIVE

PORTION OF THE FACILITY. THE ROOF SHALL BE STANDING SEAM METAL IN BOTH AREAS.

SITE IMPROVEMENTS WILL INCLUDE A NEW/IMPROVED GRAVEL DRIVE AREA, PRIVACY FENCING, ENTRANCE GATE, ABA PATH, AND INFRASTRUCTURE UPGRADES TO SUPPORT THE NEW FACILITY.

CONSTRUCTION DESCRIPTION: WOOD FRAME WALLS WITH WOOD ROOF - SPRINKLED

MODIFIED ALLOWABLE AREA: UNLIMITED SF

ACTUAL AREA (A)

NON-SPRINKLERED ALLOWABLE AREA (AT = ANS)

MODIFIED ALLOWABLE AREA = AT + [ (ANS) x (Ff) ]

ALLOWABLE HEIGHT: 70 LF

CONDITION PERMITTING ONE EXIT:

NOT REQUIRED

COMMON PATH LIMIT (FT):

DEAD-END LIMIT (FT):

TRAVEL DISTANCE LIMIT (FT):

DOORS & FRAMED OPENINGS

STAIRWELLS

LEVEL COMPONENTS

STAIRS

NFPA 7.2.1.2.3.2

NFPA 7.2.2.2.1.2

NFPA 7.3.3.1

32" 36"

0.2" PER OCCUPANT

0.3" PER OCCUPANT

MAXIMUM BUILDING HEIGHT

MAXIMUM NUMBER OF STORIES

70 LF

IBC 506.2

IBC 506.2.1

DESCRIPTION: MULTIPLE BUNK ROOMS AND TOILET/SHOWER ROOMS

WITH COMMON SPACE KITCHEN AND AMENITIES

CODE REFERENCE: IBC CHAPTER-3, SECTION 304.1 & 311.2

FIRE SUPPRESSION: SPRINKLERED

IBC 504.3

IBC 504.4

BUILDING DATA:

ACTUAL OCCUPANT LOAD:

15 - FIRE CREW ON DUTY

20 - TYPICAL OFFICE STAFFING

35 - MAXIMUM OCCUPANT LOAD BY STAFFING PLAN

OCCUPANT LOAD BY BUILDING AREA CALCULATIONS (NFPA, IBC 302.1)

ROOM

NO.

OCCUPANT LOAD

FACTOR (SF/OCC)

NFPA 7.3.1.2

200 (G)

TOTAL OCCUPANT LOAD

IBC 504.3

IBC 504.4

IBC 508.4

ROOM NAME

CORRIDOR

LIVING & DINING

KITCHEN

STORAGE

LAUNDRY

MUDROOM

ELEC/COMM

JAN

ABA BEDROOM

ABA BATH

BATH #1

BEDROOM #1

BEDROOM #2

BEDROOM #3

BEDROOM #4

BEDROOM #5

BEDROOM #6

BEDROOM #7

BEDROOM #8

BEDROOM #9

BATH #2

BATH #3

MECH/ELEC

OCCUPANT

LOAD

AREA (SF)

OCCUPANCY

USE

RESIDENTIAL

LAV

REQUIRED PLUMBING FIXTURES IBC 2902.1

1/40

REQ.

ACTUAL

1/25 1/100

NOTE:

1. ONE (1) SERVICE SINK IS REQUIRED

2. PER IPC 424.2 URINALS SHALL NOT EXCEED 50 % OF REQUIRED WATER

CLOSETS UNLESS 'EDUCATIONAL' OR 'ASSEMBLY' OCCUPANCIES WHERE

67% MAY BE SUBSTITUTED.

3. REQUIRED PLUMBING FIXTURES PER THIS CHART WILL MEET AND MAY

EXCEED THE CODE REQUIRED MINIMUM NUMBER OF FIXTURES

FIRE PROTECTION REQUIREMENTS AND DATA:

EGRESS PATH LIMITS:

EGRESS PATH WIDTHS:

3782 SF

UNLIMITED SF

N/A

LIMIT

ACTUAL

MEZZANINE

BLDG.

OCC.

CREW

QUARTERS.

(R-3)

17 OCC.

REQ.

ACTUAL

REQ.

ACTUAL

SINGLE OCCUPANT

GROSS OCCUPANCY

GSF: 3,535

LOAD FACTOR: 200

3,535 / 200 = 17

NOTE: ALL NEW R OCCUPANCIES SHALL BE SPRINKLERED ACCORDING TO 903.2.6

GROSS SQUARE FOOTAGE

CREW QUARTERS

3541 SF

CREW QUARTERS

TOTALS INCLUDE ALL UTILITIES SPACES: (GROSS) 3541 SF

61' - 6"

14 sec

75' - 0"

17 sec

13' - 8"

3 sec

CREW QUARTERS LIFE SAFETY

OCCUPANCY: R-3 *SPRINKLERED

IBC TABLE 1006.2

ACTUAL COMMON PATH: 13'-8"

ALLOWED CP: 125'

IBC TABLE 1017.2

ACTUAL MAX. PATH OF TRAVEL: 75'-0"

ALLOWED PT: 250'

ARCHITECTURE

1/2 2/2

4 3

:48 :36

P M

CREW QUARTERS CODE

ANALYSIS

G-104

O R

O V

A D

A W

L A

N D

E S

T A

C R

E W

Q U

A R

T E R

, O

, N V

T O

O R

A U

O F

D M

A N

A G

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

2A-201

CREW QUARTERS "LEVEL 1" LIFE SAFETY PLAN

T O

O R

A U

O F

D M

A N

A G

N D

TIO

N E, O

O F

C-001

CIVIL

ABBREVIATIONS AND LEGEND

TRUE

NORTH

(OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP)

(WTR) (WTR) (WTR) (WTR)

COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

(WTR) (WTR) (WTR) (WTR) (WTR) (WTR)30.0' ROAD & UTILITY EASEMENT

BOOK 170, PAGE 379

' R O

O K

0, P

C &D

R C

O : 0

PARCEL LINE

PARCEL LINE18" RCP

PROPOSED

30.0' ROAD & UTILITY EASEMENT

24'

8.5'

95.3'

4.0'

48.0'

UNITS

APPROX. NATURAL

SITE CROWN

R25'

R25' R35'

52.5'

R15'

EX WASH

5.0' SW

(TYP)

R10'

20.0'

SECURITY

BUFFER

C U

HOSE DRYING RACK

(NOT IN CONTRACT)

35.0

RIM

20.0'

SECURITY

BUFFER

2" S

C H

6" C

DRAINAGE CHANNEL WILL OUTLET

INTO EXISTING DRAINAGE DITCH

ALONG SIDE THE ROADWAY

PARCEL

LINE

AREA OF DISTURBANCE

AREA OF

DISTURBANCE

AREA OF DISTURBANCE

R25' R25'

EX 4" WTR

UNITS

30' SLIDING

GATE

30' SLIDING

GATE

10' SLIDING

GATE

51'

S W

ZERO FACE CURB

TRANSITION TO

L CURB

TRANSITION TO

L CURB

EX WASH

25.0

BOTTOM

HINGE FOR

FUTURE GRAVEL

DRIVE SURFACE

HINGE FOR FUTURE

CONCRETE DRIVE SURFACE

6" C900 FW

18" RCP

EX 4" WTR

BID DEDUCTION 6

TYP

(SS) (SS)

(SS)

(O H

P) (O

H P)

(OHP)

(WTR)

T x x x x x x

COM COM COM

AREA OF

DISTURBANCE

T O

O R

A U

O F

D M

A N

A G

N D

TIO

N E, O

O F

1"=30'

C-101

GENERAL NOTES:

1. ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS

AND ELEVATIONS. EXISTING UTILITIES SHOWN ARE FROM THE BEST

AVAILABLE INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD

VERIFY LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING BUT NOT

LIMITED TO, THE WATER, FIRE, SANITARY SEWER, STORM SEWER,

COMMUNICATIONS, POWER, GAS, AND IRRIGATION PRIOR TO THE

COMMENCEMENT OF CONSTRUCTION. IF CONFLICTS ARE ENCOUNTERED IN

THE FIELD, THE CONTRACTOR IS TO NOTIFY THE COR, AND THE PROJECT

ENGINEER IMMEDIATELY.

2. CONTRACTOR MUST FOLLOW AND MAINTAIN STORM WATER POLLUTION

PREVENTION PLAN PREPARED BY S&B CHRIST CONSULTING, LLC. UNLESS

CONTRACTOR-PREPARED SWPPP APPROVED BY THE COR.

CIVIL

SITE PLAN

TRUE

NORTH

SEE SHEET C-105 FOR COMPLETE

NEW SANITARY SEWER ALIGNMENT

CONSTRUCTION NOTES

INSTALL NEW SANITARY SEWER MANHOLE, PER DETAIL 1, SHEET

C-505.

CONNECT 4" SANITARY SEWER TO 8" SANITARY SEWER PER DETAIL 6,

SHEET C-502.

INSTALL NEW 4" SANITARY SEWER CLEANOUT PER DETAIL 3, SHEET

C-502.

CONTRACTOR TO COORDINATE WITH HARNEY ELECTRIC TO BRING

POWER TO THE SITE.

SAWCUT AND REMOVE ASPHALT. PATCH BACK TO EXISTING

CONDITIONS PER DETAIL 5, SHEET C-501.

INSTALL NEW FIRE HYDRANT PER DETAIL 5, SHEET C-503.

INSTALL NEW ELECTRICAL POLE MOUNTED TRANSFORMER, SEE

ELECTRICAL PLANS.

ELECTRICAL EQUIPMENT, SEE ELECTRICAL PLANS.

INSTALL NEW GRAVEL DRIVING SURFACE PER DETAIL 4, SHEET

C-501.

INSTALL NEW ELECTRONIC CARD READER TO OPERATE THE SLIDING

GATE, SEE ELECTRICAL PLANS.

INSTALL NEW 7' CHAIN LINK PERIMETER FENCE PER DETAIL 1, SHEET

C-504 WITH 3 STRAND BARBED WIRE PER DETAIL 3, SHEET C-504.

NEW 6' SLATTED PRIVACY FENCE PER DETAILS 1 & 5, SHEET C-504.

(BLM PROVIDED, CONTRACTOR INSTALLED)

NEW PEDESTRIAN GATE PER DETAIL 4, SHEET C-504. (BLM PROVIDED,

CONTRACTOR INSTALLED)

INSTALL NEW SLIDING VEHICLE GATE PER DETAIL 6, SHEET C-504.

(BLM PROVIDED, CONTRACTOR INSTALLED)

INSTALL NEW POWER OPERATED SLIDING GATE PER DETAIL 2, SHEET

C-504.

12'X18' STORAGE SHED. LOCATION FOR FUTURE. (NOT IN CONTRACT)

CONSTRUCT 2' WIDE DRAINAGE SWALE PER DETAIL 8, SHEET C-501.

INSTALL STEEL BOLLARD PER DETAIL 3, SHEET C-501.

10'X20' TYPICAL VAN ACCESSIBLE ADA PARKING BAY PER DETAIL 1,

SHEET C-503.

BACKFILL AT EXISTING DRAINAGE DITCH PER GEOTECHNICAL

REPORT FOR ALL STRUCTURES AND RIGID PAVEMENT.

INSTALL NEW CONCRETE DRIVING SURFACE PER DETAIL 1, SHEET

C-501.

INSTALL VALVE PER DETAIL 2, SHEET C-502, AND CAP FOR FUTURE

CONNECTION PER DETAIL 4, SHEET C-502.

INSTALL NEW WATER VALVE PER DETAIL 2, SHEET C-502.

INSTALL NEW PEDESTRIAN GATE WITH PIV CARD READER FOR

ACCESS PER DETAIL 4, SHEET C-504.

INSTALL NEW LIGHTED FLAG POLE, SEE LANDSCAPE PLANS.

RELOCATE EXISTING WASH AND INSTALL LANDSCAPE RIPRAP.

FENCE MATERIAL TIED TO STAKES EMBEDDED IN EARTHWORK PER

DETAIL 7, SHEET C-504 TO PREVENT INTRUDER ACCESS AT SWALE

UNDER THE FENCE LINE.

INSTALL NEW PRECAST BUMPER BLOCK TYPICAL FOR ALL PARKING

STALLS PER DETAIL 3, SHEET C-503.

CONSTRUCT 5' WIDE CONCRETE SIDEWALK, PER DETAIL 2, SHEET

C-501

PROPOSED COMPACTED GRAVEL FOR ABA PATH. SEE LANDSCAPE

PLANS. CONTRACTOR TO ENSURE NO LONGITUDINAL SLOPES

EXCEED 4.5% NOR TRANSVERSE SLOPES EXCEED 1.9%.

CONNECT TO EXISTING SANITARY SEWER MANHOLE, PER DETAIL 6,

C-503.

INSTALL DOWNSPOUT FROM PROPOSED BUILDING ROOF. CONNECT

DOWNSPOUT TO 3" CORRUGATED PLASTIC DRAIN PIPE. EXTEND MIN

10' FROM FOUNDATION. DAYLIGHT TO GRADE.

INSTALL BLM MARQUEE, SEE ARCHITECTURAL PLANS.

INSTALL ABA SIDEWALK RAMP PER DETAIL 10, SHEET C-501.

INSTALL DETECTABLE WARNING STRIP TRUNCATED DOMES PER

DETAIL 7, SHEET C-501.

REDIRECT EXISTING WASH TO FLOW THROUGH NEW DRAINAGE

CHANNEL PER DETAIL 9, SHEET C-501.

CONSTRUCT 5' WIDE CONCRETE SPILLWAY FROM BASIN TO

DRAINAGE DITCH PER DETAIL 7, SHEET C-503.

CONTRACTOR TO COORDINATE WITH HUMBOLDT TELEPHONE TO

BRING SERVICE TO THE SITE.

CONTRACTOR TO OBTAIN PERMIT FROM HUMBOLDT COUNTY TO

WORK IN KUNKLE LANE.

IF BID DEDUCTION 6 IS EXERCISED THE BID DEDUCT 6 AREA SHOULD

BE GRADED TO SHEET FLOW TOWARD THE WEST AT A MAX 5%

GRADE.

IF BID DEDUCTION 6 IS EXERCISED STUB OUT ELECTRICAL CONDUIT

FOR FUTURE CONNECTION 3' BEYOND SIDEWALK SLAB EDGE.

(OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP)

(WTR) (WTR) (WTR) (WTR) (WTR) (WTR)

COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

(WTR) (WTR) (WTR) (WTR) (WTR) (WTR)

P10

P11 P12

P13

P18

P23

P24

P25 P26

P27

P28

P29

P83

P94

P95

P96

P97 P98

P99

P100

P101

P102P103 P104 P105

P158

P159 P160

P161 P162

P163

P164

P165P166

P167

P168

P178

P204

P205

P206

P208

P209

P218 P219

P220P221

P231

P232

P233

P240

P241

P242

P245P246

P247

P248

P249

P251

P252

L126

C17

C16

L125

C14

L124

C13

L123 C12

L122

L120

L74

C5 C4

L73

L72

L19

L18

L17

L16

L15

L12

L11

L10

P253

P254

P256

P273

T O

O R

A U

O F

D M

A N

A G

N D

TIO

N E, O

O F

1"=30'

C-102

GENERAL NOTES:

1. ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY

LOCATIONS AND ELEVATIONS. EXISTING UTILITIES SHOWN ARE FROM

THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY LOCATIONS AND ELEVATIONS OF

ALL UTILITIES, INCLUDING BUT NOT LIMITED TO, THE WATER, FIRE,

SANITARY SEWER, STORM SEWER, COMMUNICATIONS, POWER, GAS,

AND IRRIGATION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

IF CONFLICTS ARE ENCOUNTERED IN THE FIELD, THE CONTRACTOR IS

TO NOTIFY THE COR, AND THE PROJECT ENGINEER IMMEDIATELY.

2. CONTRACTOR MUST FOLLOW AND MAINTAIN STORM WATER

POLLUTION PREVENTION PLAN PREPARED BY S&B CHRIST

CONSULTING, LLC. UNLESS CONTRACTOR-PREPARED SWPPP

APPROVED BY THE COR.

3. POINTS WILL CONTROL IN CASE THERE IS A DIFFERENCE BETWEEN

MEASUREMENTS AND CONTROL POINTS. CONTRACTOR RESPONSIBLE

FOR VERIFYING THAT ADA REQUIREMENTS MET IN CASE OF CONFLICT

AND CONFIRMING WITH PROJECT INSPECTOR BEFORE CONTINUING

WITH WORK.

4. POINTS ARE PROVIDED TO FACILITATE SITE LAYOUT. SEE FULL SHEET

SET FOR BID DEDUCTIONS AND APPLY TO POINTS ACCORDINGLY.

CIVIL

GEOMETRIC CONTROL 1

TRUE

NORTH

FOR CONTROL POINTS

SEE SHEET C-104

FOR CONTROL POINTS

SEE SHEET C-103

HORIZONTAL AND VERTICAL DATUM:

THE HORIZONTAL DATUM USED FOR THIS SURVEY IS THE NAD-83 DATUM.

COORDINATE SYSTEM IS A MODIFIED GROUND COORDINATE SYSTEM

BASED ON THE NEVADA WEST STATE PLANE COORDINATE SYSTEM. TO

CONVERT TO STATE PLANE COORDINATES APPLY A SCALE FACTOR OF

0.9997497976 AT BM1 (POINT NUMBER 5001).

VERTICAL DATUM IS BASED ON BM4 (POINT NUMBER 5004), A SEH ORANGE

PLASTIC CAP ON A 5/8" REBAR. NAVD88 ELEVATION = 4314.14'.

BASIS OF BEARINGS IS BASED ON THE EAST LINE OF THE SE1/4, SEC. 34,

T43N, R37E, MONUMENTED BY 3.25" BLM BRASS CAPS (POINT NUMBER

5005, 5006), WHICH BEARS S00°19'49"E.

P84

P85 P86

P87 P88

P89 P90

P106

P107

P108

P109

P110 P111

P112

P113

P114

P115 P116

P117

P118

P119 P120

P121

P122

P123 P124 P125

P126 P127

P128

P129

P130

P131

P132

P133

P134 P135

P136 P137

P138P139

P140P141

P142

P143

P144

P145 P146

P147

P148 P149 P150

P151

P152

P153

P154

P155

P156

P157

P192

P193

P194

P195

P197

P198

P199

P200

P208

P209

P234P235P236 P237

P238

P239

L87

L86

L84

L83

L82

L81

L80

L79

L78

L67

L66

L65

L64 L63

L62

L61

L60

L59

L58

L57

L56 L55

L54 L53 C1

L52

L51

L50

L49

L48

L47 L46

L45

L44

L43

L42

L41 L40 L39

L38

L37

L36

L27

L26

L25

L24

L23

L22

L21

L20

P259

P260

P261

P262

P263 P264

P265

P268P269

T O

O R

A U

O F

D M

A N

A G

N D

TIO

N E, O

O F

C-103

CIVIL

GEOMETRIC CONTROL 2

1"=10'

TRUE

NORTH

HORIZONTAL AND VERTICAL DATUM:

THE HORIZONTAL DATUM USED FOR THIS SURVEY IS THE NAD-83 DATUM.

COORDINATE SYSTEM IS A MODIFIED GROUND COORDINATE SYSTEM

BASED ON THE NEVADA WEST STATE PLANE COORDINATE SYSTEM. TO

CONVERT TO STATE PLANE COORDINATES APPLY A SCALE FACTOR OF

0.9997497976 AT BM1 (POINT NUMBER 5001).

VERTICAL DATUM IS BASED ON BM4 (POINT NUMBER 5004), A SEH ORANGE

PLASTIC CAP ON A 5/8" REBAR. NAVD88 ELEVATION = 4314.14'.

BASIS OF BEARINGS IS BASED ON THE EAST LINE OF THE SE1/4, SEC. 34,

T43N, R37E, MONUMENTED BY 3.25" BLM BRASS CAPS (POINT NUMBER

5005, 5006), WHICH BEARS S00°19'49"E.

GENERAL NOTES:

1. ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY

LOCATIONS AND ELEVATIONS. EXISTING UTILITIES SHOWN ARE FROM

THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY LOCATIONS AND ELEVATIONS OF

ALL UTILITIES, INCLUDING BUT NOT LIMITED TO, THE WATER, FIRE,

SANITARY SEWER, STORM SEWER, COMMUNICATIONS, POWER, GAS,

AND IRRIGATION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

IF CONFLICTS ARE ENCOUNTERED IN THE FIELD, THE CONTRACTOR IS

TO NOTIFY THE COR, AND THE PROJECT ENGINEER IMMEDIATELY.

2. CONTRACTOR MUST FOLLOW AND MAINTAIN STORM WATER

POLLUTION PREVENTION PLAN PREPARED BY S&B CHRIST

CONSULTING, LLC. UNLESS CONTRACTOR-PREPARED SWPPP

APPROVED BY THE COR.

3. POINTS WILL CONTROL IN CASE THERE IS A DIFFERENCE BETWEEN

MEASUREMENTS AND CONTROL POINTS. CONTRACTOR RESPONSIBLE

FOR VERIFYING THAT ADA REQUIREMENTS MET IN CASE OF CONFLICT

AND CONFIRMING WITH PROJECT INSPECTOR BEFORE CONTINUING

WITH WORK.

4. POINTS ARE PROVIDED TO FACILITATE SITE LAYOUT. SEE FULL SHEET

SET FOR BID DEDUCTIONS AND APPLY TO POINTS ACCORDINGLY.

COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

P14

P15P16

P17 P19

P20

P21

P22

P23

P30

P31

P32

P33

P34

P35

P36

P37

P38

P39

P40

P41

P42

P43 P44

P45 P46

P47P48

P49P50

P51

P52

P53

P54

P55

P56

P57P58

P59

P60

P61

P62

P63

P64 P65

P66 P67

P68

P69

P70

P71

P72P73

P74 P75

P76

P77

P78 P79

P80

P81

P82

P91

P92

P93

P166

P183

P184

P185

P186 P187

P188

P207

P208

P210 P211

P212

P213

P243

P244

P250

C11

L121

C10

L119

L118 L117

L116

L115

L114

L113

L112

L111

L110

L109

L108

L107

L106

L105

L104

L103

L102

L101

L100

L99

L98

L97

L96

L95

L94

L93

L92

L91

L90

L89

L88

L77

L76

L75

L71

L70

L69

L68

L35

L34

L33

L32

L31

L30

L29

L28

L14

L13

P266

P267

P270

P271

P272

P273

T O

O R

A U

O F

D M

A N

A G

N D

TIO

N E, O

O F

C-104

CIVIL

GEOMETRIC CONTROL 3

1"=10'

TRUE

NORTH

HORIZONTAL AND VERTICAL DATUM:

THE HORIZONTAL DATUM USED FOR THIS SURVEY IS THE NAD-83 DATUM.

COORDINATE SYSTEM IS A MODIFIED GROUND COORDINATE SYSTEM

BASED ON THE NEVADA WEST STATE PLANE COORDINATE SYSTEM. TO

CONVERT TO STATE PLANE COORDINATES APPLY A SCALE FACTOR OF

0.9997497976 AT BM1 (POINT NUMBER 5001).

VERTICAL DATUM IS BASED ON BM4 (POINT NUMBER 5004), A SEH ORANGE

PLASTIC CAP ON A 5/8" REBAR. NAVD88 ELEVATION = 4314.14'.

BASIS OF BEARINGS IS BASED ON THE EAST LINE OF THE SE1/4, SEC. 34,

T43N, R37E, MONUMENTED BY 3.25" BLM BRASS CAPS (POINT NUMBER

5005, 5006), WHICH BEARS S00°19'49"E.

GENERAL NOTES:

1. ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY

LOCATIONS AND ELEVATIONS. EXISTING UTILITIES SHOWN ARE FROM

THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY LOCATIONS AND ELEVATIONS OF

ALL UTILITIES, INCLUDING BUT NOT LIMITED TO, THE WATER, FIRE,

SANITARY SEWER, STORM SEWER, COMMUNICATIONS, POWER, GAS,

AND IRRIGATION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

IF CONFLICTS ARE ENCOUNTERED IN THE FIELD, THE CONTRACTOR IS

TO NOTIFY THE COR, AND THE PROJECT ENGINEER IMMEDIATELY.

2. CONTRACTOR MUST FOLLOW AND MAINTAIN STORM WATER

POLLUTION PREVENTION PLAN PREPARED BY S&B CHRIST

CONSULTING, LLC. UNLESS CONTRACTOR-PREPARED SWPPP

APPROVED BY THE COR.

3. POINTS WILL CONTROL IN CASE THERE IS A DIFFERENCE BETWEEN

MEASUREMENTS AND CONTROL POINTS. CONTRACTOR RESPONSIBLE

FOR VERIFYING THAT ADA REQUIREMENTS MET IN CASE OF CONFLICT

AND CONFIRMING WITH PROJECT INSPECTOR BEFORE CONTINUING

WITH WORK.

4. POINTS ARE PROVIDED TO FACILITATE SITE LAYOUT. SEE FULL SHEET

SET FOR BID DEDUCTIONS AND APPLY TO POINTS ACCORDINGLY.

(SS) (SS)

(SS)

(SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS) (SS)

(O H

P) (O

H P)

(O H

P) (O

H P)

(O H

P) (O

H P)

(OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP)

(WTR) (WTR) (WTR) (WTR) (WTR) (WTR) (WTR) (WTR) (WTR)

T x x x x x x x x x x x x x x x x x x x x

COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

(WTR) (WTR) (WTR)

P4 P5

P23 P25 P26

P27

P28

P29

P158

P159 P160

P161P166

P178

P201

P202 P203

P204

P205

P206

P208

P209

P227

P228 P229

P230

P242

P245P246

P247

P248

P5004

P253

P254 P256

P273

T O

O R

A U

O F

D M

A N

A G

N D

TIO

N E, O

O F

1"=60'

C-105

CIVIL

GEOMETRIC CONTROL 4

TRUE

NORTH

HORIZONTAL AND VERTICAL DATUM:

THE HORIZONTAL DATUM USED FOR THIS SURVEY IS THE NAD-83 DATUM.

COORDINATE SYSTEM IS A MODIFIED GROUND COORDINATE SYSTEM

BASED ON THE NEVADA WEST STATE PLANE COORDINATE SYSTEM. TO

CONVERT TO STATE PLANE COORDINATES APPLY A SCALE FACTOR OF

0.9997497976 AT BM1 (POINT NUMBER 5001).

VERTICAL DATUM IS BASED ON BM4 (POINT NUMBER 5004), A SEH ORANGE

PLASTIC CAP ON A 5/8" REBAR. NAVD88 ELEVATION = 4314.14'.

BASIS OF BEARINGS IS BASED ON THE EAST LINE OF THE SE1/4, SEC. 34,

T43N, R37E, MONUMENTED BY 3.25" BLM BRASS CAPS (POINT NUMBER

5005, 5006), WHICH BEARS S00°19'49"E.

GENERAL NOTES:

1. ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY

LOCATIONS AND ELEVATIONS. EXISTING UTILITIES SHOWN ARE FROM

THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY LOCATIONS AND ELEVATIONS OF

ALL UTILITIES, INCLUDING BUT NOT LIMITED TO, THE WATER, FIRE,

SANITARY SEWER, STORM SEWER, COMMUNICATIONS, POWER, GAS,

AND IRRIGATION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

IF CONFLICTS ARE ENCOUNTERED IN THE FIELD, THE CONTRACTOR IS

TO NOTIFY THE COR, AND THE PROJECT ENGINEER IMMEDIATELY.

2. CONTRACTOR MUST FOLLOW AND MAINTAIN STORM WATER

POLLUTION PREVENTION PLAN PREPARED BY S&B CHRIST

CONSULTING, LLC. UNLESS CONTRACTOR-PREPARED SWPPP

APPROVED BY THE COR.

3. POINTS WILL CONTROL IN CASE THERE IS A DIFFERENCE BETWEEN

MEASUREMENTS AND CONTROL POINTS. CONTRACTOR RESPONSIBLE

FOR VERIFYING THAT ADA REQUIREMENTS MET IN CASE OF CONFLICT

AND CONFIRMING WITH PROJECT INSPECTOR BEFORE CONTINUING

WITH WORK.

4. POINTS ARE PROVIDED TO FACILITATE SITE LAYOUT. SEE FULL SHEET

SET FOR BID DEDUCTIONS AND APPLY TO POINTS ACCORDINGLY.

Point Table

Point #

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

P24

P25

Surface Elevation

4313.39

4314.28

4316.00

4314.50

4322.46

4325.13

4316.00

4316.18

4317.06

4317.50

4316.34

4319.76

4320.63

Northing

15603954.08

15603957.02

15603941.50

15603962.21

15603969.28

15603944.22

15603944.76

15603949.32

15603941.60

15603923.61

15603915.34

15603911.79

15603906.81

15603794.48

15603786.51

15603794.54

15603936.50

15603788.84

15603779.58

15603774.84

15603617.05

15603616.87

15603615.89

Easting

2841169.85

2841202.92

2841207.13

2841219.00

2841604.32

2841703.61

2841215.68

2841350.34

2841358.60

2841359.21

2841351.49

2841246.69

2841241.86

2841241.46

2841233.46

2841214.60

2841206.60

2841207.11

2841239.11

2841244.34

2841296.34

2841322.24

2841198.32

2841433.66

2841498.28

Description

RCP INV OUT

CONC SPILLWAY

CONC POND RIM

POND RIM

CONC POND RIM

FL LP

Point Table

Point #

P26

P27

P28

P29

P30

P31

P32

P33

P34

P35

P36

P37

P38

P39

P40

P41

P42

P43

P44

P45

P46

P47

P48

P49

P50

Surface Elevation

4321.58

4322.48

4324.00

4322.90

4318.43

4318.70

4318.43

4318.70

4318.43

4318.55

4318.68

4318.69

4318.15

4318.69

4318.68

4318.60

4318.70

Northing

15603616.08

15603686.86

15603838.95

15603953.19

15603738.59

15603710.63

15603764.07

15603738.08

15603710.58

15603683.08

15603655.59

15603655.58

15603669.10

15603697.84

15603722.33

15603764.08

15603770.07

15603765.08

15603696.84

15603655.59

Easting

2841597.09

2841653.10

2841656.97

2841656.31

2841253.32

2841266.78

2841253.32

2841266.29

2841253.29

2841286.34

2841299.34

2841280.32

2841285.32

2841266.82

2841298.82

2841285.82

2841253.82

Description

FL HP

FL LP

CONC

DSPOUT

BLDG

Point Table

Point #

P51

P52

P53

P54

P55

P56

P57

P58

P59

P60

P61

P62

P63

P64

P65

P66

P67

P68

P69

P70

P71

P72

P73

P74

P75

Surface Elevation

4318.70

4318.42

4318.70

4318.32

4318.22

4318.14

4318.70

4318.09

4318.08

4317.99

4317.98

4318.10

4318.00

4318.38

4317.98

4317.99

4318.35

4318.45

4318.16

4318.06

Northing

15603710.59

15603691.62

15603696.80

15603677.75

15603672.71

15603668.60

15603668.61

15603672.71

15603677.75

15603672.71

15603677.75

15603651.73

15603651.70

15603679.73

15603669.73

15603661.73

15603685.73

15603759.08

Easting

2841253.82

2841266.82

2841251.07

2841299.32

2841285.86

2841316.19

2841321.19

2841316.19

2841321.19

2841322.24

2841323.19

2841343.16

2841343.20

2841323.20

2841321.19

2841316.19

2841321.19

Description

BLDG

AC PAD

CONC

BC ZERO

FL HP

CONC PARK

BC ZERO

Point Table

Point #

P76

P77

P78

P79

P80

P81

P82

P83

P84

P85

P86

P87

P88

P89

P90

P91

P92

P93

P94

P95

P96

P97

P98

P99

P100

Surface Elevation

4317.82

4317.92

4317.86

4317.76

4320.09

4320.00

4321.34

4322.60

4323.90

4323.55

4323.15

4322.59

4322.99

4323.10

4323.50

4320.92

4321.32

4321.82

4322.36

4323.06

4322.39

4321.87

4323.64

4322.89

4323.06

Northing

15603765.08

15603770.08

15603765.08

15603730.56

15603705.56

15603730.55

15603755.03

15603755.06

15603783.06

15603826.14

15603651.68

15603671.56

15603681.56

15603656.56

15603621.80

15603596.80

15603597.23

15603632.23

15603642.23

Easting

2841321.19

2841316.19

2841321.19

2841374.08

2841399.08

2841427.33

2841452.33

2841452.37

2841432.42

2841452.42

2841432.41

2841452.41

2841404.08

2841414.08

2841427.32

2841452.32

2841452.29

2841427.29

2841511.29

2841476.29

2841476.32

Description

BC ZERO

GRAVEL

CONC PARK

GRAVEL

CONC

GRAVEL

CONC

Point Table

Point #

P101

P102

P103

P104

P105

P106

P107

P108

P109

P110

P111

P112

P113

P114

P115

P116

P117

P118

P119

P120

P121

P122

P123

P124

P125

Surface Elevation

4323.40

4323.69

4323.64

4325.20

4325.09

4325.06

4323.35

4323.25

4322.85

4322.95

4324.89

4325.07

4325.08

4325.20

4325.50

4325.20

4325.08

4325.20

4325.27

Northing

15603642.26

15603662.26

15603662.23

15603680.49

15603680.47

15603740.96

15603764.95

15603769.94

15603765.04

15603770.07

15603765.06

15603826.14

15603826.13

15603810.22

15603810.20

15603815.07

15603797.56

15603797.58

15603805.16

15603805.18

15603745.94

15603745.85

15603745.83

Easting

2841483.97

2841483.89

2841476.24

2841491.31

2841496.27

2841496.32

2841496.33

2841452.39

2841452.40

2841432.42

2841432.41

2841496.45

2841501.45

2841501.42

2841507.48

2841507.50

2841513.64

2841507.44

2841507.47

2841501.41

2841501.28

2841524.82

2841529.82

Description

CONC

GRAVEL

ABA PATH

ABA

CONC

Point Table

Point #

P126

P127

P128

P129

P130

P131

P132

P133

P134

P135

P136

P137

P138

P139

P140

P141

P142

P143

P144

P145

P146

P147

P148

P149

P150

Surface Elevation

4325.50

4325.30

4325.20

4325.30

4325.20

4325.26

4325.50

4325.26

4325.50

4325.26

4325.50

4325.26

4325.50

4325.34

4325.50

4325.19

4323.12

4325.29

4325.50

Northing

15603757.51

15603745.68

15603740.68

15603750.16

15603750.14

15603757.48

15603757.53

15603763.53

15603763.48

15603793.21

15603793.17

15603798.22

15603798.27

15603818.88

15603824.88

15603842.61

15603847.61

15603847.59

15603920.53

15603925.32

15603920.32

Easting

2841524.82

2841529.82

2841573.79

2841573.77

2841578.30

2841583.30

2841578.33

2841566.34

2841578.35

2841566.34

2841578.43

2841578.45

2841566.34

2841578.59

2841566.34

2841578.59

2841578.63

2841570.48

2841583.65

2841452.40

2841558.23

2841563.23

2841521.51

Description

CONC

BLDG

Point Table

Point #

P151

P152

P153

P154

P155

P156

P157

P158

P159

P160

P161

P162

P163

P164

P165

P166

P167

P168

P178

P183

P184

P185

P186

P187

P188

Surface Elevation

4325.50

4323.81

4315.88

4326.73

4326.94

4321.07

4323.43

4322.49

4320.68

4316.40

4322.97

4322.66

4326.65

4318.61

4318.43

4318.48

4318.31

4318.25

4318.21

Northing

15603920.32

15603824.88

15603757.57

15603826.13

15603680.17

15604063.46

15604064.57

15603624.00

15603624.74

15603652.23

15603651.80

15603624.80

15603625.68

15603651.80

15603637.31

15603567.24

15603692.76

15603706.31

15603708.31

15603756.31

15603757.43

15603761.27

Easting

2841570.46

2841566.29

2841513.68

2841521.51

2841534.41

2841200.57

2841663.97

2841666.52

2841488.98

2841489.10

2841441.03

2841199.00

2841452.76

2841451.76

2841661.41

2841302.73

2841312.92

2841309.22

2841311.22

2841313.31

2841313.15

Description

BLDG

HAZMAT

FENCE

GATE CONTROL

WTR

WTR VALVE

WTR TEE

FW TEE

FW VALVE

Point Table

Point #

P192

P193

P194

P195

P197

P198

P199

P200

P201

P202

P203

P204

P205

P206

P207

P208

P209

P210

P211

P212

P213

P218

P219

P220

P221

Surface Elevation

4324.96

4324.71

4324.46

4325.37

4325.11

4325.00

4324.89

4325.32

0.00

4314.68

4319.16

4321.24

4318.13

4322.60

4325.23

4321.81

4322.29

4321.78

4321.49

4321.75

4321.38

4321.12

Northing

15603748.83

15603809.36

15603917.55

15603917.56

15603751.05

15603567.02

15603604.68

15603603.17

15603601.66

15603600.99

15603600.56

15603694.77

15603735.62

15603820.82

15603720.06

15603719.98

15603709.15

15603709.23

15603573.86

15603573.87

15603595.86

Easting

2841587.04

2841590.82

2841594.68

2841572.73

2841587.06

2841591.50

2841596.02

2841506.13

2840385.34

2840423.32

2840775.32

2841125.31

2841326.09

2841421.91

2841328.19

2841421.88

2841507.08

2841396.40

2841419.73

2841419.69

2841396.36

2841396.07

2841406.08

2841405.75

2841395.91

Description

FW TEE

FW VALVE

WTR 90

FW TEE

FW VALVE

FLAG

SS EX MH

SS MH1

SS MH2

SS MH3

SS LATERAL

SS MH4

SS CO

CONC

SAWCUT

Point Table

Point #

P227

P228

P229

P230

P231

P232

P233

P234

P235

P236

P237

P238

P239

P240

P241

P242

P243

P244

P245

P246

P247

P248

P249

P250

P251

Surface Elevation

0.00

4323.46

4323.70

4324.48

4325.20

4324.98

4323.98

4322.63

4322.24

4321.48

4321.35

4321.24

4320.75

4318.11

4317.48

4323.92

4323.79

4314.32

4316.00

4314.25

4318.11

4323.40

Northing

15603577.99

15603577.87

15603596.47

15603652.21

15603682.73

15603712.80

15603740.46

15603767.57

15603927.60

15603937.60

15603943.69

15604063.98

15603667.23

15603770.08

15603675.20

15603675.25

15603957.44

15603944.62

15603956.60

15603667.24

15603652.23

Easting

2840391.75

2840417.83

2840417.91

2840391.75

2841495.40

2841495.53

2841495.66

2841495.77

2841489.09

2841459.02

2841419.02

2841419.03

2841310.95

2841323.19

2841586.98

2841572.26

2841205.47

2841211.51

2841200.37

2841309.15

2841481.65

Description

SAWCUT

FENCE NC

PED GATE NC

FENCE NC

PED GATE NC

FENCE NC

WTR VALVE

ABA PATH

FW VALVE

WTR VALVE

CONC SPILLWAY

FW VALVE

PED GATE

Point Table

Point #

P252

P253

P254

P256

P259

P260

P261

P262

P263

P264

P265

P266

P267

P268

P269

P270

P271

P272

P273

P5001

P5002

P5003

P5004

P5005

P5006

Surface Elevation

0.00

4324.50

4323.00

4324.84

4324.94

4324.55

4324.63

4324.37

4324.30

4318.04

4318.19

4325.05

4325.33

4318.25

4318.56

4318.63

4318.60

4351.01

4261.40

4352.84

4314.14

4329.56

4323.02

Northing

15603553.61

15603680.23

15603951.72

15603915.55

15603919.55

15603746.83

15603750.83

15603746.83

15603763.27

15603759.27

15603923.32

15603756.31

15603726.31

15603696.31

15603770.08

15599476.31

15602285.85

15599471.67

15603629.41

15602260.45

15604907.56

Easting

2841398.53

2841640.49

2841452.49

2841597.94

2841593.94

2841592.60

2841596.60

2841315.23

2841587.06

2841523.51

2841313.31

2841303.22

2841254.32

2842623.63

2836435.43

2842723.54

2841094.45

2841674.36

2841659.11

Description

ELEC CONNECTION

HINGE

BOLLARD

FW 90

FW VALVE

FW 90

SS CO

HINGE

84 NEV HWY DPT 3.5BC KEYED IN

82 KEYED IN

84 NEV HWY DPT 4BC KEYED IN

84 SEH CP OPC SW COR APPROX 5AC BOX

82 SE34 3.25BC BLM 1954

82 E/4 3.25BC BLM 1955

Control Point Table

Point #

P5001

P5002

P5003

P5004

Surface Elevation

4351.01

4261.40

4352.84

4314.14

Northing

15599476.31

15602285.85

15599471.67

15603629.41

Easting

2842623.63

2836435.43

2842723.54

2841094.45

Description

84 NEV HWY DPT 3.5BC KEYED IN

82 KEYED IN

84 NEV HWY DPT 4BC KEYED IN

84 SEH CP OPC SW COR APPROX 5AC BOX

T O

O R

A U

O F

D M

A N

A G

N D

TIO

N E, O

O F

C-106

CIVIL

POINT TABLES

GENERAL NOTES:

1. POINTS ARE PROVIDED TO FACILITATE SITE LAYOUT. SEE FULL SHEET

SET FOR BID DEDUCTIONS AND APPLY TO POINTS ACCORDINGLY.

Line Table

Line #

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

Length

13.0

5.0

10.0

126.4

158.5

25.6

40.0

27.7

30.5

6.4

440.6

463.4

437.8

242.0

27.0

11.7

11.4

27.5

177.5

67.3

4.2

95.4

49.0

94.2

7.8

Direction

N0° 00' 00.00"E

N0° 00' 08.91"E

N0° 00' 06.90"E

N0° 00' 07.24"E

N90° 00' 00.00"W

N0° 14' 15.77"E

S89° 45' 44.23"E

S0° 19' 53.37"E

N89° 51' 45.71"E

N0° 12' 20.32"E

N89° 47' 26.61"W

S0° 00' 00.00"E

N90° 00' 00.00"W

N0° 00' 00.00"E

N89° 45' 44.23"W

N0° 00' 00.00"E

N90° 00' 00.00"E

N0° 00' 00.00"E

N90° 00' 00.00"W

S0° 00' 00.00"E

N90° 00' 00.00"W

Line Table

Line #

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

Length

68.6

52.6

32.0

41.2

13.0

68.2

32.0

54.5

13.0

55.0

56.2

5.0

24.0

12.2

5.0

44.0

15.9

6.2

7.6

6.1

4.9

6.1

59.2

20.7

Direction

S0° 00' 00.00"E

N90° 00' 00.00"E

N90° 00' 00.00"W

S0° 00' 00.00"E

N90° 00' 00.00"W

S0° 00' 00.00"E

N90° 00' 00.00"E

N0° 00' 00.00"E

N90° 00' 00.00"E

N0° 00' 00.00"E

N0° 07' 20.62"E

N0° 07' 24.23"E

N89° 57' 37.14"E

S89° 52' 48.81"E

S89° 59' 55.11"E

S0° 07' 11.19"W

S89° 47' 39.68"E

S0° 12' 20.32"W

N90° 00' 00.00"W

S0° 12' 20.32"W

N89° 47' 39.68"W

S89° 47' 39.68"E

S0° 07' 24.23"W

S0° 22' 29.89"W

Line Table

Line #

L51

L52

L53

L54

L55

L56

L57

L58

L59

L60

L61

L62

L63

L64

L65

L66

L67

L68

L69

L70

L71

L72

L73

L74

L75

Length

29.7

7.3

44.0

23.5

11.7

12.0

12.1

12.2

17.7

8.2

97.4

77.5

10.8

23.3

60.5

30.0

34.8

13.2

Direction

N0° 09' 52.22"E

N0° 12' 20.32"E

S89° 48' 19.41"E

S89° 46' 29.60"E

N0° 00' 00.78"W

S0° 00' 00.78"W

S89° 47' 39.68"E

N89° 47' 41.01"W

S89° 47' 39.68"E

N89° 47' 38.67"W

N90° 00' 00.00"E

N0° 08' 52.14"E

N90° 00' 00.00"W

N90° 00' 00.00"E

N0° 12' 20.32"E

S89° 47' 36.19"E

N0° 12' 20.32"E

S0° 12' 20.32"W

S89° 47' 39.68"E

N89° 47' 39.68"W

N0° 00' 00.00"E

N0° 05' 04.08"W

S0° 02' 43.51"W

N90° 00' 00.00"E

Line Table

Line #

L76

L77

L78

L79

L80

L81

L82

L83

L84

L85

L86

L87

L88

L89

L90

L91

L92

L93

L94

L95

L96

L97

L98

L99

L100

Length

19.9

60.9

69.1

94.4

20.0

13.0

5.0

10.0

43.1

20.0

24.5

28.2

34.5

50.9

97.3

20.0

28.0

20.0

10.0

8.0

3.0

5.0

8.0

73.3

Direction

N0° 00' 00.00"E

S89° 59' 18.46"E

S89° 49' 42.17"E

N0° 00' 15.98"W

N90° 00' 00.00"E

N90° 00' 00.00"W

N0° 03' 43.63"E

N0° 18' 15.62"E

N0° 01' 57.00"E

S0° 00' 51.06"E

S89° 54' 17.92"E

N0° 05' 42.08"E

N90° 00' 00.00"W

N0° 00' 07.23"E

N89° 59' 52.77"W

N89° 59' 53.16"W

N90° 00' 00.00"W

N0° 05' 42.08"E

S89° 54' 17.92"E

S0° 00' 00.00"E

S0° 00' 23.90"W

S0° 00' 02.60"E

Line Table

Line #

L101

L102

L103

L104

L105

L106

L107

L108

L109

L110

L111

L112

L113

L114

L115

L116

L117

L118

L119

L120

L121

L122

L123

L124

L125

Length

6.0

5.0

6.0

81.3

5.0

21.0

5.0

28.2

16.9

13.5

28.0

13.5

5.0

26.3

52.0

15.5

142.2

18.9

112.3

104.9

18.0

135.3

Direction

S0° 00' 00.00"E

S90° 00' 00.00"E

N0° 00' 00.00"E

N0° 00' 00.05"W

N0° 00' 00.00"E

N90° 00' 00.00"E

S0° 00' 00.00"E

N90° 00' 00.00"E

N90° 00' 00.00"W

N0° 00' 00.00"E

N90° 00' 00.00"E

N90° 00' 00.00"W

N79° 37' 42.52"W

N90° 00' 00.00"W

N34° 22' 28.78"W

N0° 12' 20.32"E

N90° 00' 00.00"W

S0° 12' 20.32"W

S88° 03' 35.23"W

S1° 56' 24.77"E

N88° 03' 35.23"E

Line Table

Line #

L126

Length

49.8

Direction

S80° 36' 25.39"W

Curve Table

Curve #

C10

C11

C12

C13

C14

C16

C17

Length

7.1

14.9

23.6

55.0

39.3

15.7

39.3

12.6

12.5

7.7

12.6

103.7

385.6

Radius

4.5

9.5

15.0

35.0

25.0

10.0

25.0

8.0

5.0

8.0

186.8

3719.3

Delta

90.00

90.14

90.00

89.97

90.00

90.21

89.79

87.85

90.00

31.81

5.94

Chord Direction

N45° 12' 22"E

N45° 09' 59"E

N45° 00' 00"W

S45° 00' 00"W

S45° 00' 00"E

N45° 00' 00"E

S45° 00' 51"W

N45° 00' 00"W

N44° 53' 50"W

S45° 06' 10"W

S44° 07' 58"W

S43° 03' 35"W

S46° 56' 27"E

N75° 50' 00"W

S88° 56' 57"W

Chord Length

6.4

13.4

21.2

49.5

35.4

14.1

35.3

35.4

11.3

6.9

11.3

102.4

385.4

T O

O R

A U

O F

D M

A N

A G

N D

TIO

N E, O

O F

C-107

CIVIL

LINE & CURVE TABLES

GENERAL NOTES:

1. POINTS ARE PROVIDED TO FACILITATE SITE LAYOUT. SEE FULL SHEET

SET FOR BID DEDUCTIONS AND APPLY TO POINTS ACCORDINGLY.

C &D

R C

O : 0

EXISTING WASH

(OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP)x x

(WTR) (WTR) (WTR) (WTR) (WTR) (WTR)

COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

(WTR) (WTR) (WTR) (WTR) (WTR) (WTR)(4315')

(4320')

(4325')

(4314')

(4316')

(4317')

(4318')

(4319')

(4321') (4322')

(4323') (43

(4326')

(4327')

8' ) (4329')

5')

9')

1')

3')

4')

4310'

4316'

4310'

4316'

'43

4320'

4318'

4319'

4321'

15+40

10+00 11+00 12+00 13+00 14+00 15+00

10+00

3.2%

1.2%

4.6%

3.2%

1.0

1.0%1.6%

1.9% 2.3%

48.0%48.0%

AREA OF DISTURBANCE

2.0%

1.7%1.7%

1.7%

4.8%

3.7%

3.5%

6.6%

2.0%

4.4%

HINGE FOR

FUTURE GRAVEL

DRIVE SURFACE

HINGE FOR FUTURE

CONCRETE DRIVE SURFACE

4.0%

10+00

10+85 10+00

2.2%

T O

O R

A U

O F

D M

A N

A G

N D

TIO

N E, O

O F

1"=30'

C-108

CIVIL

GRADING PLAN

TRUE

NORTH

SEE ENLARGED PLANS

SHEET C-102

QUANTITIES:

(ESTIMATED - TO BE VERIFIED BY THE CONTRACTOR)

CUT = 5,626.30 CU YD

FILL = 5,212.30 CU YD

NET CUT/FILL = 413.0 CU YD <CUT>

AREA OF DISTURBANCE = 267,000 SQ FT

GENERAL NOTES:

1. ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING

UTILITY LOCATIONS AND ELEVATIONS. EXISTING UTILITIES

SHOWN ARE FROM THE BEST AVAILABLE INFORMATION. IT

IS THE…

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File details come from the government source that posted it. Updated Apr 15, 2025.