B08_Attach_1_SOW_EX_2_Project_Drawings_Doyle_Fire_Station.pdf

PDF 17 MB Posted Jun 21, 2023

Attached to: Susanville/Doyle Interagency Fire Station Construc Federal contract opportunity
Solicitation number: 140L1223B0001
Issued by: Department of the Interior Bureau of Land Management California Region

About this file

Written by GovTribe AI · Dec 20, 2023

This file contains project drawings for the Susanville/Doyle Interagency Fire Station construction opportunity issued by the Bureau of Land Management under solicitation number 140L1223B0001. The drawings provide details for the construction of a new interagency fire station to be located in Susanville, California to serve the Bureau of Land Management and other local fire response agencies. The solicitation requests proposals for a design-build contract to complete the station according to the specifications and drawings in the attached file by December 2023. Offerors should have experience in fire station design and construction for government clients.

View the file

Other files for this federal contract opportunity

Other files attached to Susanville/Doyle Interagency Fire Station Construc, newest first.
File	Type	Posted
B09_Amend_02_Section_J_-_Attachment_4_-_Office_Trailer_Information_0002.pdf	PDF	Jul 24, 2023
B09_Amend_02_Revised_Section_J_0002.pdf	PDF	Jul 24, 2023
Sol_140L1223B0001_Amd_0002.pdf	PDF	Jul 24, 2023
B09_Amend_0002_Revised_Response_to_Question_17_0002.docx	DOCX document	Jul 24, 2023
B09_Amend_0001_Questions_and_Answers_0001.docx	DOCX document	Jul 19, 2023
B09_Amend_0001_Site_Visit_Sign_in_Sheet_0001.pdf	PDF	Jul 19, 2023
B03_Attach_2_Wage_Determination_CA20230007_Rev_15_30_June_2023_0001.pdf	PDF	Jul 19, 2023
B09_Amend_0001_B08_Attach_1_SOW_EX_6_Draft_SWPPP_Vol_3_0001.docx	DOCX document	Jul 19, 2023
Sol_140L1223B0001_Amd_0001.pdf	PDF	Jul 19, 2023
B09_Amend_0001_Revised_Pages_0001.pdf	PDF	Jul 19, 2023
B09_Amend_0001_B08_Attach_1_SOW_EX_6_Draft_SWPPP_Vol_2_0001.docx	DOCX document	Jul 19, 2023
B09_Amend_0001_B08_Attach_1_SOW_EX_6_Draft_SWPPP_Vol_1_0001.docx	DOCX document	Jul 19, 2023
B09_Amend_0001_B08_Attach_1_SOW_EX_6_Draft_SWPPP_Vol_4_0001.docx	DOCX document	Jul 19, 2023
B09_Amend_0001_B08_Attach_1_Statement_of_Work_Revised_19_Jul_2023_0001.docx	DOCX document	Jul 19, 2023
B08_Attach_1_SOW_EX_3_Supplemental_Specifications_Doyle_Fitness_Center.pdf	PDF	Jun 21, 2023
B03_Attach_2_Wage_Determination_CA20230007_Rev_12_5_May_2023.pdf	PDF	Jun 21, 2023
B08_Attach_3_Pricing_Schedule.xlsx	XLSX spreadsheet	Jun 21, 2023
B08_Attach_1_Statement_of_Work.pdf	PDF	Jun 21, 2023
B08_Attach_1_SOW_EX_4_Supplemental_Drawings_Doyle_Fitness_Center.pdf	PDF	Jun 21, 2023
Sol_140L1223B0001.pdf	PDF	Jun 21, 2023
B08_Attach_1_SOW_EX_5__As-Builts_Drawings.pdf	PDF	Jun 21, 2023
B08_Attach_1_SOW_EX_1_Project_Specifications_Doyle_Fire_Station.pdf	PDF	Jun 21, 2023

Show all 22

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Pr oj ec t #

Ch ec ke d

Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

Pr oj ec t S ta tu s Iss ue D at e

T O

O R

A U

O F

D M

A N

A G

Dr aw n By

TIO

H-

-3

A N

D D

E G

A D

D O

E, C A

M ar ch

, 2

-0

-T

O0 8-

$N V-

Fo r C on st ru ct io n

STATE REFERENCE MAP VICINITY MAP

PROJECT LOCATION

PROJECT

LOCATION

G-101

GENERAL

COVER SHEET

SITE INFO

LAND OWNER: BUREAU OF LAND MANAGEMENT

AREA: 3 ACRES

LATITUDE/LONGITUDE: 40°01'36.97"N, 120°06'17.48"W

DOYLE

RADE R

LASSEN

O U

TY 361

BLM CONTACTS

CONTRACTING OFFICER

MATTHEW GILGER

BLM NATIONAL OPERATIONS CENTER

DENVER FEDERAL CENTER

BLDG 50, OC-664, PO BOX 25047

DENVER, CO 80225

MGILGER@BLM.GOV

NEVADA BLM ASSISTANT STATE ENGINEER

KELINA WONG

KMWONG@BLM.GOV

FINANCIAL BLVD

RENO, NV 89502

OFFICE: (775) 861-6562

CELL: (775) 447-4327

ARCHITECT:

S&B CHRIST CONSULTING

JOHN SCHAAF, NCARB, AIA

1259 LAKE PLAZA DRIVE, SUITE 280

COLORADO SPRINGS, CO 80906

(719)-576-1639

MECH/PLUMBING ENGINEER

S&B CHRIST CONSULTING

SPENCER BRITTION, PE

1259 LAKE PLAZA DRIVE, SUITE 280

COLORADO SPRINGS, CO 80906

(719)-576-1639

CIVIL ENGINEER:

S&B CHRIST CONSULTING

BRIAN CHRIST, PE

9555 HILLWOOD DRIVE, SUITE 160

LAS VEGAS, NV 89134

(702)-202-6004

ELECTRICAL ENGINEER

IMEG

MARK ZAPPANTI, PE

7600 E. ORCHARD RD, SUITE 250-S

GREENWOOD VILLAGE, CO 80111

(303)-796-6087

STRUCTURAL ENGINEER

IMEG

KYLE JACKSON, PE

1400 GLENARM PLACE, SUITE 101

DENVER, CO 80202

(303)867-3340

LANDSCAPE ARCHITECT

SPURLOCK

BRAD LENTS, RLA

2122 HANCOCK ST

SAN DIEGO, CA 92110

(619)-681-0090 X106

PROJECT DIRECTORY

J.C

SHEET

AutoCAD SHX Text

SUSANVILLE/DOYLE FIRE STATION

AutoCAD SHX Text NORTHERN CALIFORNIA DISTRICT OFFICE IDIQ CONTRACT NO. 140L0621D0006 APN: 141-220-50-11

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text U.

AutoCAD SHX Text S.

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text M

AutoCAD SHX Text a

AutoCAD SHX Text r

AutoCAD SHX Text c

AutoCAD SHX Text h

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

LOS ANGELES

AutoCAD SHX Text

SAN FRANCISO

AutoCAD SHX Text

SAN DIEGO

AutoCAD SHX Text

BARSTOW

AutoCAD SHX Text

SANTA BARBARA

AutoCAD SHX Text

FRESNO

AutoCAD SHX Text

MONTEREY

AutoCAD SHX Text

BISHOP

AutoCAD SHX Text

SACRAMENTO

AutoCAD SHX Text

PACIFIC OCEAN

AutoCAD SHX Text

NEVADA

AutoCAD SHX Text

EUREKA

AutoCAD SHX Text

REDDING

AutoCAD SHX Text

NEEDLES

AutoCAD SHX Text

SOUTH LAKE TAHOE

AutoCAD SHX Text

CRESCENT CITY

AutoCAD SHX Text

ALTURAS

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text

MEXICO

AutoCAD SHX Text

CALIFORNIA

AutoCAD SHX Text

SAN JOSE

AutoCAD SHX Text Call

AutoCAD SHX Text Know what's BELOW. CALL 811 before you dig.

AutoCAD SHX Text

DIG ALERT

AutoCAD SHX Text

S B

C C

P ro je ct

C h e ck ed B y

D ra w n

B y

P ro je ct

S ta tu s

Is su e D at e

GENERAL

3/2 9/2

3 1

1:5 9:3

0 A M

G-102

S U

S A

N V

L E D

O Y

L E F

E S

O N

H-

U S-

5 A

-0

-T

O0 8-

$N V-

Ch ec ke r

Au th or

T O

O R

A U

O F

D M

A N

A G

INDEX OF DRAWINGS

CIVIL

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

C-001 LEGEND AND ABBREVIATIONS

C-100 DEMO PLAN

C-101 SITE PLAN

C-102 GRADING PLAN

C-103 GRADING SECTIONS

C-104 UTILITY PLAN

C-105 GEOMETRIC CONTROL

C-106 LINE AND POINT TABLES

C-107 SUB SLAB DEPRESSURIZATION PLAN

C-200 SITE DETAILS

C-201 UTILITY DETAILS

C-202 FENCE DETAILS

C-203 CIVIL DETAILS

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-005 GENERAL NOTES

S-006 GENERAL NOTES

S-101 FOUNDATION PLAN

S-102 LEVEL 1 MEZZANINE FRAMING PLAN

S-111 ROOF FRAMING PLAN

S-201 FOUNDATION SECTIONS

S-202 TYPICAL SECTIONS AND SCHEDULES

S-203 TYPICAL SECTIONS

S-301 FRAMING SECTIONS

S-302 FRAMIING SECTIONS

S-401 CMU WALL ELEVATIONS

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 INTERIOR CASEWORK ELEVATIONS

A-412 INTERIOR PLUMBING AREA ELEVATIONS

A-501 EXTERIOR DETAILS

A-502 INTERIOR DETAILS

A-503 CEILING DETAILS

A-504 ROOF DETAILS

A-505 STAIR & RAILING DETAILS

PLUMBING

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

PG001 NOTES AND LEGEND

P-101 PLAN

P-201 WATER PLAN

P-202 SANITARY PLAN

P-501 DETAILS

P-701 SCHEDULES

MECHANICAL

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

MG001 NOTES AND LEGEND

M-101 PLANS I

M-102 PLANS II

M-501 DETAILS I

M-502 DETAILS II AND CALCULATIONS

M-701 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 SYSTEMS PLAN

E-202 ELECTRICAL POWER AND SYSTEMS PLAN - MEZZANINE

E-203 ENLARGED POWER PLAN

E-204 LIGHTNING PROTECTION PLAN

E-300 ELECTRICAL LIGHTING PLAN

E-301 ENLARGED OFFICE LIGHTING PLAN

E-302 ELECTRICAL LIGHTING PLAN - MEZZANINE

E-303 ELECTRICAL COMCHECK

E-400 ELECTRICAL ONE-LINE DIAGRAM

E-500 ELECTRICAL SCHEDULES

E-501 ELECTRICAL SCHEDULES

E-502 ELECTRICAL PANEL SCHEDULES

E-600 ELECTRICAL DETAILS

E-601 LIGHTNING PROTECTION DETALS

GENERAL

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

G-101 COVER PAGE

G-102 INDEX OF DRAWINGS

G-103 CODE ANALYSIS & GENERAL INFORMATION

LANDSCAPE

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

L-100 HARDSCAPE PLAN

L-101 HARDSCAPE DETAILS

L-102 HARDSCAPE DETAILS

L-201 PLANTING PLAN

L-202 PLANTING DETAILS

* SHEETS AG103 AND AG104 ARE NOT USED

R ev is io n Is su e

Re v.

De sc rip tio n

Da te

SHEET

jschaaf 20190103 PJ.cdr

R F

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: 8,612 SF (INCLUDING MEZZANINE)

NET SQUARE FOOTAGE: 8,354 SF (INCLUDING MEZZANINE)

BUILDING HEIGHT: 26' - 8"

OCCUPANCY CLASSIFICATION:

CONSTRUCTION TYPE:

THIS PROJECT WILL CONSTRUCT AN 8,621 GSF FIRE STATION CONSISTING OF AN ENGINE BAY AND SUPPORTING ADMINISTRATIVE AREA TO 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(VB): NON-SPRINKLERED, WOOD FRAME WALLS AND ROOF

ENGINE BAYS & SHOP(IIB): NON-SPRINKLERED, CMU WALLS WITH METAL ROOF

MODIFIED ALLOWABLE AREA: 29,500 SF

ACTUAL AREA (A)

NON-SPRINKLERED ALLOWABLE AREA (AT = ANS) TABLE 506.2

MODIFIED ALLOWABLE AREA = AT + [ (ANS) x (Ff) ] 506.2.2

ALLOWABLE HEIGHT: 55 LF

CONDITION PERMITTING ONE EXIT (NFPA 101):

B OCCUPANCY - 38.2.4.2 F-1 OCCUPANCY - 40.2.4.1.2 S-2 OCCUPANCY - 42.2.4.1(1)

COMMON PATH LIMIT (FT):

DEAD-END LIMIT (FT):

TRAVEL DISTANCE LIMIT (FT):

DOORS & FRAMED OPENINGS

STAIRS

CORRIDORS

NFPA 7.2.1.2.3.2 IBC 1010.1.1

NFPA 7.2.2.2.1.2 IBC 1011.2

NFPA 38.2.3.2 IBC TABLE 1020.2

32" 36" 44"

ADMIN AREA

3,394 SF

9,000 SF

N/A

MAXIMUM BUILDING HEIGHT

MAXIMUM NUMBER OF STORIES

55 LF

SHOP

406 SF

15,500 SF

N/A

DESCRIPTION: FIRE STATION: ADMIN SPACE (B), ENGINE BAYS (S-2) & SHOP (F-1)

CODE REFERENCE: OCCUPANCIES

FIRE SUPPRESSION: NON-SPRINKLERED

IBC 504.3

IBC 504.4

BUILDING DATA:

TYPICAL OCCUPANT LOAD:

(NOT USED FOR CALCULATIONS)

15 - FIRE CREW ON DUTY

20 - TYPICAL OFFICE STAFFING

35 - OCCUPANT LOAD BY STAFFING PLAN

OCCUPANT LOAD BY BUILDING AREA CALCULATIONS (NFPA)

ROOM

NO.

OCCUPANT LOAD

FACTOR (SF/OCC)

NFPA 7.3.1.2

150 (G)

200 (G)

300 (G)

100 (G)

15 (N)

150 (G)

50 (G) OR ACTUAL

15 (N)

150 (G)

300 (G)

150 (G)

300 (G)

50 (G) OR ACTUAL

300 (G)

IBC 311.3

IBC 504.4

ROOM NAME

CORRIDOR

ENGINE BAYS

COMPRESSOR CLOSET

TOOL STORAGE

SHOP

MEETING ROOM

ENTRY

OFFICE

WORK AREA

TRAINING ROOM

OPEN OFFICE

COMM ROOM

BREAK ROOM

ELECTRICAL ROOM

MECHANICAL ROOM

JANITOR

SHOWER #4 (ABA)

SHOWER #3

SHOWER #2

SHOWER #1

TOILET #1

TOILET #2

TOILET #3

TOILET #4 (ABA)

MEZZANINE

TOTAL NET AREA

101C

112E

112M

OCCUPANT

LOAD

(NFPA)

AREA (SF)

8,354

OCCUPANCY

USE

(NFPA)

BUSINESS

GARAGE

ACCESSORY

INDUSTRIAL

ASSY W/O FIXED SEATS

BUSINESS

CONC. BUSINESS

ASSY W/O FIXED SEATS

BUSINESS

ACCESSORY

BUSINESS

ACCESSORY

CONC. BUSINESS

ACCESSORY

LAV

REQUIRED PLUMBING FIXTURES IBC 2902.1

1/40

1/100

REQ.

ACTUAL

1/25

1/100

1/1000

1/400

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

4. * THIS FIXTURE COUNT MEETS THE REQUIREMENT FOR TOTAL OCCUPANCY

LOAD, AND THE MOST STRINGENT OCCUPANCY(B).

FIRE PROTECTION REQUIREMENTS AND DATA:

EGRESS PATH LIMITS:

EGRESS PATH WIDTHS:

IBC 304.1

IBC 504.4

ENGINE BAYS & MEZZ.

4,297 SF

5,000 SF

N/A

LIMIT

ACTUAL

LIMIT

ACTUAL

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

LIMIT

ACTUAL

SHOP (F-1)

BLDG.

OCC.

ADMIN.

(B)

O.L. 23

ENGINE

BAYS

(S-2)

O.L. 24

SHOP

(F-1)

O.L. 3

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)

• 2019 CBC (CALIFORNIA BUILDING CODE)

• 2018 IFC (INTERNATIONAL FIRE CODE)

• 2018 IMC (INTERNATIONAL MECHANICAL CODE)

• 2019 CPC (CALIFORNIA PLUMBING CODE)

• 2018 IWUIC (INTERNATIONAL WILDLAND-URBAN INTERFACE CODE)

• 2018 IECC (INTERNATIONAL ENERGY CONSERVATION CODE)

• NFPA 70 - NATIONAL ELECTRIC CODE (2017 EDITION)

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

• NFPA 101 – LIFE SAFETY CODE (2018 EDITION)

• 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

• SECRETARY OF THE INTERIOR’S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES

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

IBC 306.2

IBC 504.4

OCCUPANCY & FIRE AREA SEPARATIONS:

FIRE AREAS CONST. TYPE OCCUPANCY RATING REQUIRED BETWEEN FIRE AREAS (HOURS)

ENG. BAY: S-2 ADMIN: B SHOP: F-1

ENGINE BAYS IIB S-2 - 2 3

ADMIN VB B 2 - 3

SHOP IIB F-1 3 3 -

CBC TABLE 707.3.10

ADMIN AREA (B) ENGINE BAYS & MEZZ. (S-2) SHOP (F-1)

ADMIN: IV-B; ENGINE BAYS & SHOP: II-B

ALL AREAS

B C D

34' - 2"

8 sec

22' - 7"

5 sec

45' - 10"

10 sec

36' - 9"

8 sec

CONT. OF MEZZ.

PATH OF TRAVEL

65' - 4"

15 sec

LEVEL ONE - LIFE SAFETY

OCCUPANCY:

IBC TABLE 1006.2

ACTUAL COMMON PATH:

MAXIMUM COMMON PATH:

IBC TABLE 1017.2

ACTUAL PATH OF TRAVEL:

MAXIMUM PATH OF TRAVEL:

CONT. OF MEZZ.

PATH OF TRAVEL

ENGINE BAY

PATH OF

TRAVEL

COMMON PATH

SHOP SPACE PATH OF TRAVEL

17'-8" + (CP) 22'-7" = 40'-3"

17' - 8"

4 sec

29' - 9"

7 sec

24' - 9"

6 sec

49' - 11"

11 sec

IN THE CASE OF A FIRE

THIS DOOR SHALL

REMAIN CLOSED

ADMIN. AREA(B)

34'-2" 75'

58' - 11" 200'

ENGINE BAYS(S-2)

29' 100'

65' - 4" 200'

SHOP SPACE (F-1)

22' - 7" 100'

40' - 3" 200'

103' - 9 11/16"

75' - 5 3/4"

83' - 7 1/2"

/1 6"

COMMON PATH

B C D

CP: 27'-0" @ NOSINGS

65' - 0"

15 sec

COMMON PATH

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

MAX. PATH OF TRAVEL

92'-0" (CP) + 36'-9" = 128'-9"

MEZZANINE LIFE SAFETY

OCCUPANCY:

IBC TABLE 1006.2

ACTUAL COMMON PATH:

MAXIMUM COMMON PATH:

IBC TABLE 1017.2

ACTUAL PATH OF TRAVEL

MAXIMUM PATH OF TRAVEL

S-2

92' 100'

102' 200'

36' - 9"

8 sec

3946 SF

ENGINE BAY (S-2)

3451 SF

ADMIN (B)

BUILDING GROSS SQUARE FOOTAGE

ADMIN (B)

ENGINE BAY (S-2)

SHOP (F-1)

GROSS AREA & OCCUPANT LOAD CALCULATIONS

GSF OCC FACTOR OCC LOAD

EB 3946 GSF S-2 200 20

MEZZ 824 GSF S-2 200 4

SHOP 389 GSF F-1 100 3

ADMIN 3451 GSF B 150 23

TOTAL 8610 GSF - - 50

389 SF

SHOP (F-1)

S B

C C

P ro je ct

C h e ck ed B y

D ra w n

B y

P ro je ct

S ta tu s

Is su e D at e

ARCHITECTURE

3/2 8/2

3 1

0:3 2:5

0 A M

G-103

S U

S A

N V

L E D

O Y

L E F

E S

O N

H-

U S-

5 A

E, C

-0

-T

O0 8-

$N V-

Ch ec ke r

Au th or

T O

O R

A U

O F

D M

A N

A G

CODE ANALYSIS & GENERAL

INFORMATION

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

LEVEL 1 LIFE SAFETY PLAN

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

MEZZ LIFE SAFETY PLAN

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

BULDING AREA DEFINITION

R ev is io n Is su e

Re v.

De sc rip tio n

Da te

SHEET

jschaaf 20190103 PJ.cdr

GAS

WTR

ELEC

(SS)

(ELEC)

(WTR)

COM

Pr oj ec t #

Ch ec ke d

Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

Pr oj ec t S ta tu s Iss ue D at e

T O

O R

A U

O F

D M

A N

A G

Dr aw n By

TIO

H-

-3

A N

D D

E G

A D

D O

E, C A

M ar ch

, 2

-0

-T

O0 8-

$N V-

Fo r C on st ru ct io n

C-001

CIVIL

LEGEND AND ABBREVIATIONS

TRUE

NORTH

J.C

SHEET

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

CONCRETE WALKWAY AND DRIVEWAY

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

NEW BOLLARD

AutoCAD SHX Text

EX FENCE

AutoCAD SHX Text

TRASH ENCLOSURE

AutoCAD SHX Text

NEW GAS

AutoCAD SHX Text

NEW WATER

AutoCAD SHX Text

NEW ELECTRICAL

AutoCAD SHX Text

EX SANITARY SEWER

AutoCAD SHX Text

NEW SANITARY SEWER

AutoCAD SHX Text

EX WATER

AutoCAD SHX Text

EX OVER HEAD ELECTRICAL

AutoCAD SHX Text

NEW FENCE

AutoCAD SHX Text

ELECTRIC VEHICLE CHARGING STATION

AutoCAD SHX Text

NEW TRANSFORMER

AutoCAD SHX Text

NEW AREA LIGHTING (SEE ELECTRICAL PLANS)

AutoCAD SHX Text

LEACHFIELD

AutoCAD SHX Text

ADA COMPACTED GRAVEL

AutoCAD SHX Text

NEW COMMUNICATIONS

AutoCAD SHX Text

KEYNOTE INDICATOR

AutoCAD SHX Text

DETAIL INDICATOR

AutoCAD SHX Text

DIMENSION

AutoCAD SHX Text

MATCHLINE

AutoCAD SHX Text

MATCHLINE

AutoCAD SHX Text

SEE XX/XXX

AutoCAD SHX Text

REVISION INDICATOR (SHOWN WITH CLOUD)

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

REFERENCE DRAWING NUMBER

AutoCAD SHX Text

SECTION NUMBER

AutoCAD SHX Text

REFERENCE DRAWING NUMBER

AutoCAD SHX Text

DRAWING SYMBOLS

AutoCAD SHX Text

KEYNOTE INDICATOR, LEVEL 2

AutoCAD SHX Text

KEYNOTE INDICATOR, LEVEL 3

AutoCAD SHX Text

DRAWING TITLE BLOCK

AutoCAD SHX Text

GRAPHIC (BAR) SCALE

AutoCAD SHX Text

CD1

AutoCAD SHX Text

CD1

AutoCAD SHX Text

CD1

AutoCAD SHX Text

NORTH ARROW

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

CD1

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text ABBREVIATIONS & AND AND ANGLE ANGLE °DEGREES Δ DELTA DELTA DIAMETER " INCH(ES) INCH(ES) ' FOOT / FEET FOOT / FEET A/C AIR CONDITIONING AIR CONDITIONING A/E ARCHITECT / ENGINEER ARCHITECT / ENGINEER AB ANCHOR BOLT ANCHOR BOLT ABAN ABANDON(ED) ABANDON(ED) ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE AC ASPHALTIC CONCRETE ASPHALTIC CONCRETE ACP ASBESTOS CEMENT PIPE ASBESTOS CEMENT PIPE ADA AMERICANS WITH DISABILITIES AMERICANS WITH DISABILITIES ACT ADDL ADDITIONAL ADDITIONAL AGG AGGREGATE AGGREGATE ALT ALTERNATE ALTERNATE ANSI AMERICAN NATIONAL STANDARDS AMERICAN NATIONAL STANDARDS INSTITUTE APPD APPROVED APPROVED APN ASSESSOR PARCEL NUMBER ASSESSOR PARCEL NUMBER APPROX APPROXIMATE APPROXIMATE ASCE AMERICAN SOCIETY OF CIVIL AMERICAN SOCIETY OF CIVIL ENGINEERS ASME AMERICAN SOCIETY MECHANICAL AMERICAN SOCIETY MECHANICAL ENGINEERS ASPE AMERICAN SOCIETY PLUMBING AMERICAN SOCIETY PLUMBING ENGINEERS ASPH ASPHALT ASPHALT ASSN ASSOCIATION ASSOCIATION ASSY ASSEMBLY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING AMERICAN SOCIETY FOR TESTING AND MATERIALS AUX AUXILIARY AUXILIARY AVE AVENUE AVENUE AWG AMERICAN WIRE GAUGE AMERICAN WIRE GAUGE BC BACK OF CURB BACK OF CURB BCR BEGINNING OF CURB RETURN BEGINNING OF CURB RETURN BE BELL END BELL END BLDG BUILDING BUILDING BLM BUREAU OF LAND MANAGEMENT BUREAU OF LAND MANAGEMENT BLVD BOULEVARD BOULEVARD BM BENCHMARK BENCHMARK BOT BOTTOM BOTTOM BOS BOTTOM OF STEP BOTTOM OF STEP BRG BEARING BEARING BV BALL VALVE BALL VALVE BVC BEGINNING OF VERTICAL CURVE BEGINNING OF VERTICAL CURVE BW BOTH WAYS BOTH WAYS C&G CURB & GUTTER CURB & GUTTER CATV CABLE TELEVISION CABLE TELEVISION CB CATCH BASIN CATCH BASIN CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CF CUBIC FEET CUBIC FEET CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CHDPEP CORRUGATED HIGH DENSITY CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CI CURB INLET CURB INLET CIP CAST IRON PIPE CAST IRON PIPE CIPP CURED-IN-PLACE PIPE CURED-IN-PLACE PIPE CIR CIRCLE CIRCLE CENTERLINE CENTERLINE CL2 CHLORINE CHLORINE CLR CLEAR CLEAR CLSM CONTROLLED LOW-STRENGTH CONTROLLED LOW-STRENGTH MATERIAL CM CENTIMETER CENTIMETER CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CO CLEAN OUT CLEAN OUT COMM COMMUNICATION COMMUNICATION CON CONCENTRIC CONCENTRIC CONC CONCRETE CONCRETE CONST CONSTRUCT / CONSTRUCTION CONSTRUCT / CONSTRUCTION CONT CONTINUE OR CONTINUOUS CONTINUE OR CONTINUOUS COORD COORDINATE COORDINATE CPLG COUPLING COUPLING CPVC CHLORINATED POLYVINYL CHLORINATED POLYVINYL CHLORIDE PIPE CT COURT COURT CTR CENTER CENTER CTV CABLE TELEVISION CABLE TELEVISION CU CUBIC CUBIC CU FT CUBIC FEET CUBIC FEET CU IN CUBIC INCH CUBIC INCH CU YD CUBIC YARD CUBIC YARD CY CUBIC YARD CUBIC YARD CYL CYLINDER CYLINDER DCSWCS DESIGN AND CONSTRUCTION DESIGN AND CONSTRUCTION STANDARDS FOR WASTEWATER COLLECTION SYSTEMS, LATEST EDITION DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DEV DEVELOPMENT DEVELOPMENT DG DECOMPOSED GRANITE DECOMPOSED GRANITE DI DROP INLET DROP INLET DIA DIAMETER DIAMETER DIAG DIAGONAL DIAGONAL DIM DIMENSION DIMENSION DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DIST DISTANCE DISTANCE DIV DIVISION DIVISION DL DEAD LOAD DEAD LOAD DR DRIVE DRIVE DTL DETAIL DETAIL DWG DRAWING DRAWING DWY DRIVEWAY DRIVEWAY E EAST / EASTING EAST / EASTING EA EACH EACH ECC ECCENTRIC ECCENTRIC ECR END OF CURB RETURN END OF CURB RETURN EF EACH FACE EACH FACE EFF EFFLUENT EFFLUENT EG EXISTING GRADE EXISTING GRADE ELEC ELECTRICAL ELECTRICAL ELEV ELEVATION ELEVATION EMBK EMBANKMENT EMBANKMENT ENGR ENGINEER ENGINEER E0P EDGE OF PAVEMENT EDGE OF PAVEMENT EPA ENVIRONMENTAL PROTECTION ENVIRONMENTAL PROTECTION AGENCY EQUIP EQUIPMENT EQUIPMENT ESMT EASEMENT EASEMENT EST ESTIMATE ESTIMATE EVC END OF VERTICAL CURVE END OF VERTICAL CURVE EW EACH WAY EACH WAY EX EXISTING EXISTING EXC EXCAVATE EXCAVATE FABR FABRICATION / FABRICATED FABRICATION / FABRICATED FC FACE OF CURB FACE OF CURB FD FLOOR DRAIN FLOOR DRAIN FEMA FEDERAL EMERGENCY FEDERAL EMERGENCY MANAGEMENT AGENCY FF FINISH FLOOR FINISH FLOOR FG FINISHED GRADE FINISHED GRADE FH FIRE HYDRANT FIRE HYDRANT FIG FIGURE FIGURE FL FLOW LINE FLOW LINE FLG FLANGE FLANGE FM FORCE MAIN FORCE MAIN FND FOUND FOUND FO FIBER OPTIC FIBER OPTIC FPC FLEXIBLE PIPE COUPLING FLEXIBLE PIPE COUPLING FPM FEET PER MINUTE FEET PER MINUTE FPVC FUSIBLE POLYVINYL CHLORIDE FUSIBLE POLYVINYL CHLORIDE FPS FEET PER SECOND FEET PER SECOND FRP FIBERGLASS REINFORCED FIBERGLASS REINFORCED POLYMER FT FOOT / FEET FOOT / FEET FTG FOOTING FOOTING FUT FUTURE FUTURE GA GAUGE GAUGE GAS NATURAL GAS NATURAL GAS GAL(S) GALLON GALLON GALV GALVANIZED GALVANIZED GB GRADE BREAK GRADE BREAK GC GENERAL CONTRACTOR GENERAL CONTRACTOR GIS GEOGRAPHIC INFORMATION GEOGRAPHIC INFORMATION SYSTEM GND GROUND GROUND GPD GALLONS PER DAY GALLONS PER DAY GPH GALLONS PER HOUR GALLONS PER HOUR GPM GALLONS PER MINUTE GALLONS PER MINUTE GRD GRADE GRADE GM GRAVITY MAIN GRAVITY MAIN GV GATE VALVE GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HEX HEXAGONAL HEXAGONAL HH HAND HOLE HAND HOLE HORIZ HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT HPI HORIZONTAL POINT OF HORIZONTAL POINT OF INTERSECTION HR HOUR HOUR HT HEIGHT HEIGHT HWL HIGH WATER LEVEL HIGH WATER LEVEL HWY HIGHWAY HIGHWAY ICC INTERNATIONAL CODE COUNCIL INTERNATIONAL CODE COUNCIL ID INSIDE DIAMETER INSIDE DIAMETER IN INCH(ES) INCH(ES) INF INFLUENT INFLUENT INST INSTALL INSTALL INV INVERT INVERT IP IRON PIPE IRON PIPE IRR IRRIGATION IRRIGATION JB JUNCTION BOX JUNCTION BOX K KIPS KIPS KG KILOGRAM KILOGRAM KM KILOMETER KILOMETER KSF KIPS PER SQUARE FOOT KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH KIPS PER SQUARE INCH L LEFT LEFT LAT LATERAL LATERAL LB POUND POUND LEN LENGTH LENGTH LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LL LANE LINE LANE LINE LP LOW POINT LOW POINT LT LIGHT LIGHT LWL LOW WATER LEVEL LOW WATER LEVEL M METER METER MAX MAXIMUM MAXIMUM MEAS MEASUREMENT MEASUREMENT MECH MECHANICAL MECHANICAL MFR MANUFACTURER MANUFACTURER MG MILLION GALLONS MILLION GALLONS MGD MILLION GALLONS PER DAY MILLION GALLONS PER DAY MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MJ MECHANICAL JOINT MECHANICAL JOINT ML MORTAR LINED MORTAR LINED MLC MORTAR LINED & COATED MORTAR LINED & COATED MM MILLIMETER MILLIMETER MON MONUMENT MONUMENT MSDS MATERIAL SAFETY DATA SHEET MATERIAL SAFETY DATA SHEET MU MASONRY UNIT MASONRY UNIT MW MONITORING WELL MONITORING WELL N NORTH / NORTHING NORTH / NORTHING N/A NOT APPLICABLE NOT APPLICABLE NAOCL SODIUM HYPOCHLORITE SODIUM HYPOCHLORITE NATL NATIONAL NATIONAL NAVD NORTH AMERICAN VERTICAL NORTH AMERICAN VERTICAL DATUM NBC NATIONAL BUILDING CODE NATIONAL BUILDING CODE NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NPS NOMINAL PIPE SIZE NOMINAL PIPE SIZE NTS NOT TO SCALE NOT TO SCALE NVE NV ENERGY NV ENERGY NWL NORMAL WATER LEVEL NORMAL WATER LEVEL OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OFF OFFSET OFFSET OH OVERHEAD OVERHEAD OHP OVERHEAD POWER OVERHEAD POWER OHT OVERHEAD TELEPHONE OVERHEAD TELEPHONE ORIG ORIGINAL ORIGINAL OSHA OCCUPATIONAL SAFETY AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OZ OUNCE OUNCE P POLE POLE P&ID PROCESS AND INSTRUMENTATION PROCESS AND INSTRUMENTATION DIAGRAM PB PULL BOX PULL BOX PC POINT OF CURVATURE POINT OF CURVATURE PCC POINT OF COMPOUND POINT OF COMPOUND CURVATURE PCF POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT PCP POLYMER CONCRETE PIPE POLYMER CONCRETE PIPE PE POLYETHYLENE POLYETHYLENE PERM PERMANENT PERMANENT PERP PERPENDICULAR PERPENDICULAR PI POINT OF INTERSECTION POINT OF INTERSECTION PIP POURED IN PLACE POURED IN PLACE PROPERTY LINE PROPERTY LINE PL PLATE PLATE PLS PROFESSIONAL LAND SURVEYOR PROFESSIONAL LAND SURVEYOR PO PUSH-ON PUSH-ON POT POINT OF TANGENCY POINT OF TANGENCY PP POWER POLE POWER POLE PPM PARTS PER MILLION PARTS PER MILLION PRC POINT OF REVERSE CURVATURE POINT OF REVERSE CURVATURE PRELIM PRELIMINARY PRELIMINARY PROJ PROJECT PROJECT PROP PROPOSED PROPOSED PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT POINT PVI POINT OF VERTICAL POINT OF VERTICAL INTERSECTION PVC POLYVINYL CHLORIDE PIPE POLYVINYL CHLORIDE PIPE PVMT PAVEMENT PAVEMENT PWR POWER POWER Q RATE OF FLOW RATE OF FLOW QTR QUARTER QUARTER QTY QUANTITY QUANTITY R RIGHT RIGHT RAD RADIUS RADIUS RCB REINFORCED CONCRETE BOX REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD ROAD RECT RECTANGULAR RECTANGULAR REF REFERENCE REFERENCE REINF REINFORCED REINFORCED REL RELOCATE(D) RELOCATE(D) REM REMOVE(D) REMOVE(D) REQD REQUIRED REQUIRED RES RESIDENTIAL RESIDENTIAL RET RETURN RETURN REV REVISION REVISION RP RADIUS POINT RADIUS POINT RPM REVOLUTIONS PER MINUTE REVOLUTIONS PER MINUTE RPS REVOLUTIONS PER SECOND REVOLUTIONS PER SECOND RR RAILROAD RAILROAD R/W RIGHT-OF-WAY RIGHT-OF-WAY S SOUTH SOUTH SCH SCHEDULE SCHEDULE SD STORM DRAIN STORM DRAIN SDWK SIDEWALK SIDEWALK SDMH STORM DRAIN MANHOLE STORM DRAIN MANHOLE SDS SAFETY DATA SHEETS SAFETY DATA SHEETS SECT SECTION SECTION SEG SEGMENT SEGMENT SF SQUARE FOOT SQUARE FOOT SY SQUARE YARD SQUARE YARD SHT SHEET SHEET SPEC(S) SPECIFICATION(S) SPECIFICATION(S) SQ IN SQUARE INCH SQUARE INCH SS SANITARY SEWER SANITARY SEWER SSMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SST STAINLESS STEEL STAINLESS STEEL ST STREET STREET STA STATION STATION STD STANDARD STANDARD STL STEEL STEEL STLT STREET LIGHT STREET LIGHT STRUCT STRUCTURE / STRUCTURAL STRUCTURE / STRUCTURAL SUPP SUPPLEMENT(AL) SUPPLEMENT(AL) SY SQUARE YARD SQUARE YARD SYM SYMBOL SYMBOL TAN TANGENT TANGENT TC TOP OF CURB TOP OF CURB TEL TELEPHONE TELEPHONE TEMP TEMPORARY TEMPORARY THK THICK(NESS) THICK(NESS) THRD THREAD(ED) THREAD(ED) THRU THROUGH THROUGH TMH TOP OF MANHOLE TOP OF MANHOLE TOP TOP OF PIPE TOP OF PIPE TOS TOP OF STEP TOP OF STEP TP TELEPHONE POLE TELEPHONE POLE TS TRAFFIC SIGNAL TRAFFIC SIGNAL TV TELEVISION TELEVISION TYP TYPICAL TYPICAL UFC UNIFORM FIRE CODE UNIFORM FIRE CODE UG UNDERGROUND UNDERGROUND UGP UNDERGROUND POWER UNDERGROUND POWER UGT UNDERGROUND TELEPHONE UNDERGROUND TELEPHONE UL UNDERWRITERS LABORATORIES UNDERWRITERS LABORATORIES UNK UNKNOWN UNKNOWN UP UTILITY POLE UTILITY POLE UPC UNIFORM PLUMBING CODE UNIFORM PLUMBING CODE USGS UNITED STATES GEODETIC UNITED STATES GEODETIC SURVEY UTIL UTILITY(IES) UTILITY(IES) VAR VARIES VARIES VC VERTICAL CURVE VERTICAL CURVE VCP VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE VEL VELOCITY VELOCITY VERT VERTICAL VERTICAL VOL VOLUME VOLUME W WEST WEST W/ WITH WITH W/O WITHOUT WITHOUT WL WATER LINE WATER LINE WLD WELDED WELDED WM WATER METER WATER METER WP WORKING POINT WORKING POINT WS WATER SURFACE WATER SURFACE WSP WELDED STEEL PIPE WELDED STEEL PIPE WT WEIGHT WEIGHT WTR WATER WATER WV WATER VALVE WATER VALVE YCO YARD CLEANOUT YARD CLEANOUT YH YARD HYDRANT YARD HYDRANT YLD YIELDYIELD

AutoCAD SHX Text

SCALE IN FEET 1" = 10'

AutoCAD SHX Text

(WTR)

(ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC)

(ELEC)

IRR

(S S)

(WTR)

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

ELEC

(ELEC)

(ELEC) EX ENGINE BAY

DOYLE GRADE RD

4T H

LASSEN CO

UNTY 361

EX CREW QUARTERS

EX WELL AND PUMP STATION

(PROTECT IN PLACE)

EX WATER TANKS

(PROTECT IN PLACE)

RELOCATE EX PROPANE TANK

PER SITE PLAN (COORD WITH OWNER)

EX SEPTIC

REMOVE AND DISPOSE

OF EX HOSE TABLE

EX USFS TRAILER OFFICE

TO REMOVED BY OTHERS

BLM TO REMOVE

EX SHEDS

EX PEDESTRIAN GATE

(PROTECT IN PLACE)

EX FENCE

(PROTECT IN PLACE)

DEMO EX TRASH ENCLOSURE

EX LEACH FIELD

EX FENCE

(PROTECT IN PLACE)

EX FENCE

(PROTECT IN PLACE)

EX FENCE

(PROTECT IN PLACE)

EX GATE

(PROTECT IN PLACE)

DEMO EX ROCK WALL AND SALVAGE

LARGER ROCKS TO BE USED AS

CURBS/EDGING. SEE LANDSCAPE PLANS

REMOVE AND STORE EX

GRAVEL FOR REUSE

RELOCATE HAZMAT SHED

DEMO EX GRAVEL PATH AND LANDSCAPE

BARK SALVAGE LARGER ROCKS TO BE USED

AS CURBS/EDGING. SEE LANDSCAPE PLANS

DEMO EX HOSE BIB AND EXPOSE

SERVICE LINE TO DETERMINE POC

(CAP AND ABANDON IN PLACE)

RELOCATE EXISTING

FLAG POLE

REMOVE EXISTING GATE AND FENCE

DEMO AREA LIGHT POLE

AND EXPOSE SERVICE LINE TO

DETERMINE POC

(ABANDON CONDUIT IN PLACE)

EX SEPTIC TANK AND SEWER PIPING

TO BE REMOVED AND DISPOSED OF

PER CA REQUIREMENTS

REMOVE EX WATER VALVE

IN BOX - GRAVITY FED

DEMO EX TREES

REMOVE EXISTING WATER LINE BETWEEN

PUMP STATION AND WATER TANKS

ABANDON EXISTING GRAVITY

FED WATER LINE IN PLACE

REMOVE EXISTING FENCE

Pr oj ec t #

Ch ec ke d

Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

Pr oj ec t S ta tu s Iss ue D at e

T O

O R

A U

O F

D M

A N

A G

Dr aw n By

TIO

H-

-3

A N

D D

E G

A D

D O

E, C A

M ar ch

, 2

-0

-T

O0 8-

$N V-

Fo r C on st ru ct io n

1"=30'

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. THIS PROJECT MUST FOLLOW STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) PREPARED BY S&B CHRIST

CONSULTING, LLC.

C-100

CIVIL

DEMO PLAN

TRUE

NORTH

PROJECT BENCHMARK:

THE PROJECT BENCHMARK IS A FOUND 3-INCH BLM BRASS

CAP AT THE SOUTHWEST CORNER OF SAID LOT 1, MARKED

"AP4", DERIVED FROM GPS OBSERVATIONS AND DEPICTED IN

U.S. SURVEY FEET, NAVD 88 DATUM.

ELEVATION= 4297.40 SFT

PROJECT BASIS OF BEARINGS:

THE BASIS OF BEARING IS THE SOUTH LINE OF LOT 1, SECTION

17, TOWNSHIP 25 NORTH, RANGE 17 EAST, MT. DIABLO

MERIDIAN, BEING NORTH 88° 50' 18" EAST, 646.27 FEET BETWEEN

A FOUND 3-INCH BLM BRASS CAP AT THE SOUTHWEST CORNER

OF SAID LOT 1, MARKED "AP4", AND A FOUND BLM BRASS CAP

AT THE SOUTHEAST CORNER OF SAID LOT 1, MARKED "AP5".

THESE POSITIONS WERE DERIVED FROM GPS OBSERVATIONS

AND DEPICTED IN U.S. SURVEY FEET, NAD83(2011)EPOCH

2010.0000, BASED ON THE CALIFORNIA STATE PLANE

COORDINATE SYSTEM, ZONE 1, AS MEASURED AT GRID.

J.C

SHEET

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text Call

AutoCAD SHX Text Know what's BELOW. CALL 811 before you dig.

DIG ALERT

(WTR)

(ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC) (ELEC)

(ELEC)

IRR

(S S)

ELEC

(ELEC)

HAZ T

GAS GAS GAS GAS

G A

GAS

WTR WTR

WTR

GEN

W V

SSSS

W V

ELEC ELEC ELECCOM COM COM

WVCV

C V

ELEC

ELEC ELEC ELEC

ELEC ELEC

EX ENGINE BAY

DOYLE GRADE RD

4T H

LASSEN CO

UNTY 361

EX CREW

QUARTERS

EX WELL PUMP STATION

(PROTECT IN PLACE)

EX WATER TANKS

(PROTECT IN PLACE)

EX SEPTIC

EX PEDESTRIAN GATE

(PROTECT IN PLACE)

D O

O R

EX FENCE

(PROTECT IN PLACE)

R35'

R35

R20'

EX LEACH FIELD

EX FENCE

(PROTECT IN PLACE) EX FENCE

(PROTECT IN PLACE)

EX FENCE

(PROTECT IN PLACE)EX GATE

(PROTECT IN PLACE)

15'

32'

24'

20'

25'

53' 5'

35'

29'

ELECTRICAL EQUIPMENT

AND GENERATOR (FUTURE)

SEE ELECTRICAL SHEETS

ELECTRICAL POINT OF

CONNECTION, SEE

ELECTRICAL SHEETS

NEW LOWBOY HEAVY

TRAILER PARKING AREA

20'

NEW HOSE TABLE

(BY BLM)

POTENTIAL FUTURE WELL

LOCATION (NOT IN CONTRACT)

EX WELL

(PROTECT IN PLACE)

EX FLAG POLE TO BE

RELOCATED TO NEW

FIRE FACILITY

EX MEMORIAL GARDEN

EX SHED

38'

R37'

111'

20'

EX OVERHEAD ELEC

(TYP)

26 PLACES

GAS

WTR

ELEC

(SS)

(ELEC)

(WTR)

COM

Pr oj ec t #

Ch ec ke d

Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

Pr oj ec t S ta tu s Iss ue D at e

T O

O R

A U

O F

D M

A N

A G

Dr aw n By

TIO

H-

-3

A N

D D

E G

A D

D O

E, C A

M ar ch

, 2

-0

-T

O0 8-

$N V-

Fo r C on st ru ct io n

1"=30'

CONSTRUCTION NOTES

CONSTRUCT NEW FIRE FACILITY. SEE ARCHITECTURAL

SHEETS FOR DETAILS.

CONSTRUCT NEW REINFORCED CONCRETE PAD 20' X 94' AT

ENTRANCE OF NEW BAY DOOR PER DETAIL 1, SHEET C-200.

SEE LANDSCAPE PLANS FOR JOINT PATTERN.

INSTALL NEW BOLLARD PER DETAIL 4, SHEET C-200.

INSTALL NEW 7 FOOT TALL FENCE PER DETAIL 1, SHEET

C-202. ADD EXTENSION ARM AND BARBWIRE PER DETAIL 3,

SHEET C-202, ON ALL PERIMETER FENCING AND ALONG

PORTIONS OF RETAINING WALL THAT ARE ADJACENT TO THE

PERIMETER OF THE PARCEL. ALL INTERIOR FENCING SHALL

BE 6 FOOT TALL CHAIN LINK WITH PRIVACY SLATS PER

DETAIL 5, SHEET C-202 INSTALLED.

CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER DETAIL 3,

SHEET C-200.

INSTALL NEW LOCKABLE PEDESTRIAN GATE PER DETAIL 4,

SHEET C-202.

INSTALL NEW 2" SCHEDULE 80 PVC WATER LINE PER DETAIL

1, SHEET C-201.

NEW ELECTRICAL AND COMMUNICATIONS CONNECTION, SEE

ELECTRICAL SHEETS FOR DETAILS.

INSTALL NEW TRANSFORMER, SEE ELECTRICAL SHEETS FOR

DETAILS.

NEW 4" SDR35 SANITARY SEWER LINE AT MINIMUM 3.5%

SLOPE PER DETAIL 1, SHEET C-201.

CONNECT NEW SANITARY SEWER PIPE TO 2,000 GAL SEPTIC

TANK PER DETAIL 4, SHEET C-201.

CONSTRUCT NEW 20'X10' GRAVEL PARKING BAY WITH

BUMPER BLOCK, PER DETAIL 6, C-200. (TYP)

CONSTRUCT NEW ABA PARKING BAY PER DETAIL 8, SHEET

C-200. SEE DETAIL 3 ON L-101 FOR SURFACE.

INSTALL NEW ELECTRIC VEHICLE CHARGING STATION

BETWEEN PARKING BAYS. SEE ELECTRICAL SHEETS FOR

DETAILS.

CONSTRUCT NEW TRASH ENCLOSURE. SEE LANDSCAPE

SHEETS FOR DETAILS.

INSTALL NEW LOCKABLE MANUAL SLIDING GATE PER DETAIL

6, SHEET C-202.

INSTALL NEW POWERED SLIDING GATE WITH INDICATOR

LIGHT PER DETAIL 2, SHEET C-202.

INSTALL NEW ELECTRONIC GATE CARD READER. SEE

ELECTRICAL SHEETS FOR DETAILS.

RELOCATE FLAG POLE AND INSTALL SOLAR-POWERED DOWN

LIGHTS FOR NIGHT TIME USE.

INSTALL NEW HVAC UNITS. SEE MECHANICAL SHEETS FOR

DETAILS.

RELOCATE PROPANE TANK. GAS CONNECTION DONE BY

OTHERS. (COORDINATE WITH OWNER)

INSTALL NEW GRAVEL DRIVING SURFACE PER DETAIL 7,

SHEET C-200.

REMOVE EXISTING FILL STAND. CAP AND ABANDON EXISTING

WATER LINE UNDERGROUND.

CONSTRUCT RETAINING WALL PER DETAIL 9, SHEET C-200.

INSTALL NEW SANITARY SEWER CLEANOUT PER DETAIL 3,

SHEET C-201.

INSTALL NEW WATER VALVE PER DETAIL 2, SHEET C-201.

CONSTRUCT 21'-6" X 8'-6" CONCRETE PAD TO SUPPORT

HAZARDOUS MATERIAL CONTAINER PER STRUCTURAL

SHEETS. RELOCATE EXISTING HAZARDOUS MATERIAL

CONTAINER TO THIS LOCATION.

CONSTRUCT LANDSCAPE DIVERSION AREA. SEE LANDSCAPE

PLANS FOR DETAILS.

CONSTRUCT NEW LEACH FIELD PER DETAIL 5, SHEET C-201.

FOR FILL STAND, PUMP, WATER TANKS, AND PUMP HOUSE

IMPROVEMENTS SEE SHEET C-104. (ADD ALT 2)

AREA OF DISTURBANCE SHALL CONFORM TO THE SWPPP

PROVIDED BY GOVERNMENT.

CONSTRUCT 3' X 5' DOOR LANDING PER DETAIL 3, SHEET

C-200. LANDING SHALL BE 12" BELOW FINISHED FLOOR OF THE

BUILDING.

INSTALL ELECTRIC GATE OPENER WITH REMOTE CONTROL

ACCESS PER MANUFACTURER'S SPECIFICATIONS.

INSTALL 42" CHAIN LINK FENCE TO ACT AS A GUARDRAIL

ALONG PORTIONS OF RETAINING WALL THAT ARE WITHIN THE

PERIMETER OF THE PARCEL PER DETAIL 2 SHEET C-203.

CONSTRUCT 5' X 5' DOOR LANDING PER DETAIL 3, SHEET

C-200. LANDING SHALL BE 12" BELOW FINISHED FLOOR OF THE

BUILDING.

INSTALL DETECTABLE WARNING STRIP TRUNCATED DOMES

PER DETAIL 3, SHEET C-203.

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 WILL APPLY, OBTAIN, AND PROVIDE PAYMENT

FOR ALL REQUIRED PERMITS.

3. THIS PROJECT MUST FOLLOW STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) PREPARED BY S&B CHRIST

CONSULTING, LLC.

4. ALL PRESSURIZED PIPE TO BE THRUST BLOCKED OR SOLVENT

WELD PER DETAIL 2, SHEET. C-200

C-101

CIVIL

SITE PLAN

PROJECT BENCHMARK:

THE PROJECT BENCHMARK IS A FOUND 3-INCH BLM BRASS

CAP AT THE SOUTHWEST CORNER OF SAID LOT 1, MARKED

"AP4", DERIVED FROM GPS OBSERVATIONS AND DEPICTED IN

U.S. SURVEY FEET, NAVD 88 DATUM.

ELEVATION= 4297.40 SFT

PROJECT BASIS OF BEARINGS:

THE BASIS OF BEARING IS THE SOUTH LINE OF LOT 1, SECTION

17, TOWNSHIP 25 NORTH, RANGE 17 EAST, MT. DIABLO

MERIDIAN, BEING NORTH 88° 50' 18" EAST, 646.27 FEET BETWEEN

A FOUND 3-INCH BLM BRASS CAP AT THE SOUTHWEST CORNER

OF SAID LOT 1, MARKED "AP4", AND A FOUND BLM BRASS CAP

AT THE SOUTHEAST CORNER OF SAID LOT 1, MARKED "AP5".

THESE POSITIONS WERE DERIVED FROM GPS OBSERVATIONS

AND DEPICTED IN U.S. SURVEY FEET, NAD83(2011)EPOCH

2010.0000, BASED ON THE CALIFORNIA STATE PLANE

COORDINATE SYSTEM, ZONE 1, AS MEASURED AT GRID.

TRUE

NORTH

J.C

SHEET

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

CONCRETE WALKWAY AND DRIVEWAY

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

NEW BOLLARD

AutoCAD SHX Text

EX FENCE

AutoCAD SHX Text

TRASH ENCLOSURE

AutoCAD SHX Text

NEW GAS

AutoCAD SHX Text

NEW WATER

AutoCAD SHX Text

NEW ELECTRICAL

AutoCAD SHX Text

EX SANITARY SEWER

AutoCAD SHX Text

NEW SANITARY SEWER

AutoCAD SHX Text

EX WATER

AutoCAD SHX Text

EX OVER HEAD ELECTRICAL

AutoCAD SHX Text

NEW FENCE

AutoCAD SHX Text

ELECTRIC VEHICLE CHARGING STATION

AutoCAD SHX Text

NEW TRANSFORMER

AutoCAD SHX Text

NEW AREA LIGHTING (SEE ELECTRICAL PLANS)

AutoCAD SHX Text

LEACHFIELD

AutoCAD SHX Text

ADA COMPACTED GRAVEL

AutoCAD SHX Text

NEW COMMUNICATIONS

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text Call

AutoCAD SHX Text Know what's BELOW. CALL 811 before you dig.

AutoCAD SHX Text

DIG ALERT

AutoCAD SHX Text

CIVIL SITE PLAN

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text

SCALE:

W V

WVCV

C V

DOYLE GRADE RD

EX CREW QUARTERS

(4290)

(4295)

(4300)(4305)

(4289) (4291)(4292)(4293)(4294)

6)(4297)

(4298)

(4299)

(4301)

(4302)

(4303)

(4304)

(4285)

(4295)

(4287)

(4292)

(4293)

(4294)

(4296)

(4298)

(4286)

894291

884289

(4287)

(4288) 2.0%

2.0% 4.9%

3.2%

6.5%

0.4%

3.8%

7.7%

10+92 10+00

10+00

12+9010+00

11+00 12+00

2.0%

AREA OF DISTRUBANCE

2.0%

2.7%

0.2%

DOWNSPOUT

LANDSCAPE DIVERSION AREA

SEE LANDSCAPE PLANS

SWALE TO DISCHARGE

TO EXISTING SWALE

ALONG DOYLE GRADE RD

: 4

Pr oj ec t #

Ch ec ke d

Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

Pr oj ec t S ta tu s Iss ue D at e

T O

O R

A U

O F

D M

A N

A G

Dr aw n By

TIO

H-

-3

A N

D D

E G

A D

D O

E, C A

M ar ch

, 2

-0

-T

O0 8-

$N V-

Fo r C on st ru ct io n

1"=20'

C-102

CIVIL

GRADING PLAN

PROJECT BENCHMARK:

THE PROJECT BENCHMARK IS A FOUND 3-INCH BLM BRASS

CAP AT THE SOUTHWEST CORNER OF SAID LOT 1, MARKED

"AP4", DERIVED FROM GPS OBSERVATIONS AND DEPICTED IN

U.S. SURVEY FEET, NAVD 88 DATUM.

ELEVATION= 4297.40 SFT

PROJECT BASIS OF BEARINGS:

THE BASIS OF BEARING IS THE SOUTH LINE OF LOT 1, SECTION

17, TOWNSHIP 25 NORTH, RANGE 17 EAST, MT. DIABLO

MERIDIAN, BEING NORTH 88° 50' 18" EAST, 646.27 FEET BETWEEN

A FOUND 3-INCH BLM BRASS CAP AT THE SOUTHWEST CORNER

OF SAID LOT 1, MARKED "AP4", AND A FOUND BLM BRASS CAP

AT THE SOUTHEAST CORNER OF SAID LOT 1, MARKED "AP5".

THESE POSITIONS WERE DERIVED FROM GPS OBSERVATIONS

AND DEPICTED IN U.S. SURVEY FEET, NAD83(2011)EPOCH

2010.0000, BASED ON THE CALIFORNIA STATE PLANE

COORDINATE SYSTEM, ZONE 1, AS MEASURED AT GRID.

TRUE

NORTH

J.C

GRADING NOTES:

1. THIS SITE SHALL BE GRADED A MINIMUM OF 5% AWAY

FROM THE FOUNDATION FOR LANDSCAPE AREAS AND

2% AWAY FROM FOUNDATIONS FOR HARDSCAPE.

2. THIS PROJECT MUST FOLLOW STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) PREPARED BY S&B CHRIST

CONSULTING, LLC.

QUANTITIES:

CUT/FILL = 2,324 CU YD <FILL>

AREA OF DISTURBANCE = 72,560 SQ FT

SHEET

AutoCAD SHX Text

AutoCAD SHX Text C-103

AutoCAD SHX Text

AutoCAD SHX Text C-103

AutoCAD SHX Text

AutoCAD SHX Text C-103

AutoCAD SHX Text

AutoCAD SHX Text C-103

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text Call

AutoCAD SHX Text Know what's BELOW. CALL 811 before you dig.

El ev at io n

9+25 10+00 11+00 11+50

9+25 10+00 11+00 11+50 El ev at io n

9+25 10+00 11+00 11+50

El ev at io n

9+50 10+00 11+00 12+00 13+00

El ev at io n

9+75 10+00 11+00 12+00 13+00 13+50

STA:10+20.27

ELEV:4296.20

X X

162.8'

NEW FIRE FACILITY

2.8% -0.0%

-6.0%

12.1'

GRAVEL

STA:12+06.25

ELEV:4296.28

X X

STA:10+22.49

ELEV:4296.20

3.0'

DOOR

LANDING

9.7'

GRAVEL

-0.0% -2.0%

-2.5%

EXISTING GRADE

FINISHED GRADEEXISTING GRADE FINISHED GRADE

EXISTING GRADE

FINISHED GRADE

EXISTING GRADE

FINISHED GRADE

0.0% -1.2%

-2.8%

-4.2%

-1.1%

-2.5% 2.0%

PARKING HINGE

STA:12+57.28

ELEV:4290.94

49.0'

NEW FIRE FACILITY

19.8'

CONCRETE38.1'

GRAVEL

X X

146.9'

GRAVEL DRIVE SURFACE

NEW 7'

PERIMETER FENCE

NEW 42" FENCE

NEW 6'

PRIVACY FENCE

EX 6' PERIMETER FENCE

EX 6' PERIMETER FENCE NEW 7'

PERIMETER FENCE

5.0'

26.0'

GRAVEL

0.0%

-2.0% -5.7%

Pr oj ec t #

Ch ec ke d

Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

Pr oj ec t S ta tu s Iss ue D at e

T O

O R

A U

O F

D M

A N

A G

Dr aw n By

TIO

H-

-3

A N

D D

E G

A D

D O

E, C A

M ar ch

, 2

-0

-T

O0 8-

$N V-

Fo r C on st ru ct io n

C-103

CIVIL

GRADING SECTIONS

J.C

SHEET

AutoCAD SHX Text

ALIGNMENT 3 - NEW FIRE FACILITY ( WEST - EAST)

AutoCAD SHX Text C-103

AutoCAD SHX Text

SCALE: NOT TO SCALE

AutoCAD SHX Text

ALIGNMENT 1 - NEW FIRE FACILITY ( SOUTH - NORTH)

AutoCAD SHX Text C-103

AutoCAD SHX Text

SCALE: NOT TO SCALE

AutoCAD SHX Text

ALIGNMENT 2 - NORTH DOOR

AutoCAD SHX Text C-103

AutoCAD SHX Text

SCALE: NOT TO SCALE

AutoCAD SHX Text

ALIGNMENT 4 - RETAINING WALL NEAR WELL

AutoCAD SHX Text C-103

AutoCAD SHX Text

SCALE: NOT TO SCALE

(WTR)

(WTR) (WTR)

WTR WTR WTR WTR WTR W

W V

ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC

COM COM COM COM COM COM COM COM COM COM

WTR

WTR WTR WTR

WVCV

C V

ELEC

EX WELL PUMP STATION

(PROTECT IN PLACE)

EX WATER TANK

(PROTECT IN PLACE)

POTENTIAL FUTURE WELL LOCATION

(NOT IN CONTRACT)

EX WELL

(PROTECT IN PLACE)

EXISTING DOMESTIC WATER LINE TO CREW QUARTERS

(PROTECT IN PLACE)

NEW SITE LIGHTING

NEW RETAINING WALL

C V

23.7'

MATCH EG

INSTALL TEE TO SUPPLY FACILITY.

USE STEEL TO PVC FITTING.

3.0'

2" SCHEDULE 80 PVC

ADD ALT 2

EX WATER TANK

(PROTECT IN PLACE)

2" SCH 80 PVC

2" STEEL PIPE

GAS

WTR

ELEC

(SS)

(ELEC)

(WTR)

COM

(WTR)

C V

Pr oj ec t #

Ch ec ke d

Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

Pr oj ec t S ta tu s Iss ue D at e

T O

O R

A U

O F

D M

A N

A G

Dr aw n By

TIO

H-

-3

A N

D D

E G

A D

D O

E, C A

M ar ch

, 2

-0

-T

O0 8-

$N V-

Fo r C on st ru ct io n

CONSTRUCTION NOTES

INSTALL NEW FILL STATION PER DETAIL 1, SHEET C-203.

INSTALL NEW WATER VALVE PER DETAIL 2, SHEET C-201.

INSTALL NEW GOULDS PUMP (MODEL 3AB2D2B0) OR

EQUIVALENT. SEE TABLE 1 ON THIS SHEET FOR PUMP

REQUIREMENTS.

INSTALL 2 NEW GREEN 2K GAL POLYETHYLENE WATER TANK.

INSTALL EFFLUENT STEEL WATER LINE WITH BALL VALVE

FROM EACH TANK. (PART NO. CRMI-2000VTFWG OR

EQUIVALENT)

CONSTRUCT CONCRETE PAD PER DETAIL 8 SHEET S-202 OR

MANUFACTURE SPECS.

SEE DETAIL 2, THIS SHEET FOR ENLARGED PUMP HOUSE

PLAN.

INSTALL 2" AIR RELEASE VALVE WITH 1/32" ORIFICE.

INSTALL 2" CHECK VALVE FOLLOWED BY BALL VALVE.

INSTALL 2 90 DEGREE BENDS TO BRING INFLUENT LINE

ABOVE GROUND AND EFFLUENT LINE BELOW GROUND.

INSTALL 2" CHECK VALVE.

INSTALL 2" STEEL INFLUENT WATER LINE TO EACH WATER

TANK FILL ADAPTER WITH BALL VALVE PRIOR TO EACH TANK.

INSTALL 2" STEEL EFFLUENT WATER LINE TO EACH WATER

TANK DISCHARGE ADAPTER WITH BALL VALVE PRIOR TO

EACH TANK.

INSTALL 2" STEEL WATER LINE

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. USE 2" SCH 80 PVC FROM THE PUMP HOUSE TO THE TEE. FROM

THE TEE TO THE NEW FIRE STATION USE 2" SCH 80 PVC. FROM

THE TEE TO THE WATER TANKS AND TO THE FILL STAND USE 2"

STEEL PIPE. THE 2" STEEL PIPE WILL EXTEND ABOVE GROUND

OUTSIDE OF THE CONCRETE PAD AND WILL RUN ABOVE

GROUND UNTIL IT IS OUTSIDE OF THE CONCRETE PAD AND WILL

RUN TO THE PUMP UNDERGROUND. FROM THE PUMP TO THE

FILL STAND THE 2" STEEL PIPE WILL BE RAN ABOVE GROUND.

3. CONTRACTOR WILL APPLY, OBTAIN, AND PROVIDE PAYMENT

FOR ALL REQUIRED PERMITS.

4. CONTRACTOR SHALL POTHOLE WATER LINE FROM PUMP HOUSE

TO WATER TANKS TO VERIFY LOCATION.

5. THIS PROJECT MUST FOLLOW STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) PREPARED BY S&B CHRIST

CONSULTING, LLC.

6. REMOVE EXISTING WATER LINE FROM WELL HOUSE TO

EXISTING TANKS.

7. REMOVE EXISTING EFFLUENT WATER LINE FROM TANKS. CAP

AND ABANDON UNDERGROUND

C-104

CIVIL

UTILITY PLAN

PROJECT BENCHMARK:

THE PROJECT BENCHMARK IS A FOUND 3-INCH BLM BRASS

CAP AT THE SOUTHWEST CORNER OF SAID LOT 1, MARKED

"AP4", DERIVED FROM GPS OBSERVATIONS AND DEPICTED IN

U.S. SURVEY FEET, NAVD 88 DATUM.

ELEVATION= 4297.40 SFT

PROJECT BASIS OF BEARINGS:

THE BASIS OF BEARING IS THE SOUTH LINE OF LOT 1, SECTION

17, TOWNSHIP 25 NORTH, RANGE 17 EAST, MT. DIABLO

MERIDIAN, BEING NORTH 88° 50' 18" EAST, 646.27 FEET BETWEEN

A FOUND 3-INCH BLM BRASS CAP AT THE SOUTHWEST CORNER

OF SAID LOT 1, MARKED "AP4", AND A FOUND BLM BRASS CAP

AT THE SOUTHEAST CORNER OF SAID LOT 1, MARKED "AP5".

THESE POSITIONS WERE DERIVED FROM GPS OBSERVATIONS

AND DEPICTED IN U.S. SURVEY FEET, NAD83(2011)EPOCH

2010.0000, BASED ON THE CALIFORNIA STATE PLANE

COORDINATE SYSTEM, ZONE 1, AS MEASURED AT GRID.

TRUE

NORTH

J.C

WATER STORAGE:

AVAILABLE STORAGE: 4000 GALLONS

WATER CAPACITY PER TRUCK: 500 GALLONS/TRUCK

TRUCKS AT STATION: 4 TRUCKS

TOTAL WATER CAPACITY IN TRUCKS: 2000 GALLONS

REQUIRED ON SITE STORAGE: 4 TIMES TOTAL TRUCK CAPACITY

8000 GALLONS

ADDITIONAL STORAGE REQUIRED: 4000 GALLONS

TABLE 1 PUMP REQUIREMENTS

FLOW RATE (GPM) 55 TO 63

TOTAL HEAD (FT) 24.5 TO 27

NPSH AVAILABLE (FT) 12 TO 15.5

MOTOR POWER SUPPLY 208V 3-PHASE

1"=5'

SHEET

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

CONCRETE WALKWAY AND DRIVEWAY

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

NEW BOLLARD

AutoCAD SHX Text

EX FENCE

AutoCAD SHX Text

TRASH ENCLOSURE

AutoCAD SHX Text

NEW GAS

AutoCAD SHX Text

NEW WATER

AutoCAD SHX Text

NEW ELECTRICAL

AutoCAD SHX Text

EX SANITARY SEWER

AutoCAD SHX Text

NEW SANITARY SEWER

AutoCAD SHX Text

EX WATER

AutoCAD SHX Text

EX OVER HEAD ELECTRICAL

AutoCAD SHX Text

NEW FENCE

AutoCAD SHX Text

ELECTRIC VEHICLE CHARGING STATION

AutoCAD SHX Text

NEW TRANSFORMER

AutoCAD SHX Text

NEW AREA LIGHTING (SEE ELECTRICAL PLANS)

AutoCAD SHX Text

LEACHFIELD

AutoCAD SHX Text

ADA COMPACTED GRAVEL

AutoCAD SHX Text

NEW COMMUNICATIONS

AutoCAD SHX Text

AutoCAD SHX Text Call

AutoCAD SHX Text Know what's BELOW. CALL 811 before you dig.

AutoCAD SHX Text

DIG ALERT

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

ENLARGED UTILITY PLAN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1"=5'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

ENLARGED PUMP HOUSE PLAN

AutoCAD SHX Text

SCALE:

1"=1'

HAZ TGEN

W V

WVCV

C V

DOYLE GRADE RD

EX CREW QUARTERS

LANDSCAPE DIVERSION AREA

SEE LANDSCAPE PLANS

: 4

P1 P2 P3

P4 P5

P6 P7

P10

P11 P12

P13

P14 P15

P16

P17

P18

P19 P20

P21

P22P23

P24

P25

P26

P27P28P29

P30 P31

P32 P33

P34

P35 P36

P37 P38

P39 P40

P41 P42

P43 P44

P45

P46

P47

P48

P49 P50 P51

P52

P53

P54

P55

P56

P57

P58

P59

P60

P61P62

P63

P64

P65

P66

P67

P68

P69

P70

P71

P72

P73P74

P75P76

P77

P78 P79

P80 P81

P82

L53

L52

L50

L49

L48 C4

C3 L47

L46

L45

L44

L43

L42 L41

L40L39

L38

L37

L36

L35

L34

L33L32

L31

L30

L29

L28

L27

L26

L25 L2

L23

L22

L21

L20

L19

L18

L17

L16

L15

L14

L13

L12

L11

L10

L4 L3

P83

P84 P85

P86 P87

P88

P89

P90

P91

P92 P93

P94 P95

P96

P97

P98

P99

P100 P101

P102P103

P104

P105

P106

P107

P108

P109

P110

P111

P112

P113 P114

Pr oj ec t #

Ch ec ke d

Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

Pr oj ec t S ta tu s Iss ue D at e

T O

O R

A U

O F

D M

A N

A G

Dr aw n By

TIO

H-

-3

A N

D D

E G

A D

D O

E, C A

M ar ch

, 2

-0

-T

O0 8-

$N V-

Fo r C on st ru ct io n

1"=20'

C-105

CIVIL

GEOMETRIC CONTROL

PROJECT BENCHMARK:

THE PROJECT BENCHMARK IS A FOUND 3-INCH BLM BRASS

CAP AT THE SOUTHWEST CORNER OF SAID LOT 1, MARKED

"AP4", DERIVED FROM GPS OBSERVATIONS AND DEPICTED IN

U.S. SURVEY FEET, NAVD 88 DATUM.

ELEVATION= 4297.40 SFT

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 21, 2023.