Plans_Approved_1512B.pdf

COVER SHEET

BG-G001

AS SHOWN

PROJECT

AREA

PROJECT

AREA

N

AREA MAP LOCATION MAP

N

PROJECT

AREA

PROJECT

AREA

SCOPE OF PROJECT

PROJECT CODE INFORMATION

STATEMENT

THIS PROJECT CONSISTS OF THE PHASED DEMOLITION AND

RECONSTRUCTION OF A CALIFORNIA DEPARTMENT OF

FORESTRY REMOTE RADIO SITE. TYPICAL WORK INCLUDES

REMOVAL OF EXISTING FACILITIES, SITE PREPARATION AND

IMPROVEMENTS, AND INSTALLATION OF NEW TOWER AND VAULT.

THE WORK WILL BE PERFORMED UNDER A SINGLE GENERAL

CONTRACTOR IN PHASES TO ALLOW FOR THE CONTINUOUS

OPERATION OF COMMUNICATIONS.

PROJECT MAPS

CAL FIRE

TOWERS AND VAULTS

REPLACEMENT PROJECT

BUNCHGRASS/HATCHET MTN - PHASE V

DGS PROJECT 00000000001512B

GHD PROJECT 11136839

OSFM PROJECT NO. 22-N-5731

PROJECT TEAM

DEPARTMENT OF GENERAL SERVICES

THIS PACKAGE CONTAINS SITE SPECIFIC DRAWINGS.

Aubree French, Project Director

(916)375-4230

GHD, INC.

Andrew Landeros, Mechanical Engineer

(707)921-7648

Chris Richards, Electrical Engineer

(707)540-9619

Sheet of

This document shall not be used for construction unless signed and sealed for construction.

DesignerDrawn

Scale

Date

Drafting Check

Design Check

Project Manager

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2025 GHD

0 1"

Bar is one inch on original size sheet

Original Size

Arch D

Project No.

Sheet No.

IssueNo. Drawn Approved Date

Title

Client

Project

Plot Date: Filename:25 November 2025 - 11:21 AM N:\US\Cameron Park\Projects\111\11136839\06-CAD\Bunchgrass\Sheets\0001 BGG001 Cover Sheet.dwgPlotted By: Becca Keating

M. WEBER 10/22/2024

11136839

GHD Inc.

943 Reserve Drive Roseville California 95678 USA T 1 916 782 8688 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CAL FIRE

TOWERS AND VAULTS

REPLACEMENT PROJECT

BUNCHGRASS / HATCHET MTN - PHASE V

REV V3

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN

J E S

S

IC

A E. NA

P

IE

R

No. S5476

Exp. 6/30/26

DSA REVIEW

· GEOTECHNICAL AND GEOHAZARD STUDIES

· DESIGN CRITERIA

· SITE IMPROVEMENTS

· COMMUNICATION TOWER INCLUDING CABLE BRIDGE AND FOUNDATIONS

STATEMENT OF GENERAL CONFORMANCE

DEFERRED SUBMITTAL

· NONE

PROJECT LOCATION

LAT N 040° 52' 29.30"

LONG W 121° 46' 19.43"

1. APPLICABLE CODES AND STANDARDS

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

TITLE 24 CCR, PART 1 - 2022 BUILDING STANDARDS ADMINISTRATIVE CODE

TITLE 24 CCR, PART 2 - CALIFORNIA BUILDING CODE, VOL 1 & 2 (CBC)

TITLE 24 CCR, PART 3 - CALIFORNIA ELECTRICAL CODE (CEC)

TITLE 24 CCR, PART 4 - 2019 CALIFORNIA MECHANICAL CODE (CMC)

TITLE 24 CCR, PART 5 - 2019 CALIFORNIA PLUMBING CODE (CPC)

TITLE 24 CCR, PART 6 - 2019 CALIFORNIA ENERGY CODE

TITLE 24 CCR, PART 9 - 2019 CALIFORNIA FIRE CODE (CFC)

TITLE 24 CCR, PART 11 - 2019 CALIFORNIA GREEN BUILDING STDS CODE

TITLE 24 CCR, PART 12 - 2019 CALIFORNIA REFERENCED STANDARDS

2016 NFPA 110 STANDARD FOR EMERGENCY AND STANDBY POWER

2. BASIC SIGNAGE REQUIREMENTS FOR FIRE AND LIFE SAFETY

BUILDING ADDRESS AND STREET SIGNAGE, PER CFC 505.1 & 2

BATTERY/EQUIPMENT ROOMS: SIGNAGE PER CFC 604.3.1

ELECTRICAL ROOMS: SIGNAGE PER 604.3.1

NO SMOKING SIGNAGE FOR LPG

PORTABLE FIRE EXTINGUISHERS, PER CFC 906 AND TITLE 19

NFPA 704 SIGNAGE

3. UTILITY REQUIREMENTS / COORDINATION

UNDERGROUND AND OVERHEAD UTILITY SERVICES SHALL MEET THE

REQUIREMENTS OF THE UTILITY PROVIDER. COMPLY WITH UTILITY PROVIDER

STANDARD DETAILS AND SPECIFICATIONS FOR JOINT TRENCH, TRANSITIONS

AND TERMINATIONS AND ABOVE GROUND REQUIREMENTS

NV5

Chuck Kull, Geotechnical Engineer

(530)478-1305

Matt Weber, Project Director

(916)296-3222

Jessica Napier, Structural Engineer

(805)858-3474

Matt Weber, Civil Engineer

(916)296-3222

Scott Groff, Project Manager, Tower Design

(971)345-2041

WESTERN UTILITY/ TELECOM INC.

FOR ARCHITECTS/ENGINEERS WHO UTILIZE PLANS,

INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY OTHER LICENSED

DESIGN PROFESSIONALS AND/OR CONSULTANTS

(Application No. _______________________ File No. _______________ )

The drawings or sheets listed on the cover or index sheet This drawing, page of specifications/calculations

Have been prepared by other design professionals or consultants who are licensed and/or authorized to prepare such drawings in this state. it has been examined by me for:

1) Design intent and appears to meet the appropriate requirements of Title 24, California Code of Regulations And the project specifications prepared by me, and

2) Coordination with my plans and specifications and is acceptable for incorporation into the construction of this project.

The statement of general Conformance "shall not be construed as relieving me of my rights, duties, and responsibilities under sections 17302 and 81138 of the education code and Sections 4-336, 4-341 and 4-344" of Title 24, Part 1. (Title 24, Part 1, Section 4-317 [b])

I find that: All drawings or sheets listed on the cover or index sheet This drawing or page is/are in general conformance with the project design intent, and has/have been coordinated with the project plans and specifications.

Signature Date

Architect or Engineer designated to be in general responsible charge

Print Name

License Number Expiration Date

02-120755 34-RESD

11/23/25

Jessica E. Napier

6/30/26S5476

BUILDING ANALYSIS

A. OCCUPANCY CLASSIFICATION AND USE

B. BUILDING CONSTRUCTION TYPE

C. NUMBER OF STORIES

D. ACTUAL BUILDING HEIGHT

E. BUILDING AREA IN SQUARE FEET

F. AREA OF THE PROJECT IN SQUARE FEET (I.E., TENANT IMPROVEMENTS)

G. SEPARATE OR NON-SEPARATED USE

H. ALLOWABLE AREA PER C.B.C.

I. AREA INCREASE

J. HEIGHT INCREASE

K. INCREASE

L. FIRE SPRINKLERS (YES OR NO) TYPE: WET, DRY, PREACTION, OR DELUGE

M. FIRE ALARM: (YES OR NO) TYPE: (MANUAL, AUTOMATIC, ETC)

N. SMOKE CONTROL SYSTEM (YES OR NO)

O. OCCUPANT LOAD FOR THE ENTIRE BUILDING AND EACH FLOOR

P. THE YEAR BUILDING WAS CONSTRUCTED

Q. IS THE BUILDING IN A HIGH FIRE SEVERITY ZONE (YES OR NO)

R. SEISMIC JOINTS (YES OR NO). IF YES, PROVIDE LOCATION.

S. EMERGENCY RESPONDER RADIO COVERAGE (YES OR NO)

GROUP U OCCUPANCY

TYPE II-B - NONCOMBUSTIBLE/ NONRATED

11'-4" N/A

SEPARATE

8,500

NO

NO

NO

NO

NO

NO

UNOCCUPIED - GROUP U OCCUPANCY

NEW CONSTRUCTION

YES

NO

YES, RADIO ANTENNA FOR OSFM

CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE

MADE BY AN ADDENDUM OR A CONSTRUCTION CHANGE DOCUMENT (CCD)

APPROVED BY THE DIVISION OF THE STATE ARCHITECT (DSA), AS REQUIRED

BY SECTION 4-338, PART 1, TITLE 24, CCR.

SUBSTITUTIONS AFFECTING DSA-REGULATED ITEMS SHALL BE CONSIDERED

AS CONSTRUCTION CHANGE DOCUMENTS (CCD'S) AND SHALL BE APPROVED

BY DSA PRIOR TO FABRICATION AND INSTALLATION PER DSA IR A-6 AND

SECTION 338(C) PART 1, TITLE 24 CCR.

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

01/12/26

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

22-5731

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

02-120755

✔ FLS ACS

02/25/2026

11-20-2025

ISSUE DATE: AUGUST 24, 2026

http://www.ghd.com/

+0

20+00 20+80

0+

+8

30+00 30+55

TRUE NORTH

LEG 1

LEG 2LEG 3

LEG 4

90°0'0"

0°

0' 0"

270°0'0'"

0° 0' 0"

0°

0' 0"

TRUE NORTH

LEG 1

LEG 2LEG 3

LEG 4

90°0'0"

0°

0' 0"

270°0'0'"

0° 0' 0"

0°

0' 0"

DRAWING INDEX,

DESIGN CRITERIA

AND SITE ORIENTATION

BG-G002

AS SHOWN

FOUNDATION DESIGN CRITERIA: (INCLUDES TOWER AND VAULTS)

FOUNDATION DESIGN IS BASED ON CRITERIA AND RECOMMENDATIONS IN THE

REPORT TITLED GEOTECHNICAL INVESTIGATION REPORT #11136839.30 BY

GHD, INC. DATED JULY 2019 AND THE CODE UPDATE MEMORANDUM

DATED DECEMBER 7, 2022.

1. BEARING PRESSURE:

BASED ON FOOTINGS BEARING ON FIRM NATIVE SOILS ENGINEERED

FILLS.

DEAD LOAD = 3000 PSF (TOWER)

= 2000 PSF (VAULT)

DEAD AND LIVE LOAD

COMBINED = 4500 PSF (TOWER)

= 3000 PSF (VAULT)

ALLOWABLE BEARING CAN BE INCREASED BY 1/3 FOR WIND &

SEISMIC LOADS IN BASIC LOAD CASES OF CBC 1605A.3.2.

2. LATERAL RESISTANCE:

ALLOWABLE PASSIVE RESISTANCE AT FOOTING SHALL BE 400 PCF

EQUIVALENT FLUID PRESSURE. COEFFICIENT OF FRICTION SHALL BE 0.4.

FRICTION AND PASSIVE RESISTANCE MAY BE COMBINED PROVIDED THE

UPPER FOOT OF PASSIVE PRESSURE IS IGNORED AND STRUCTURE IS

POURED AGAINST NEATLY EXCAVATED FORMS.

3. ALL FOOTINGS SHALL BEAR THE MINIMUM DEPTH BELOW THE LOWEST

ADJACENT GRADE SPECIFIED IN THE GEOTECHNICAL REPORT, BUT NOT

LESS THAN 36".

4. SOIL SUBGRADE MODULUS: = 200 PCI

5. RETAINING WALL LATERAL PRESSURES:

PACTIVE (DRAINED) = 32 PCF

(UNDRAINED) = 80 PCF

PREST (DRAINED) = 52 PCF

(UNDRAINED) = 88 PCF

SNOW LOAD:

GROUND SNOW LOAD PG = 70 PSF PER SHASTA COUNTY

PG = 160 PSF PER RWDI ICING AND SNOW LOADING

REPORT DATED JANUARY 25, 2021

FLAT ROOF SNOW LOAD (VAULT ONLY) PF = 63.5 PSF (SHASTA)

PF = 145.2 PSF (RWDI REPORT, GOVERNS DESIGN)

SNOW EXPOSURE FACTOR CE = 0.9 (VAULT)

CE = 0.7 (TOWER)

SNOW LOAD IMPORTANCE FACTOR IS = 1.2

THERMAL FACTOR CT = 1.2

ICE LOADING:

ICE THICKNESS = 1.3 INCHES PER RWDI ICING AND SNOW LOADING

REPORT DATED OCTOBER 30, 2022

WIND LOADING W/ ICE = 40 MPH

ICE THICKNESS IMPORTANCE FACTOR II = 1.25

WIND IMPORTANCE FACTOR IW = 1.0

WIND DESIGN DATA:

ULTIMATE WIND VELOCITY Vult = 106 MPH SERVICE WIND VELOCITY Vasd = 82 MPH

RISK CATEGORY = IV

WIND EXPOSURE = C

Kzt = 1.98 @ 10' AGL

= 1.86 @ 140' AGL

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR IE = 1.5

OCCUPANCY CATEGORY = IV (PER TABLE 1604.5)

SITE CLASS = C

SPECTRAL RESPONSE SS = 0.847g COEFFICIENTS S1 = 0.331g SPECTRAL RESPONSE SDS = 0.677g COEFFICIENTS SD1 = 0.331g

SEISMIC DESIGN CATEGORY = D

Fa = 1.2 Fv = 1.5

RESPONSE MODIFICATION

FACTOR R = 5.0 SPECIAL REINFORCED MASONRY SHEAR WALLS (VAULT)

R = 3.0 LATTICE SELF-SUPPORTING STRUCTURES (TOWER)

ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE (VAULT), SEE WESTERN

TOWER DESIGN FOR TOWER ANALYSIS

DESIGN BASE SHEAR V = 0.203W (VAULT ONLY) = 20.28k

SEE WESTERN TOWER DESIGN DRAWINGS FOR TOWER DESIGN BASE SHEAR

DESIGN CRITERIA

TOWER ORIENTATION PLAN

NTS

SITE ORIENTATION PLAN

NTS

13.99°

0° 6' 44.9"

T R U E N

O R T H

G R

ID

N O R T H

N O A A M

O D E L W

M M (2

4-

D A T A Q

U E R

IE

D O

C T 4, N

(D A

TA

IS

0.

C H A N G

IN

G B

Y .1 1°

W P

E R Y

E A R

NOTES:

1. THE DIFFERENCE BETWEEN GRID NORTH AND TRUE NORTH IS EXAGGERATED ABOVE

FOR DEPICTION PURPOSES.

2. GRID NORTH IS BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 1

(NAD83) AND THE BEARINGS SHOWN IN THE TOPOGRAPHIC SURVEY AND GRADING

PLANS ARE ON GRID NORTH.

PROPOSED

TOWER LOCATION

PROPOSED VAULT

LOCATION

T-1COVER SHEET & DRAWING INDEX

S-1ELEVATION VIEW / NOTES

S-2UPPER POLE

S-3LOWER POLE

S-4TOWER SECTION 13V - NESTED POLE

S-5TOWER SECTION 13V

S-6TOWER SECTION 15ST

S-7TOWER SECTION 17ST

S-8TOWER SECTION 19ST

S-9TYPICAL GRATING / BRACING

S-10TYPICAL HAND RAIL / DIAGNOL PIPE LIGHTNING ROD

EXTENSION, & SAFETY CLIMB KITS

S-11CENTER MAST

COAX CAGE / CLIMBING LADDER, ANTI-CLIMB, & BUS BAR

S-13ANTENNA LOCATION ELEVATION VIEWS

S-14FULLY LOADED FACE MOUNTED MICROWAVES

S-15

S-15.1

MW ICE BRIDGE DETAILS

S-16MICROWAVE MOUNT KITS

S-17

S-18LEG/ELEVATION ID PLATES

WESTERN UTILITY TELECOM, INC. DRAWING INDEX

S-1.1SST SECTION ALLOWABLE MEMBER FORCES

S-1.2MONOPOLE SECTION ALLOWABLE MEMBER FORCES

S-6.1TOWER SECTION 15ST CONT.

S-7.1TOWER SECTION 17ST CONT.

MW ANTENNA ICE SHIELD DETAILS

UHF/VHF MOUNT KITS

S-19TOWER FOUNDATION SLAB / PIERS

Sheet of

This document shall not be used for construction unless signed and sealed for construction.

DesignerDrawn

Scale

Date

Drafting Check

Design Check

Project Manager

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2025 GHD

0 1"

Bar is one inch on original size sheet

Original Size

Arch D

Project No.

Sheet No.

IssueNo. Drawn Approved Date

Title

Client

Project

Plot Date: Filename:25 November 2025 - 11:22 AM N:\US\Cameron Park\Projects\111\11136839\06-CAD\Bunchgrass\Sheets\0002 BGG002 Dwg Index Dsgn Criteria.dwgPlotted By: Becca Keating

M.WEBER 10/22/2024

11136839

GHD Inc.

943 Reserve Drive Roseville California 95678 USA T 1 916 782 8688 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CAL FIRE

TOWERS AND VAULTS

REPLACEMENT PROJECT

BUNCHGRASS / HATCHET MTN - PHASE V

REV V3

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN

J E S

S

IC

A E. NA

P

IE

R

No. S5476

Exp. 6/30/26

CO-TA1

CO-TA1.1

CO-TA2

CO-TA3

CO-TA4

CO-TA5

CO-TA5.1

CO-TA5.2

CO-TA5.3

CO-TA6

CO-TA6.1

CO-TA6.2

CO-TA6.3

CO-TA6.4

CO-TA6.5

CO-TA6.6

CO-TA6.7

CO-TA6.8

CO-TA7

CO-TA7.2

COVER SHEET AND INDEX

DSA 103

TOWER STRUCTURAL NOTES

SITE PRO BRACKET DETAILS

TOWER ANTENNA MOUNTING DETAILS (ANDREW)

TOWER ANTENNA MOUNTING DETAILS (AMPHENOL ANTEL/ANDREW)

TOWER ANTENNA MOUNTING DETAILS (AMPHENOL ANTEL)

TOWER ANTENNA MOUNTING DETAILS (AMPHENOL ANTEL)

TOWER ANTENNA MOUNTING DETAILS (AMPHENOL ANTEL)

TOWER ANTENNA MOUNTING DETAILS (ANDREW/COMMSCOPE)

TOWER ANTENNA MOUNTING DETAILS (ANDREW/COMMSCOPE)

TOWER ANTENNA MOUNTING DETAILS (PRODELIN/GABRIEL)

TOWER ANTENNA MOUNTING DETAILS (ANDREW)

TOWER ANTENNA MOUNTING DETAILS (MIKRO TIK/mWAVE)

TOWER ANTENNA MOUNTING DETAILS (UBIQUITI, GABRIEL)

TOWER ANTENNA MOUNTING DETAILS (COMMSCOPE/RADIOWAVES)

TOWER ANTENNA MOUNTING DETAILS (COMMSCOPE)

TOWER ANTENNA MOUNTING DETAILS (RADWIN, SINCLAIR)

TOWER ANTENNA MOUNTING DETAILS

(HUSTLER/ANTENNA EXPERT/DIAMOND)

TOWER ANTENNA MOUNTING DETAILS (SINCLAIR)

CO-TA8

CO-TA9

CO-TA10

CO-TA10.1

CO-TA11

CO-TA11.1

CO-TA11.2

CO-TA12

CO-TA13

CO-TA14

CO-TA14.1

CO-TA15

CO-TA16

CO-TA17

CO-TA17.1

CO-TA17.2

CO-TA18

CO-TA18.1

CO-TA19

TOWER ANTENNA MOUNTING DETAILS (COMPROD)

TOWER ANTENNA MOUNTING DETAILS (M2/KRECO)

TOWER ANTENNA MOUNTING DETAILS (COMMSCOPE/RFS/SINCLAIR)

TOWER ANTENNA MOUNTING DETAILS (RFS/SINCLAIR)

TOWER ANTENNA MOUNTING DETAILS (SCALA)

TOWER ANTENNA MOUNTING DETAILS

(DB SPECTRA/RFI MOTOROLA/SINCLAIR)

TOWER ANTENNA MOUNTING DETAILS (DB SPECTRA/SCALA)

TOWER ANTENNA MOUNTING DETAILS (SCALA)

TOWER ANTENNA MOUNTING DETAILS (SCALA)

TOWER ANTENNA MOUNTING DETAILS (SCALA)

TOWER ANTENNA MOUNTING DETAILS (SCALA)

TOWER ANTENNA MOUNTING DETAILS (SINCLAIR)

TOWER ANTENNA MOUNTING DETAILS (SINCLAIR)

TOWER ANTENNA MOUNTING DETAILS (SINCLAIR)

TOWER ANTENNA MOUNTING DETAILS (SINCLAIR)

TOWER ANTENNA MOUNTING DETAILS (SINCLAIR)

TOWER ANTENNA MOUNTING DETAILS (TELEWAVE)

TOWER ANTENNA MOUNTING DETAILS (TELEWAVE)

TOWER ANTENNA MOUNTING DETAILS (HASKALL DENKE)

SUBTOTAL NO. SHEETS: 44

SUBTOTAL NO. SHEETS: 28

SUBTOTAL NO. SHEETS: 13

TOTAL NO. SHEETS: 85

OCCUPANCY: GROUP U

CONSTRUCTION: TYPE II-B

STANTEC

SHEET NO.

SHEET NUMBER DRAWING NUMBERSHEET TITLE

STRUCTURAL DETAILS FOR RADIO AND MICROWAVE ANTENNA MOUNTING BRACKETS

DSA APPLICATION NUMBER: 02-119809

STATE OF CALIFORNIA

SHEET NUMBER DRAWING NUMBERSHEET TITLE

S-13.1ANTENNA LOCATION PLAN VIEWS

S-14.1FULLY LOADED LEG MOUNTED MICROWAVES

S-14.2FULLY LOADED VHF/UHF ANTENNA LOCATIONS

N

ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA-APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2019 CBC SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTERS 13, 26, AND 30:

1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

2. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. “PERMANENTLY ATTACHED” SHALL

INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR 110/220 VOLT RECEPTACLES HAVING A FLEXIBLE CABLE.

3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT

THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY DSA.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN BOTH

TRANSVERSE AND LONGITUDINAL DIRECTIONS:

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVING A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY DSA. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH THE ABOVE REQUIREMENTS.

MEP COMPONENT ANCHORAGE NOTE

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTIONS 13.6.5, 13.6.6, 13.6.7, 13.6.8; AND 2019 CBC, SECTIONS 1617A.1.24, 1617A.1.25 AND 1617A.1.26.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G., OSHPD OPM FOR 2013 CBC OR LATER), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E):

MP MD PP E OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND

DETAILS.

MP MD PP E OPTION 2: SHALL COMPLY WITH THE APPLICABLE OSHPD PRE-APPROVAL (OPM #)

S-12

GHD DRAWING INDEX

Sheet Number Sheet Title Drawing Number

1 COVER SHEET BG-G001

2 DRAWING INDEX, DESIGN CRITERIA AND SITE ORIENTATION BG-G002

3 ABBREVIATIONS AND SYMBOLS BG-G003

4 EXISTING SITE DEMOLITION AND CONSTRUCTION SEQUENCING PLAN BG-C101

5 SITE AND GRADING PLAN BG-C102

6 COMMON SITE DETAILS BG-C501

7 COMMON SITE DETAILS BG-C502

8 VAULT FLOOR PLAN, ROOF PLAN AND BUILDING ELEVATIONS BG-A101

9 ARCHITECTURAL DETAILS BG-A501

10 ARCHITECTURAL DETAILS BG-A502

11 STRUCTURAL NOTES BG-S001

12 VAULT FOUNDATION, ROOF FRAMING PLAN AND SECTION BG-S101

13 TOWER FOUNDATION PLAN AND ELEVATION BG-S102

14 COMMON STRUCTURAL DETAILS BG-S501

15 STRUCTURAL DETAILS BG-S502

16 STRUCTURAL DETAILS BG-S503

17 FEEDLINE BRIDGE BG-S701

18 FEEDLINE BRIDGE BG-S702

19 MECHANICAL SYMBOLS, LEGEND, ABBREVIATIONS, AND GENERAL NOTES BG-M001

20 MEDIUM VAULT - HVAC BG-M101

21 MECHANICAL DETAILS BG-M501

22 MECHANICAL SCHEDULES BG-M601

23 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS AND GENERAL NOTES BG-E001

24 ELECTRICAL SITE PLAN BG-E101

25 MEDIUM VAULT - LIGHTING, POWER, EQUIPMENT AND GROUNDING BG-E102

26 MEDIUM VAULT - INTERIOR ELEVATIONS BG-E103

27 ELECTRICAL DETAILS - 1 BG-E501

28 ELECTRICAL DETAILS - 2 BG-E502

29 ELECTRICAL DETAILS - 3 BG-E503

30 ELECTRICAL DETAILS - 4 BG-E504

31 ELECTRICAL DETAILS - 5 BG-E505

32 ELECTRICAL DETAILS - 6 BG-E506

33 SINGLE LINE DIAGRAM AND LOAD CALCULATION BG-E601

34 ELECTRICAL SCHEDULES - 1 BG-E602

35 ELECTRICAL SCHEDULES - 2 BG-E603

36 ALARM STATUS REPORTING SCHEMATICS BG-E604

37 ALARM POINT DESCRIPTIONS BG-E605

38 INTERCONNECT DIAGRAM VHF ANTENNAS AND RF CABLING - 1 BG-E606

39 INTERCONNECT DIAGRAM VHF ANTENNAS AND RF CABLING - 2 BG-E607

40 SITE ANTENNA LAYOUT AND PRESSURIZATION EQUIPMENT - 1 BG-E608

41 SITE ANTENNA LAYOUT AND PRESSURIZATION EQUIPMENT - 2 BG-E609

42 -48VDC CRIS OES INTERCONNECT DIAGRAM BG-E610

43 -48VDC MW OES INTERCONNECT DIAGRAM BG-E611

44 +12VDC OES INTERCONNECT DIAGRAM BG-E612

1 SFM RESUBMITTAL RK CR 11/20/25

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

01/12/26

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

22-5731

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

02-120755

✔ FLS ACS

02/25/2026

11-20-2025

S Y M B O L S

NEW CONTOURS

EXISTING SPOT ELEVATION

EXISTING STRUCTURE TO BE DEMOLISHED

EXISTING STRUCTURE TO REMAIN

999.8

EXISTING GUY ANCHOR AND WIRE

NEW BUILDING

EXISTING SURVEY MONUMENT

NEW SURVEY MONUMENT

FINISH PAD ELEVATION FP=1000.0

FINISH SLAB ELEVATION FS=1001.0

FF=1002.0FINISH FLOOR ELEVATION

NEW GROUND ELEVATION

NEW SLOPE BANK

PLACE 4" GRAVEL

EXISTING POLE

EXISTING POWER POLE

1000EXISTING CONTOURS

PROPOSED DRAINAGE FLOW DIRECTION

STRUCTURE TO BE DEMOLISHED (D) ANTENNA TOWER

CONCRETE PAD WITH

EXISTING SURVEY INFORMATION

40' TALL ANTENNA

NEW PERMANENT BOLLARD

NEW PROPANE TANK(S) WITH CONCRETE PAD

ON SHEET BG-A501

BUILDING SECTION B

SEE DETAIL 5 ON SHEET BG-A501

REVISION CLOUD AND NUMBER

CONTROL POINT

CENTERLINE

OBJECT HIDDEN FROM VIEW

STUD WALL

PLYWOOD

METAL

INSULATION

GYPSUM WALLBOARD

GRAVEL

RIGID INSULATION

EARTH

CONTINUOUS

BLOCKING

CONCRETE

MASONRY UNIT

CONCRETE

CEMENT PLASTER

BLOCKING

ASPHALT

DISTANCE BETWEEN OBJECTS

NOTE: DISTANCE FROM EXISTING

TREE IS RELATIVE TO THE

DISTANCE FROM THE CENTER OF

THE EXISTING TREE

19'-6"

NEW STRUCTURE ELEVATION

NEW GROUND ELEVATION @ SWALE FLOWLINE

FINISH GRAVEL ELEVATION FG=997.80

UNO TO BE (DD)

995.5

TOP OF STOOP

EL=995.52

980.0

SWALE

ABBREVIATIONS

AND SYMBOLS

BG-G003

NTS

BG-A501

B

BG-A501

Sheet of

This document shall not be used for construction unless signed and sealed for construction.

DesignerDrawn

Scale

Date

Drafting Check

Design Check

Project Manager

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2025 GHD

0 1"

Bar is one inch on original size sheet

Original Size

Arch D

Project No.

Sheet No.

IssueNo. Drawn Approved Date

Title

Client

Project

Plot Date: Filename:25 November 2025 - 11:22 AM N:\US\Cameron Park\Projects\111\11136839\06-CAD\Bunchgrass\Sheets\0003 BGG003 Abbreviations and Sym.dwgPlotted By: Becca Keating

M.WEBER 10/22/2024

11136839

GHD Inc.

943 Reserve Drive Roseville California 95678 USA T 1 916 782 8688 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CAL FIRE

TOWERS AND VAULTS

REPLACEMENT PROJECT

BUNCHGRASS / HATCHET MTN - PHASE V

REV V3

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN

J E S

S

IC

A E. NA

P

IE

R

No. S5476

Exp. 6/30/26

A B B R E V I A T I O N S

MASONRY UNITMU

MTD MOUNTED

STAINLESS STEEL

WH WATER HEATER

WI WROUGHT IRON

W/O WITHOUT

WG WIRE GLASS

UNLESS NOTEDUNO

TYPICALTYP

THRU THROUGH

TOW TOP OF WALL

THRESHOLDTHR

SYM SYMMETRICAL

SUSPENDEDSUSP

STRUCT STRUCTURAL

SC SOLID CORE

SD STORM DRAIN

SECTIONSECT

SCHED SCHEDULE

REQ'D REQUIRED

ROOF DRAIN RD

WATER OR WEATHERWP

VERTICALVERT

WITHW/

WESTW

OR CONCRETE

TOP OF CURBTC

TOP & BOTTOMT&B

STANDARDSTD

STEELSTL

SS

SQUARESQ

SHEET METALSM

SIMILARSIM

SHEETSHT

SOUTHS

ROCK SLOPE PROTECTION RSP

REINFORCEREINF

REGISTER REG

RETURN AIR RA

GAUGE

GALVANIZED IRON

GLASS OR GLAZING

GYPSUM

HT HEIGHT

KPL KICKPLATE

MB MACHINE BOLT

MECH MECHANICAL

MEMB MEMBRANE

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

(N) NEW

OPP OPPOSITE

PL PLATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PVC POLYVINYL CHLORIDE

GALVANIZED

GRADE

HOLLOW CORE

HM HOLLOW METAL

HEADERHDR

HOSE BIBB

LAG BOLTLB

LT LIGHT

MAXIMUMMAX

MTL METAL

MINIMUMMIN

MANUFACTURERMFR

MISC MISCELLANEOUS

NOT TO SCALENTS

OPENINGOPNG

OUTSIDE DIAMETEROD

ON CENTEROC

FRP FIBERGLAS REINFORCED

FOOT OR FEET

FTG FOOTING

FUR FURRING

EXH EXHAUST

EXIST EXISTING (SEE (E))

EXP EXPANSION

EQUIP EQUIPMENT

EASTE

(E) EXISTING

DOWNSPOUTDS

DR DOOR

DWG DRAWING(S)

DIMENSIONDIM

DOUBLE

CONTINUOUSCONT

CONST CONSTRUCTION

BLKG BLOCKING

BTM BOTTOM

BUILT UP ROOFINGBUR

BM BEAM

ASPH ASPHALT

ALUMINUM

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONC.FOC

FLOORFLR

FINISH

FIRE EXTINGUISHER

FOUNDATION

FLOOR DRAIN

FLAT BAR

EXPANSION JOINT

EQUAL

ELECTRICAL (AL)ELEC

ELEVATION

EACHEA

DIAGONALDIAG

DIAMETERDIA

DETAILDTL

COMPOSITIONCOMP

CONCRETECONC

COMMUNICATIONCOMM

CONC MASONRY UNITCMU

CAULKINGCLKG

CEILINGCLG

CONTROL JOINTCJ

CEMENTCEM

BLOCKBLK

BUILDINGBLDG

ARCHITECTURALARCH

ARCHITECT/ENGINEERA/E

ANCHOR BOLTAB

JOINTJT

JOISTJST

INCH OR INCHES

INSIDE DIAMETER

OVERO/

FOS FACE OF STUD

DELAYED DEMOLITION

DBL

PANEL

PROOF

BOW BOTTOM OF WALL

UG UNDERGROUND

SW SOUTHWEST

SE SOUTHEAST

NE NORTHEAST

NW NORTHWEST

DD

EQ

EL

EJ

FIN

FE

FDN

FD

FB

FT

HC

HB

GYP

GR

GL

GI

GALV

HDR

GA

IN

ID

ROUGH OPENING RO

AL

LIQUIFIED PETROLEUMLPG

RAIN WATER LEADER RWL

TOS TOP OF STEEL

TO TOP OF

BO BOTTOM OF

CAL FIRECDF

TOC TOP OF CONCRETE

ABOVE GRADE LEVELAGL

UNLESS OTHERWISEUON

GAS

NOTED

OTHERWISE

COLUMNCOL

1 SFM RESUBMITTAL RK CR 11/20/25

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

01/12/26

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

22-5731

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

02-120755

✔ FLS ACS

02/25/2026

11-20-2025

(E)TOWER ON CONC PAD

(P)FENCE LINE AND SLIDE GATE

CITIZENS UTILITIES COMPANY

OF CALIFORNIA LEASE

PER 49LS66

(E

) TA

N K

(E)

GEN

ER

AT

OR

VA

UL

T

(E)

CO

NC

(E)VAULT

(E)

PR

OPA

NE

TA

NK

(E)CHAINLINK FENCE

TO BE REMOVED

STATE OF CALIF. LEASE BOUNDARY

PER SITE MAP PROVIDED BY

CALFIRE. INCLUDES CORNER

CALLS, NOT REFERENCED IN

ACTUAL LEASE DOCUMENT WITH SPI

(E)BLDG

(E)FEEDLINE

(E

) TA

N K

(E)TOWER

TO BE REMOVED

9 8

(P)PROPANE TANK

(P)VAULT

(P)TOWER

5 2

(E) ACCESS R

OAD

(E) ACCESS ROAD

(E)

ACCES

S R

OAD

EXISTING SITE

DEMOLITION AND CONSTRUCTION

SEQUENCING PLAN

BG-C101

PEM PEM

MDH MDH

1" = 10'

N

0 20'10'

(E) EXISTING

PROPANE TANK

RADIO TOWER SIZE VARIES

(P)EDGE OF CONCRETE

(P)BARBWIRE FENCE

BOUNDARY LINE

EDGE OF GRAVEL ROAD

EXISTING STRUCTURE TO BE REMOVED

POWER POLE

CONCRETE

NTS NOT TO SCALE

DEMOLITION / CONSTRUCTION SEQUENCE:

SEE SHEET BG-C102 FOR PROPOSED IMPROVEMENTS.

LEGEND

1 CONSTRUCT FOUNDATION AND INSTALL NEW PROPANE TANK (REFERENCE SHEET BG-C102).

TEMPORARILY REESTABLISH GAS FEED TO (E) VAULT.

REMOVE (E) PROPANE TANK AND CONCRETE SLAB.

CONSTRUCT NEW VAULT PER PLAN (REFERENCE SHEET BG-C102) AND PROVIDE TEMPORARY FEED

LINE BRIDGE TO THE EXISTING TOWER.

PROVIDE GAS FEED TO NEW VAULT FROM NEW PROPANE TANK.

TRANSITION TOWER AND COMMUNICATIONS FROM EXISTING TOWER TO NEW VAULT.

DEMOLISH (E) VAULT, (E) GENERATOR VAULT, BLOCK WALL AND ADJACENT CONCRETE FLATWORK.

CONSTRUCT NEW TOWER PER PLAN (REFERENCE SHEET BG-C102) AND CONSTRUCT PERMANENT

FEED LINE BRIDGE FROM NEW VAULT TO TOWER.

TRANSITION COMMUNICATIONS FROM OLD TOWER TO NEW TOWER.

DEMOLISH (E) TOWERS (2).

REMOVE EXISTING CHAIN LINK FENCING, GATES, AND POST FOOTINGS.

CONSTRUCT NEW 6 FOOT FENCE WITH BARBED WIRE AND DRIVE THROUGH GATE PER PLAN.

PLACE AGGREGATE BASE FOR DRIVEWAY AND SITE ACCESS PER LIMITS SHOWN ON BG-C102.

(E)CONCRETE TO BE REMOVED

(E)BOLLARD TO BE REMOVED

(P) PROPOSED

Sheet of

This document shall not be used for construction unless signed and sealed for construction.

DesignerDrawn

Scale

Date

Drafting

Check

Design Check

Project Manager

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2025 GHD

0 1"

Bar is one inch on original size sheet

Original Size

Arch D

Project No.

Sheet No.

IssueNo. Drawn Approved Date

Title

Client

Project

Plot Date: Filename:25 November 2025 - 11:22 AM N:\US\Cameron Park\Projects\111\11136839\06-CAD\Bunchgrass\Sheets\0004 BGC101 Site Demo.dwgPlotted By: Becca Keating

M.WEBER 10/22/2024

11136839

GHD Inc.

943 Reserve Drive

Roseville California 95678 USA T 1 916 782 8688 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CAL FIRE

TOWERS AND VAULTS

REPLACEMENT PROJECT

BUNCHGRASS / HATCHET MTN - PHASE V

REV V3

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN

(E)NON-STATE FACILITIES

OUTSIDE THE PROJECT AREA

SHALL BE PROTECTED.

OCCUPANCY: GROUP U

CONSTRUCTION: TYPE II-B

(E)NON-STATE FACILITIES

OUTSIDE THE PROJECT AREA

SHALL BE PROTECTED.

OCCUPANCY: GROUP U

CONSTRUCTION: TYPE II-B

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

01/12/26

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

22-5731

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

02-120755

✔ FLS ACS

02/25/2026

11-20-2025

5289.60 FS/FG

2%

2%

1%

1.2%

9.

2%

9.

2%

7.

2%

.5

.7%

1.1%

RE

DD

ING

7°

BURNEY DOT 82°

PROPOSED (N) FENCE LINE AND SLIDE GATE

CITIZENS UTILITIES COMPANY

OF CALIFORNIA LEASE

PER 49LS66

(E

) TA

N K

STATE OF CALIF. LEASE BOUNDARY

PER SITE MAP PROVIDED BY

CALFIRE. INCLUDES CORNER

CALLS, NOT REFERENCED IN

ACTUAL LEASE DOCUMENT WITH SPI

(E) BLDG

BIG

VA

LLE

Y M

NT.

(E

) TA

N K

11.5'

25' PROPANE TANK SETBACK LINE

3.3'

FF = 5289.87

S

LA

B

9.

.9

5283.20 FG

MATCH (EX)

(+/- 5278.8 FG)

2%

2%

2%

5289.70 FS/FG

MATCH ELEVATION

AT THRESHOLD

5294.90 FG

5283.50 FG

PROPOSED (N) BOLLARD (TYP) QNTY=5

PER DETAIL 3 ON SHEET BG-C501

34'

32'

A

B G -C

C

BG-C501

2%

15'

R=15'

R=30'

R=25'

R=25'

5285.00 FG

5294.90 FG

5289.50 FG

5288.66 FG/FL

1.2%

5280.70 FG

.7%

GRADE LEVEL AREA FOR

SLIDE GATE OPERATION

5288.80 FG

PROPOSED (N) MEDIUM

VAULT LOCATION

(22'-8" x 30'-8")

5%

D

B G -C

83 5284

5 2 81 52

1 2

6 7

8 9

10 11

12 13

14 15

18 19

22 23

38 39

3 4

2:

2:1

2:1

2:

2:

(E) ACCESS R

OAD

(E) ACCESS ROAD

(E)

ACC

ESS

ROAD4" PERFORATED

SUBDRAIN AT

RETAINING WALL

BG-C501

BG-501

B

BG-C501

BG-C501

BG-C501

SPOIL AREA - PLACE EXCESS SPOILS WITHIN

AREA DESIGNATED AS NECESSARY. COMPACT

AND KEY FILL PER SPECIFICATIONS.

5290.56 FG

2:1

2:1

2:1

5290.15 FG

LIMITS OF TOWER

EXCAVATION

N=2202048.36 E=6624696.79

LAT N040° 52' 29.30"

LONG W121° 46' 19.43"

SPOIL AREA - PLACE EXCESS SPOILS WITHIN

AREA DESIGNATED AS NECESSARY. COMPACT

AND KEY FILL PER SPECIFICATIONS.

5' T Y P

5288.80 FG

5288.80 FG

5288.05 FG

5285.20 FG

MATCH (EX)

(+/- 5283.5 FG)

5283.50 FG

5285.50 FG

5288.40 FG

5289.60 FG

5289.70 FG

5289.60 FS/FG

5289.70 FS/FG

5289.60 FG

5289.70 FG

5289.70 FG

5291.10 TW

(5288.60) FG

MATCH (E)

5286.50 TF

5291.10 TW

(5287.04) FG

MATCH (E)

5286.50 TF

R=15'

5283.32 FG

5289.60 FG

5295.40

TOP OF COLUMN

5295.40

TOP OF COLUMN

5295.20 FG

5289.35 FG

5289.20 FG

5289.05 FG

5291.10 TW

(5289.05) FG

MATCH (E)

5286.50 TF

5284.26 FG

5284.56 FG

5287.72 FG

5287.42 FG

5288.80 FG

5288.90 FG

5288.65 FG

5295.90 TW

5289.60 FG

5289.60 TF

5295.90 TW

5294.90 FG

5289.60 TF

5295.90 TW

(5291.32) MATCH (E)

5289.60 TF

5289.60 FG

5289.60 FG

5289.40 FL/FG

5291.10 TW

(5289.43) FG

MATCH (E)

5286.50 TF

5295.20 FG5290.40 FG

2:

2:1

2:

2:

5289.93 FG

5289.88 FG

5289.60 FG

5289.65 FG

5289.88 FG

5290.00 FG

5289.70 FG

PROPOSED (N)

PROPANE TANK

5.

0%

5289.95 FG

5295.90 TW

(5292.21) MATCH (E)

5289.60 TF

PROPOSED (N)

TOWER FOUNDATION

59 LF OF GAS LINE, SEE DETAIL

4/BG-C502 FOR TRENCHING DETAIL

(E) NON-STATE FACILITIES

OUTSIDE THE PROJECT AREA

SHALL BE PROTECTED

OCCUPANCY: GROUP U

CONSTRUCTION: TYPE II-B

(E) NON-STATE FACILITIES

OUTSIDE THE PROJECT AREA

SHALL BE PROTECTED

OCCUPANCY: GROUP U

CONSTRUCTION: TYPE II-B

5.81'

TRUE NORTH

LEG 1

LEG 2LEG 3

LEG 4

90°0'0"

0°

0'

270°0'0'"

0° 0' 0"

0°

0' 0"

POINT TABLE

POINT #

EASTINGS

6624680.78

6624712.78

6624687.29

6624706.29

6624696.79

6624687.29

6624706.29

6624681.44

6624712.78

NORTHINGS

2202064.35

2202064.35

2202057.86

2202057.86

2202048.36

2202038.86

2202038.86

2202033.02

2202032.35

POINT TABLE

POINT #

EASTINGS

6624642.90

6624651.49

6624651.49

6624661.82

6624661.82

6624673.57

6624673.54

6624642.88

6624635.87

NORTHINGS

2202032.58

2202032.57

2202037.57

2202037.56

2202032.56

2202032.54

2202009.88

2202009.91

2202004.25

POINT TABLE

POINT #

EASTINGS

6624666.30

6624674.49

6624680.78

6624680.78

6624692.28

6624679.40

6624679.80

6624678.57

6624635.90

NORTHINGS

2202004.22

2202007.54

2202040.78

2202032.35

2202032.35

2202009.88

2202009.04

2202030.87

2202032.58

POINT TABLE

POINT #

EASTINGS

6624616.37

6624595.10

6624611.38

6624560.64

6624576.58

6624584.06

6624600.35

6624606.95

6624606.95

NORTHINGS

2202024.50

2202001.36

2201976.69

2201963.16

2201985.84

2202011.51

2202029.23

2202046.12

2202051.12

POINT TABLE

POINT #

EASTINGS

6624600.37

6624600.39

6624606.98

6624606.99

6624645.62

6624661.82

6624673.57

NORTHINGS

2202051.13

2202071.13

2202071.12

2202079.98

2202079.89

2202044.57

2202037.56

SITE AND GRADING PLAN

BG-C102

PEM PEM

MDH MDH

1" = 10'

0 20'10'

TOWER ORIENTATION PLAN

NTS

N

THE BASIS OF BEARINGS FOR THIS SURVEY IS CCS83 (EPOCH 2010), ZONE 1 BASED ON

AN OPUS SOLUTION OF GPS OBSERVATIONS.

BENCH MARK

THE VERTICAL DATUM IS NAVD 88 BASED ON AN OPUS SOLUTION OF GPS OBSERVATIONS.

AB

BOW

(E) E

FG

FL

FS

AGGREGATE BASE

BOTTOM OF WALL

EXISTING

EASTING

FINISHED GRADE

FLOWLINE

FINISHED SURFACE

ABBREVIATIONS

BASIS OF BEARING

SHEET KEYNOTES

1. PROPOSED CONCRETE MAT FOUNDATION FOR TOWER (SEE STRUCTURAL SHEETS).

TOP OF FOUNDATION ELEVATION = 5295.40

BOTTOM OF FOUNDATION ELEVATION = 5286.10

2. PLACE 4" AB OVER COMPACTED SUBGRADE, COMPACTED TO 95% RELATIVE

COMPACTION

3. PROPOSED VAULT BUILDING. SEE STRUCTURAL SHEETS

4. PLACE 7" AB OVER GEOSYNTHETIC FABRIC (MIRAFI HP270 OR APPROVED EQUAL)

5. DAYLIGHT RETAINING WALL SUBDRAIN

6. SPOIL AREA

7. CONSTRUCT 8'x15' CONCRETE PAD FOR EMERGENCY GENERATOR PER DETAIL

1/BG-S503. ELEVATION TO BE FLUSH WITH ADJACENT GRADE.

8. CONSTRUCT 1,000 GALLON PROPANE TANK PER DETAIL 1/BG-M501 AND DETAIL

5/BG-E505 FOR GROUNDING AT PROPANE TANK PAD

9. CONSTRUCT BOLLARD PER DETAIL 3/BG-C501

10. CONSTRUCT FENCE AND SLIDING GATE PER DETAILS 2 & 3/BG-C502. SEE SHEET

BG-E506 FOR GROUNDING

EXISTINGPROPOSED

GROUND ELEVATION

TOP OF SLOPE

GROUND CONTOUR

CONCRETE

STRAW WATTLE

DITCH FLOWLINE

7839.1± EG

LEGEND

HORIZONTAL/ VERTICAL

SITE CONTROL

SHEET GENERAL NOTES

1. ALL CONSTRUCTION NOTED AS (N) IS NEW "ESSENTIAL" FACILITY CONSTRUCTION

PER THE 1986 ESSENTIAL SERVICES ACT.

2. ELEMENTS IDENTIFIED AS (E) OR (E) TO REMAIN, ARE NOT "ESSENTIAL" AND ARE NOT

PART OF THE COMMUNICATIONS FACILITY.

3. EXCESS EXCAVATION SOIL CAN BE SPREAD ONSITE AT SPECIFIED SPOIL AREA.

CONTRACTOR TO VERIFY LOCATION WITH DGS PRIOR TO SPREADING.

4. THE CONTRACTOR SHALL REPAIR ALL ACCESS ROAD SURFACES TO THE

SATISFACTION OF THE DGS PROJECT DIRECTOR UPON COMPLETION OF THE

PROJECT.

5. EXISTING UTILITY LOCATION NOTE: PROJECT CONTRACTOR TO VERIFY DEPTH AND

LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. PROJECT

CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT (USA) 811 “CALL

BEFORE YOU DIG” PROGRAM AND COORDINATE LOCATING EXISTING UTILITIES VIA A

PRIVATE UNDERGROUND UTILITY LOCATOR CONTRACTOR THAT UTILIZES

ELECTROMAGNETIC LOCATION DETECTION AND/OR GROUND PENETRATING RADAR.

4" AB

GB

LAT

LONG

(N) N

TF

TW

GRADE BREAK

LATITUDE

LONGITUDE

NEW

NORTHING

TOP OF FOOTING

TOP OF WALL

7" CLASS 2 AB

Sheet of

This document shall not be used for construction unless signed and sealed for construction.

DesignerDrawn

Scale

Date

Drafting Check

Design Check

Project Manager

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2025 GHD

0 1"

Bar is one inch on original size sheet

Original Size

Arch D

Project No.

Sheet No.

IssueNo. Drawn Approved Date

Title

Client

Project

Plot Date: Filename:25 November 2025 - 2:41 PM N:\US\Cameron Park\Projects\111\11136839\06-CAD\Bunchgrass\Sheets\0005 BGC102 Site Grading Plan.dwgPlotted By: Becca Keating

M.WEBER 10/22/2024

11136839

GHD Inc.

943 Reserve Drive Roseville California 95678 USA T 1 916 782 8688 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CAL FIRE

TOWERS AND VAULTS

REPLACEMENT PROJECT

BUNCHGRASS / HATCHET MTN - PHASE V

REV V3

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN

V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

01/12/26

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

22-5731

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

02-120755

✔ FLS ACS

02/25/2026

11-20-2025

22.67'

PROPOSED (N) VAULT BUILDING

2:1

7" CLASS 2 AB OVER

COMPACTED SUBGRADE

SEE STRUCTURAL

SHEETS FOR VAULT

FOUNDATION DESIGN

(E) GROUND

PROPOSED

GRADE

PROPOSED (N) FENCE

PROPOSED (N) RETAINING

WALL SEE STRUCTURAL

SHEETS FOR DESIGN

TF=5286.50

LEASE BOUNDARY

PROPOSED (N) FENCE

LEASE BOUNDARY

30.67'

PROPOSED (N) VAULT BUILDING

SEE STRUCTURAL

SHEETS FOR VAULT

FOUNDATION DESIGN

4" AB OVER COMPACTED

SUBGRADE

(E) GROUND

PROPOSED

GRADE

4" AB OVER COMPACTED

SUBGRADE

2:1

PROPOSED (N) FENCE

PROPOSED GRADE

SEE STRUCTURAL

SHEETS FOR

FOUNDATION DESIGN

1' OVER EXCAVATE

32'

1' OVER EXCAVATE

TOC=5295.40

TOC=5289.10

4" AB OVER COMPACTED

SUBGRADE

4" AB OVER COMPACTED

SUBGRADE

7" CLASS 2 AB OVER

COMPACTED SUBGRADE

(E) GROUND

PROPOSED (N) FENCE

LEASE BOUNDARY

2:1

SEE STRUCTURAL SHEETS

FOR COLUMN DESIGN

2:1

4" PERFORATED SUBDRAIN

PROPOSED GRADE

PROPOSED

GRADE

SEE STRUCTURAL SHEETS

FOR FOUNDATION DESIGN

TOC=5295.40 TOC=5295.40

2:1

4" AB OVER COMPACTED

SUBGRADE SEE STRUCTURAL

SHEETS FOR COLUMN

DESIGN (TYP)

4" AB OVER COMPACTED

SUBGRADE

(E) GROUND

PROPOSED

GRADE

1' OVER EXCAVATE

32'

1' OVER EXCAVATE

(E) GROUND

4" AB OVER

COMPACTED

SUBGRADE

PROPOSED (N) RETAINING

WALL SEE STRUCTURAL

SHEETS FOR DESIGN

PROPOSED (N) FENCE

(E) FENCE TO BE REMOVED

4" PERFORATED SUBDRAIN

2:1

TOC=5289.10

CONCRETE PIER

NOTES:

CONCRETE FILLED 6" DIAMETER STEEL PIPE EXTENDED 48" ABOVE AND

BELOW GRADE OR SLAB. SHEATH WITH YELLOW BUMPER POST SLEEVES

MANUFACTURED IDEALSTEEL AND BUILDER SUPPLIES, INC.

1/2" ISOLATION JOINT

6" PIPE OVER FILLED W/

CONCRETE & PROVIDE DOME TOP.

FINISH GRADE

COMMON SITE DETAILS

BG-C501

PEM PEM

MDH MDH

AS SHOWN

3/4"x3/4"x24" WOOD STAKE AT START, FLOW

NOTES:

3"-5"

M

IN

OVERLAP STRAW WATTLES

12" MIN AT ENDS

EVERY 48" OC AND AT END

FLOW

3'-4'

ON BENCH

30' OR MID HEIGHT

SLOPE STEEPNESS

ON SOIL TYPE AND

SPACING DEPENDS

TIGHTLY ABUT

ADJACENT ROLLS SHALL

1. STRAW WATTLES SHALL BE MANUFACTURED

FROM RICE STRAW AND BE WRAPPED IN A

TUBULAR BLACK PLASTIC NETTING. THE NETTING

SHALL HAVE A STRAND THICKNESS OF 0.30 INCH,

AND A KNOT THICKNESS OF 0.055 AND A WEIGHT

OF 0.35 OUNCE PER FOOT (EACH ± 10%) AND

SHALL BE MADE FROM 85% HIGH DENSITY

POLYETHYLENE, 14% ETHYL VINYL ACETATE AND

1% COLOR FOR UV INHIBITION. STRAW WATTLE

SHALL BE TWENTY-FIVE FEET LONG (± 6") AND

WEIGH APPROXIMATELY 30 POUNDS (± 3LBS)

2. FIBER ROLL INSTALLATION REQUIRES THE

PLACEMENT AND SECURE STAKING OF THE ROLL

IN A TRENCH, 3"-5" (75-125mm) DEEP, DUG ON

CONTOUR. RUNOFF MUST NOT BE ALLOWED TO

RUN UNDER OR AROUND ROLL.

STRAW WATTLES MUST BE PLACED ALONG

SLOPE CONTOURS

SEDIMENT, ORGANIC MATTER, AND

NATIVE SEEDS ARE CAPTURED BEHIND

THE ROLLS

8"-10" DIAMETER RICE

STRAW WATTLE

ONE FOOT MIN KEY AT

BOTH ENDS OF DITCH

GEOTEXTILE FILTER FABRIC PER SPEC 31 20 00 EARTH MOVING

2:1 2:1

M

IN

12" 12"

PLACE CLASS NO. 3 RSP PER SPEC 31 20 00

EARTH MOVING. 12" MIN THICKNESS

A

SECTION A-A

SCALE: 1"=5'

B

SECTION B-B

SCALE: 1"=5'

STRAW WATTLE

SCALE: NTS

ROCK LINED DITCH

SCALE: NTS

EROSION AND SEDIMENT CONTROL NOTES

1. THE PRACTICE OF EROSION AND SEDIMENT CONTROL IS A DYNAMIC ACTIVITY WHICH REQUIRES FLEXIBILITY AND COMMITMENT BY THE CONTRACTOR TO SUCCESSFULLY IMPLEMENT. THE EROSION AND SEDIMENT CONTROL DETAILS ARE INTENDED TO PROVIDE GUIDANCE TO THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PREVENT DISCHARGE OF SEDIMENT FROM THE SITE TO ANY WATERCOURSE, DRAINAGE SYSTEM, OR ADJACENT PROPERTY AND TO PROTECT WATERCOURSES AND ADJACENT PROPERTIES FROM

DAMAGE BY EROSION OR DEPOSITION WHICH MAY RESULT FROM THE PERMITTED GRADING.

2. THE CONTRACTOR SHALL COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (N.P.D.E.S.) GENERAL PERMIT, WASTE DISCHARGE REQUIREMENTS AND ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS RELATING TO DISCHARGES OF STORM WATER

RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY.

3. THE LOCATION AND TYPE OF THE EROSION AND SEDIMENT CONTROL PRACTICES SHOWN ON THIS PLAN ARE GUIDELINES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT THE PRACTICES IN SUCH A MANNER AS TO COMPLY WITH THE N.P.D.E.S. PERMIT. THE CONTRACTOR SHALL ADJUST MODIFY AND MAINTAIN THE EROSION AND SEDIMENT CONTROL MEASURES TO FIT THE PARTICULAR SITE

CONDITIONS AND PHASE OF CONSTRUCTION OR AS DIRECTED BY THE CONTRACTING OFFICER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION UNTIL SUCH TIME THAT THE ENTIRE PROJECT HAS BEEN STABILIZED AND ACCEPTED BY THE STATE.

5. THE CONTRACTOR SHALL CONDUCT INSPECTIONS OF THE SITE PRIOR TO ANTICIPATED STORM EVENTS, AND AFTER ACTUAL EVENTS TO IDENTIFY AREAS CONTRIBUTING TO DISCHARGE OF STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY AND TO EVALUATE WHETHER CONTROL PRACTICES TO REDUCE POLLUTANT LOADINGS ARE ADEQUATE AND PROPERLY IMPLEMENTED IN ACCORDANCE WITH THE TERMS OF THE N.P.D.E.S. GENERAL PERMIT OR WHETHER ADDITIONAL CONTROL PRACTICES ARE NEEDED.

6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE OR BE CAPABLE OF BEING IN PLACE WITHIN 24 HOURS.

7. STRAW WATTLES SHALL BE INSTALLED FOLLOWING THE CONTOUR TO PROTECT AREAS FROM SEDIMENTATION CAUSED BY SHEET AND RILL

EROSION.

8. ALL EROSION AND SEDIMENT CONTROL FEATURES SHALL BE MONITORED BY THE CONTRACTOR DURING AND AFTER ALL STORMS TO ENSURE CONTROL FEATURES ARE WORKING PROPERLY. ALTERNATIVE MEASURES MUST BE INSTALLED IF ORIGINAL MEASURES FAIL.

9. CONTRACTOR IS RESPONSIBLE FOR THE PREPARATION OF THE SWPPP PER SPECIFICATION SECTION 31 25 13.

6"

C

SECTION C-C

SCALE: 1"=5'

D

SECTION D-D

SCALE: 1"=5'

Sheet of

This document shall not be used for construction unless signed and sealed for construction.

DesignerDrawn

Scale

Date

Drafting Check

Design Check

Project Manager

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2025 GHD

0 1"

Bar is one inch on original size sheet

Original Size

Arch D

Project No.

Sheet No.

IssueNo. Drawn Approved Date

Title

Client

Project

Plot Date: Filename:25 November 2025 - 11:24 AM N:\US\Cameron Park\Projects\111\11136839\06-CAD\Bunchgrass\Sheets\0006 BGC501 Common Civil Dwgs.dwgPlotted By: Becca Keating

M.WEBER 10/22/2024

11136839

GHD Inc.

943 Reserve Drive Roseville California 95678 USA T 1 916 782 8688 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CAL FIRE

TOWERS AND VAULTS

REPLACEMENT PROJECT

BUNCHGRASS / HATCHET MTN - PHASE V

REV V3

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN

BOLLARD TYPICAL DETAIL

SCALE: NTS

V3V3

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

01/12/26

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

22-5731

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS

APPROVED

DIV. OF THE STATE ARCHITECT

DATE:

02-120755

✔ FLS ACS

02/25/2026

11-20-2025

18" 4'-0"

2' -0

" DRAINROCK

GEOTEXTILE

FILTER FABRIC

PERFORTED PIPE

10'-0"

EXISTING GROUND SURFACE

BEFORE GRADING

ENGINEERED FILL

FINISHED SLOPE

2(h): 1(v) TYP

KEYWAY EXCAVATION

3' -0

TOE DRAIN

EXISTING GROUND SURFACE

CONCRETE-LINE V-DITCH

BENCHES (TYP)

SEEPAGE FLOW

EQUAL TO

KEYWAY DEPTH

TRENCH DRAIN

6' -0

(3) STRANDS

BARB WIRE

12"

3' -0

10' MAX SPACING

TENSION BAR

TENSION WIRE W/ TIES

2" M

IN

DIA

MIN

2"

MIN.

M

IN

MIN

MIN

M

IN

NOTES:

1. EXCAVATIONS FOR BENCHES AND KEYWAY SHALL REMOVE ALL LOOSE, SOFT, AND/OR DISTURBED ROCK, AS WELL AS ANY ORGANIC MATERIAL OR VEGETATION.

2. KEYWAY DEPTH INDICATED ABOVE IS A MINIMUM. ACTUAL DEPTH MAY VARY DEPENDING ON FIELD CONDITIONS. KEYWAY DEPTH MAY BE REDUCED TO LESS THAN 3 FEET IF HARD ROCK IS ENCOUNTERED.

3. IN GENERAL, CUT SLOPES BETWEEN BENCHES SHOULD BE NO STEEPER THAN 3/4(h): 1(v) OR FLATTER DEPENDING ON THE MATERIALS ENCOUNTERED AND SHOULD MEET ALL FEDERAL AND STATE OSHA REQUIREMENTS. THE MAXIMUM VERTICAL OFFSET BETWEEN ADJACENT BENCHES SHOULD BE LESS THAN 5 FEET. ALL BENCHES SHOULD EXTEND AT LEAST 2 FEET (HORIZONTALLY) INTO THE SLOPE.

4. THE BOTTOM OF THE KEYWAY SHOULD BE SLOPED DOWNWARD AT LEAST 2 PERCENT AND TOWARDS THE TOE DRAIN INDICATED ABOVE.

5. A TOE DRAIN SHOULD BE PLACED AT THE BOTTOM OF THE KEYWAY AT THE LOCATION INDICATED ABOVE. THIS DRAIN SHOULD EXTEND THE ENTIRE LENGTH OF THE KEYWAY AND BE CONSTRUCTED IN ACCORDANCE WITH DETAIL ABOVE AND

REQUIREMENTS PROVIDED BELOW.

6. IF WATER, FRACTURED ROCK, PERVIOUS SOILS, OR OTHER SUBSURFACE CONDITIONS ARE EXPOSED DURING GRADING WHICH WOULD INDICATE THE POTENTIAL FOR FUTURE WATER SEEPAGE INTO THE FILL, TRENCH DRAINS SHOULD BE INSTALLED AT THESE LOCATIONS IN ACCORDANCE WITH THE DETAIL ABOVE AND REQUIREMENTS PROVIDED BELOW.

A. DRAIN TRENCH DEPTH(S) WILL VARY DEPENDING ON THE SUBSURFACE CONDITIONS ENCOUNTERED DURING CONSTRUCTION. AS A MINIMUM, TRENCH DEPTH(S) SHOULD BE AT LEAST AS GREAT AS THE HEIGHT OF THE ADJOINING, DOWNSLOPE CUT; ACTUAL DEPTH(S) SHOULD BE DETERMINED IN THE FIELD BY THE PROJECT GEOTECHNICAL ENGINEER. THE TRENCH WALL SHOULD BE FREE OF OBSTRUCTIONS WHICH MIGHT PUNCTURE OR OTHERWISE HARM THE GEOTEXTILE FILTER FABRIC.

B. GEOTEXTILE FILTER FABRIC SHOULD BE STORED, HANDLED, AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

C. PERFORATED PIPE SHOULD BE AT LEAST 4 INCHES IN DIAMETER (FOR DRAINS LESS THAN 200 FEET IN LENGTH), OR 6 INCHES IN DIAMETER FOR DRAINS IN EXCESS OF 200 FEET IN LENGTH. PIPE ATTACHED WITHIN A WELL-DEFINED TRENCH (SUCH AS THE "TOE-DRAIN" INDICATED ABOVE) SHOULD CONSIST OF PERFORATED OR SLOTTED HIGH STRENGTH PLASTIC OR OTHER SIMILAR MATERIAL CAPABLE OF SUSTAINING THE INDUCED OVERBURDEN PRESSURE WITHOUT NOTICEABLE DEFORMATIONS. THE BOTTOM OF ALL PERFORATED PIPES SHOULD BE PLACED WITHIN 1 TO 3 INCHES OF THE TRENCH BOTTOM. ALL PERFORATED PIPES SHOULD BE CENTERED (HORIZONTALLY) WITHIN THE TRENCH.

D. WATER COLLECTED BY THE PERFORATED PIPE(S) SHOULD BE DIRECTED BY SOLID CONDUIT (OF SIMILAR TYPE TO PERFORATED) TO A SUMP, DITCH, STORM DRAIN, OR OTHER SUITABLE LOCATION FOR DISPOSAL.

E. ALL HDPE SECTIONS (IF USED) SHOULD BE JOINED USING SPLIT FITTINGS, SECURED USING NYLON WIRE TIES (TWO PER JOINT) AND POLYETHYLENE TAPE.

F. DRAINROCK SHOULD CONSIST OF POORLY-GRADED DURABLE STONE, SIZED SUCH THAT 100 PERCENT PASSES THE 1-INCH SIEVE AND LESS THAN 5 PERCENT PASSES THE NO. 4 SIEVE.

G. PERFORATED PIPE AND ANY SOLID CONDUIT COLLECTOR PIPES SHOULD BE SLOPED A MINIMUM OF ONE PERCENT (1%) TO DRAIN.

H. DRAIN LINE CLEANOUTS SHOULD BE PROVIDED AT 200-FOOT INTERVALS (MIN.). THE DESIGN AND LOCATION OF CLEANOUTS SHOULD BE PROVIDED BY THE PROJECT CIVIL ENGINEER. ALL CLEANOUTS SHOULD BE SECURED TO PREVENT VANDALISM

OR TAMPERING.

TYPICAL KEY AND BENCH DETAIL

SCALE:NTS

CHAIN-LINK FENCE

SCALE:NTS

TRENCH SECTIONS

SCALE:NTS

TOE DRAIN DETAIL TRENCH DRAIN DETAIL

EROSION CONTROL BLANKET

SCALE:NTS

CHAIN-LINK FENCE / GATE

SCALE:NTS

GATE

SEE NOTE 9

BARBED SELVAGE

FABRIC DETAIL

BOTTOM CORNER

TRUSS ROD

AND HINGE

GATE POST

GATE POST

TOP GATE HINGE

POST

BRACE ROD

8" GATE POST

POST DETAIL

TENSION BAR

TENSION BAND

TRUSS ROD

BRACE END

TURNBUCKLE

REINFORCING WIRE

PULLED TAUT

TENSION BAR

TENSION BAND

PIPE BRACE

BAND LINK

HOG RING

@ 12"OC

NO. 9 GAUGE

LINE POST

BRACE END

BRACE BAND

WIRE, WEAVE INTO

NO. 6 REINFORCING

FABRIC

LINE POST

FENCE ACCESSORIES

& BOTTOM MEMBERS

2" MAX. CLEAR TOP

8'-0"

GATE OPENING PER PLAN

6' -0

TOP TENSION WIRE

W

D

6"

GATE FOOTING TABLE:

GATE POST (8.62"O.D.)

D=48" W=32"Ø

(TYPICAL ALL 3)

STRETCHER

BAR & BANDS

3/8" DIA

TRUSS ROD

2" OD PIPE

(TYP)

TRUSS RODS WELDED AT

UPPER CORNERS

WELDED PLATE

WITH HOLE FOR

TRUSS ROD

6" THK x 12" WIDE

FIBERMESH CONC

2 1/2" OD PIPE

(TYP)

STEEL WHEEL

GATE POST

SEE NOTE 9.

STOP CURB PRIOR TO FENCE POST

AND FENCE POST FOOTING TYP

BOTH OF THE DRIVEWAY

X X X X X X X

X X X X X X

X X X X X X X

X X X X X

X X X X X

X X X X X

X X X X X X X X X

X X X X X X X X X

X X X X X X X X X

FITTINGS AND HARDWARE NOTES

1. ALL FERROUS METAL SHALL BE HOT DIPPED GALVANIZED PER ASTM A-153.

2. FENCE AND GATES SHALL BE FURNISHED COMPLETE WITH ALL NECESSARY FITTINGS.

3. FOR GATES-SIZES OF PIPES, SAG RODS, AND TURN BUCKLES SHALL BE MANUFACTURER'S

STANDARD MEETING REQUIREMENTS OF THIS DRAWING.

4. ALL POSTS AND STRUCTURAL SUPPORTS SHALL BE LOCATED ON INNER SIDE OF THE FENCING.

5. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS

WITH 3" SLUMP AND 3/4" MAX. SIZE OF AGGREGATE.

6. FENCE FABRIC TO BE 96" UNLESS OTHERWISE SPECIFIED, AND GALVANIZED CONFORMING TO

ASTM-A392, CLASS 2 (2.0 OZ. PER S.Q. FOOT OF SURFACE AREA)

7. ALL HARDWARE SHALL BE PEENED OE WELDED IN SUCH A MANNER TO ALLOW PROPER

OPERATION OF COMPONENTS, BUT PREVENT DISASSEMBLY OF FENCING OR GATES.

8. MAINTAIN CONTINUITY OF BARBED WIRE WHEN TRANSITION FROM HIGH TO LOW FENCE.

9. FENCE MATERIAL SIZES.

LINE POST 2" O.D.

CORNER POST 3" O.D.

GATE POST 4" O.D.

GATE POST 13'-18' WIDE 6.62" O.D.

GATE POST 18'-OVER 8.62" O.D.

TOP RAIL 1-5/8" O.D.

BRACE RAIL 1-5/8" O.D.

FENCE FABRIC GAGE #9

TENSION ROD 3/8" DIAMETER

SECTION A-A

GATE POST SEE

NOTE 9

A

A

PROPANE GAS PIPE

12"

4"

SELECT PIPE BEDDING

SCARE TAPE

2" SAND

NATIVE SOIL

ELECTRIC POWER

12"

4"

SELECT PIPE BEDDING

SCARE TAPE

2" SAND

NATIVE SOIL

UNDERGROUND PROPANE GAS UNDERGROUND ELECTRIC POWER

FINISH GRADE

FINISH GRADE

2"-5"

20"

10"

2"-5"

3.3'

10"

3.75 SPIKES PER SQ YD

(4.8 SPIKES PER SQ M)

FOR BLANKETS WITH THE NORTH AMERICAN

GREEN DOT SYSTEM PLACE SPIKES AS SHOWN

SPIKES IN THE BOTTOM

OF THE TRENCH PLACED

APPROXIMATELY 12"

APART.

4'

12"

BERM

12"

SPACE SPIKES AT APPROX. 12" OC

(TOP, BOTTOM, AND BOTH SIDES)

SL

O

PE

V

AR

IE

S

SE

E

G R

AD

IN

G P

LA

N

NOTES:

1. SEED & FERTILIZE WITH USFS - APPROVED MIX PRIOR TO PLACING EROSION CONTROL CONTROL

BLANKET.

2. MATERIAL:

SLOPES…