1345_-_Keller_Pk_SFM_Apprvd_Dwgs_with_ISSUE_DATE.pdf

PROJECT TEAM

COVER SHEET

KP-G001

AP XX

TAB TAB

AS SHOWN

PROJECT CODE INFORMATION

STATEMENT DSA REVIEW

PROJECT

AREA

CALIFORNIA HIGHWAY PATROL

TOWER REPLACEMENT PROJECT

KELLER PEAK

DGS PROJECT 000000000001345

GHD PROJECT 11152117

THIS PACKAGE CONTAINS SITE SPECIFIC DRAWINGS.

PROJECT MAP

PROJECT

AREA

PROJECT

AREA

PROJECT

AREA

DEPARTMENT OF GENERAL SERVICES

GHD, INC.

Matt Weber, Project Director

(916) 296-3222

Jessica Napier, Structural Engineer

(805) 858-3474

Matt Weber, Civil Engineer

(916) 296-3222

Steven Reader, Project Director

(916) 375-4379 N

AREA MAP LOCATION MAP

N

NV5

Chuck Kull, Geotechnical Engineer

(530) 478-1305

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. © 2023 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:24 August 2023 - 2:26 PM N:\US\Cameron Park\Projects\111\11152117\06-CAD\Sheets\0001 KPG001 Cover Sheet.dwgPlotted By: Luis Manzo

M. WEBER

11152117

GHD Inc.

4080 Plaza Goldorado Circle Suite B Cameron Park California 95682 USA T 1 530 677 5515 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CALIFORNIA HIGHWAY PATROL

TOWER REPLACEMENT PROJECT

KELLER PEAK

REV V2

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN

STATEMENT OF GENERAL CONFORMANCE

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

DEFERRED SUBMITTALS

SCOPE OF PROJECT

THIS PROJECT CONSISTS OF DEMOLITION OF THE EXISTING

TOWER FOUNDATION, EXCAVATION FOR NEW TOWER

FOUNDATION, MINIMAL GRADING AND CONSTRUCTION OF

NEW TOWER AND FOUNDATION.

1. APPLICABLE CODES AND STANDARDS

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

TITLE 24 CCR, PART 1 - 2019 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

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

04-120205 CHP-RESD

7/20/2023

Jessica E. Napier

6/30/24S5476

DSA

DEPARTMENT OF GENERAL SERVICES

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSADSA

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

4 4

04-120205

08/29/2023

CSFM FILE #21-S-1718-C-ER

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/25/23

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

21-1718

ISSUE DATE: SEPTEMBER 24, 2024

http://www.ghd.com/ mkweber Text Box 8-24-2023 athompso Pencil

TRUE NORTH

LEG 4

LEG 1

LEG 2

LEG 3

112°4'40"

292°4'40"

112°4'40"

TRUE NORTH

LEG 4

LEG 1

LEG 2

LEG 3

°4

'4 0"

112°4'40"

2°

4'

292°4'40"

83 8

3 0

7 840

7 8

29'

7842.00 TOW

7838.50 TOF

7842.00 TOW

7838.50 TOF

7842.00 TOW

7838.50 TOF

7839.50 TOW

7836.00 TOF

7839.50 TOW

7836.00 TOF

7839.50 TOP

OF COLUMN

7839.50 TOP

OF COLUMN

7839.50 TOP

OF COLUMN

7839.50 TOP

OF COLUMN

7839.00 FG

7838.95 FL

7839.35 FG

7839.35 FG

7839.25 FL

7839.35 FG

7839.05 FG

7839.35 FG

7839.35 FG

7839.25 FG

7839.25 FG

7839.11 FL

7838.95 FG

7837.42 FG

7839.00 FG

7841.40 FL

7841.50 FL

HIGH POINT

7839.40 FL

7841.25 FL

7836.92 FL

20'

7839.00 FG

7837.42 FG

7842.00/7839.50 TOW - 2.5' STEP

7838.50/7836.00 TOF

7839.50 TOP

OF COLUMN

7839.50 TOW

7836.00 TOF

7839.00 FG

7842.00 TOW

7838.50 TOF

PROPOSED (N)

TOWER LOCATION

EXISTING

BUILDING

EXISTING

GENERATOR

COVER

EXISTING

PROPANE TANK

EXISTING

RETAINING WALL

PROPOSED (N)

RETAINING WALL

EXISTING TOWER

5'

GHD SHEET INDEX

Sheet Number Sheet Title Drawing Number

1 COVER SHEET

2 DRAWING INDEX, DESIGN CRITERIA AND SITE ORIENTATION

3 ABBREVIATIONS AND SYMBOLS

4 PROPOSED STAGING AREA AND ANTICIPATED AREA OF DISTURBANCE

5 SITE, DEMOLITION, AND GRADING PLAN

6 CIVIL SECTIONS AND DETAILS

7 TOWER ELEVATIONS

8 TOWER SECTIONS

9 TOWER ELEV FULL LOADING

10 TOWER SECT FULL LOADING

11 STRUCTURAL NOTES

12 TOWER FOUNDATION PLAN AND ELEVATIONS, STRUCTURAL DETAILS

13 COMMON STRUCTURAL DETAILS

14 FEEDLINE BRIDGE

15 FEEDLINE BRIDGE

16 TOWER ELEVATION VIEW AND NOTES

17 MONOPOLE ELEVATION, SECTION AND DETAILS

18 MONOPOLE PLATFORM DETAILS

19 TOWER SECTIONS T1 - T4

20 TOWER SECTIONS T1 - T4

21 TOWER SECTIONS T5 - T6

22 TOWER SECTIONS T5 - T6

23 TOWER SECTIONS T7 - T8

24 TOWER SECTIONS T7 - T8

25 TOWER SECTIONS T9 - T10

26 TOWER SECTIONS T9 - T10

27 TYPICAL GRATING-BRACING

28 TYP HAND RAIL-DIAG PIPE LIGHTNING ROD EXT AND SAFETY CLIMB KITS

29 CENTER MAST

30 COAX CAGE-CLIMBING LADDER, ANTI-CLIMB AND BUS BAR

31 MW ICE BRIDGE DETAILS

32 MW ICE BRIDGE DETAILS

33 MICROWAVE MOUNT KITS

34 MICROWAVE MOUNT KITS

35 LEG-ELEVATION I.D. PLATES

36 TOWER ANCHOR BOLT TEMPLATES

37 ELECTRICAL SYMBOLS LEGEND ABBREVIATIONS AND GENERAL NOTES

38 ELECTRICAL SITE PLAN

39 ELECTRICAL DETAILS - 1

40 ELECTRICAL DETAILS - 2

41 ELECTRICAL DETAILS - 3

42 INTERCONNECT DIAGRAM VHF ANTENNAS AND RF CABLING - 1

43 INTERCONNECT DIAGRAM VHF ANTENNAS AND RF CABLING - 2

44 SITE ANTENNA LAYOUT AND PRESSURIZATION EQUIPMENT - 1

45 SITE ANTENNA LAYOUT AND PRESSURIZATION EQUIPMENT - 2

DRAWING INDEX,

DESIGN CRITERIA

AND SITE ORIENTATION

KP-G002

AS SHOWN

DESIGN CRITERIA

TOWER ORIENTATION PLAN

NTS

SITE ORIENTATION PLAN

1" = 10'

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

GRADING PLANS ARE ON GRID NORTH.

0° 32' 30.4"

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

9) , D

A T A Q

U E R

IE

D O

C T

, 2

N (D

A

TA

IS

0.

C H A N G

IN

G B

Y .0 9°

W P E R Y

E A R

FOUNDATION DESIGN CRITERIA:

FOUNDATION DESIGN IS BASED ON CRITERIA AND RECOMMENDATIONS IN THE REPORT TITLED

GEOTECHNICAL INVESTIGATION REPORT #11152117 BY GHD, INC. DATED SEPTEMBER, 2019 AND

CODE UPDATE MEMORANDUM DATED JUNE, 2021

1. BEARING PRESSURE:

BASED ON FOOTINGS BEARING ON NATIVE BEDROCK.

DEAD = 4000 PSF

DEAD AND LIVE LOAD

COMBINED = 6000 PSF

ALLOWABLE BEARING PRESSURE MAY BE INCREASED BY 1/3 FOR WIND & SEISMIC LOADS

2. LATERAL RESISTANCE:

ALLOWABLE PASSIVE RESISTANCE AT FOOTING SHALL BE 400 PCF EQUIVALENT FLUID

PRESSURE. COEFFICIENT OF FRICTION SHALL BE 0.5. FRICTION AND PASSIVE RESISTANCE

MAY BE COMBINED PROVIDED THE UPPER FOOT OF PASSIVE IS IGNORED AND STRUCTURE

IS POURED AGAINST NEATLY EXCAVATED FILL.

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

SPECIFIED IN THE GEOTECHNICAL INVESTIGATION REPORT, BUT NOT LESS THAN 36".

ICE LOADS:

IMPORTANCE FACTORS:

ICE THICKNESS = 1.25

WIND LOAD W/ICE = 1.0

DESIGN ICE THICKNESS, t i = 1.15 INCHES (PER RWDI SNOW AND ICE LOADING REPORT) CROSS-SECTIONAL AREA OF ICE A iz = CALCULATE PER SECTION 2.6.8 OF TIA-222-H

BASIC WIND SPEED WITH ICE V = 30MPH PER TIA-222-H

TOPOGRAPHIC FACTOR Kzt = 2.91 @ 0', 2.84 @ 100'

SNOW LOADS

GROUND SNOW LOAD Pg = 145 PSF (PER RWDI SNOW AND ICE LOADING REPORT)

WIND DESIGN DATA:

SITE WIND VELOCITY = 125 MPH

WIND IMPORTANCE FACTOR I = 1.00

WIND EXPOSURE = C

Kzt = 2.91 @ 0', 2.84 @ 100'

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE

FACTOR Ie = 1.5

OCCUPANCY CATEGORY = IV

(PER TABLE 1604.5)

SITE CLASS = C

SPECTRAL RESPONSE SDS = 1.20g COEFFICIENTS SD1 = 0.56g

SEISMIC DESIGN CATEGORY = D

RESPONSE MODIFICATION

FACTOR R = 3.0 LATTICE SELF-SUPPORTING STRUCTURES

ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE

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

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. © 2023 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:24 August 2023 - 2:27 PM N:\US\Cameron Park\Projects\111\11152117\06-CAD\Sheets\0002 KPG002 Dwg Index Dsgn Criteria.dwgPlotted By: Luis Manzo

M. WEBER

11152117

GHD Inc.

4080 Plaza Goldorado Circle Suite B Cameron Park California 95682 USA T 1 530 677 5515 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CALIFORNIA HIGHWAY PATROL

TOWER REPLACEMENT PROJECT

KELLER PEAK

REV V2

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN

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 #)

11.69°

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)

STANTEC

SHEET NO.

SHEET NUMBER

DRAWING NUMBERSHEET TITLE

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)

TOTAL NO. SHEETS: 57

SUBTOTAL NO. SHEETS: 12

STRUCTURAL DETAILS FOR RADIO AND MICROWAVE ANTENNA MOUNTING BRACKETS

DSA APPLICATION NUMBER: 02-119809

STATE OF CALIFORNIA

SUBTOTAL NO. SHEETS: 45

KP-G001

KP-G002

KP-G003

KP-G004

KP-C101

KP-C501

KP-TE101

KP-TE102

KP-TE103

KP-TE104

KP-S001

KP-S101

KP-S501

KP-S701

KP-S702

KP-S801

KP-S802

KP-S803

KP-S804

KP-S805

KP-S806

KP-S807

KP-S808

KP-S809

KP-S810

KP-S811

KP-S812

KP-S813

KP-S814

KP-S815

KP-S816

KP-S817

KP-S818

KP-S819

KP-S820

KP-S821

KP-E001

KP-E101

KP-E501

KP-E502

KP-E503

KP-E601

KP-E602

KP-E603

KP-E604

N

DSA

DEPARTMENT OF GENERAL SERVICES

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSADSA

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

4 4

04-120205

08/29/2023

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/25/23

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

21-1718

ISSUE DATE: SEPTEMBER 24, 2024

file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf file:///..\..\..\02-Communication\Others-From\2023-08-29 DSA Approved Docs\04-120205_DWG_A.pdf http://www.ghd.com/ mkweber Text Box 8-24-2023

ABBREVIATIONS

AND SYMBOLS

KP-G003

NTS

S Y M B O L SA 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 OTHERWISE NOTEDUON

UNLESS NOTED OTHERWISE

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 DRAINRD

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 PROTECTIONRSP

REINFORCEREINF

REGISTERREG

RETURN AIRRA

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

COLUMNCOL

CONC MASONRY UNITCMU

CAULKINGCLKG

CEILINGCLG

CONTROL JOINTCJ

CEMENTCEM

BLOCKBLK

BUILDINGBLDG

ARCHITECTURALARCH

ARCHITECT/ENGINEERA/E

JOINT JT

JOISTJST

INCH OR INCHES

INSIDE DIAMETER

OVERO/

FOS FACE OF STUD

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

DELAYED DEMOLITION

DBL

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

PANEL

PROOF

SEE DETAIL 5 ON SHEET 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

BOW BOTTOM OF WALL

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

UG UNDERGROUND

SW SOUTHWEST

SE SOUTHEAST

NE NORTHEAST

NW NORTHWEST

NEW GROUND ELEVATION @ SWALE FLOWLINE

FINISH GRAVEL ELEVATION FG=997.80

DD

EQ

EL

EJ

FIN

FE

FDN

FD

FB

FT

HC

HB

GYP

GR

GL

GI

GALV

HDR

GA

IN

ID

ROUGH OPENINGRO

UNO TO BE (DD)

AL

995.5

TOP OF STOOP

EL=995.52

980.0

SWALE

LIQUIFIED PETROLEUM GASLPG

RAIN WATER LEADERRWL

TOS TOP OF STEEL

TO TOP OF

BO BOTTOM OF

CAL FIRECDF

TOC TOP OF CONCRETE

A501

ON SHEET KP-A501

BUILDING SECTION B

B

KP-A501

B

KP-A501

NEW PROPANE TANK(S) WITH CONCRETE PAD

TOF TOP OF FOOTING

FINISHED GRADEFG

FLOWLINEFL

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. © 2023 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:24 August 2023 - 2:28 PM N:\US\Cameron Park\Projects\111\11152117\06-CAD\Sheets\0003 KPG003 Abbreviations and Sym.dwgPlotted By: Luis Manzo

M. WEBER

11152117

GHD Inc.

4080 Plaza Goldorado Circle Suite B Cameron Park California 95682 USA T 1 530 677 5515 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CALIFORNIA HIGHWAY PATROL

TOWER REPLACEMENT PROJECT

KELLER PEAK

REV V2

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN

UNO

DSA

DEPARTMENT OF GENERAL SERVICES

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSADSA

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

4 4

04-120205

08/29/2023

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/25/23

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

21-1718

ISSUE DATE: SEPTEMBER 24, 2024

http://www.ghd.com/ mkweber

PROPOSED STAGING AREA AND

ANTICIPATED AREA

OF DISTURBANCE

KP-G004

NTS

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. © 2023 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:24 August 2023 - 2:28 PM N:\US\Cameron Park\Projects\111\11152117\06-CAD\Sheets\0004 KPG004 Proposed Staging Area.dwgPlotted By: Luis Manzo

M. WEBER

11152117

GHD Inc.

4080 Plaza Goldorado Circle Suite B Cameron Park California 95682 USA T 1 530 677 5515 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CALIFORNIA HIGHWAY PATROL

TOWER REPLACEMENT PROJECT

KELLER PEAK

REV V2

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN 4 of 57

DSA

DEPARTMENT OF GENERAL SERVICES

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSADSA

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

4 4

04-120205

08/29/2023

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/25/23

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

21-1718

ISSUE DATE: SEPTEMBER 24, 2024

http://www.ghd.com/ mkweber

34 78

(E) PROPANE TANK TO REM

AIN

(E) PROPANE TANK TO REM

AIN

(E) WALL

TO REMAIN

(E) CONCRETE TO REM

AIN

(E) GENERATOR COVER

TO REMAIN

(E) TOWER

TO REMAIN

PROPOSED RETAINING WALL

A

KP-S101

N=1895139.66 E=6848945.60

LAT N034° 11' 46.31"

LONG W117° 02' 59.86"

EARTHSCOPE EQUIPMENT

DO NOT DISTURB

29'

A

(E) BUILDING

TO REMAIN

A

KP-C501

B K P -C

2:1

2:

KP-C501

KP-C501

KP-C501

KP-C501

7842.00 TOW

7838.50 TOF

7842.00 TOW

7838.50 TOF

7842.00 TOW

7838.50 TOF

7839.50 TOW

7836.00 TOF

7839.50 TOW

7836.00 TOF

7839.50 TOP

OF COLUMN

7839.50 TOP

OF COLUMN

7839.50 TOP

OF COLUMN

7839.50 TOP

OF COLUMN

7839.00 FG

7838.95 FL

7839.35 FG

7839.35 FG

7839.25 FL

7839.35 FG

7839.05 FG

7839.35 FG

7839.35 FG

7839.25 FG

7839.25 FG

7839.11 FL

7838.95 FG

7837.42 FG

7839.00 FG

7841.40 FL

7841.50 FL

HIGH POINT

7839.40 FL

7841.25 FL

7836.92 FL

KP-S101

20'

KP-C501

7839.00 FG

2:

(TYP)

7837.42 FG

KP-C501

KP-C501

(TYP)

7842.00/7839.50 TOW - 2.5' STEP

7838.50/7836.00 TOF

7839.50 TOP

OF COLUMN

KP-S101

7839.50 TOW

7836.00 TOF

7839.00 FG

A

PROPOSED (N)

TOWER LOCATION

4.

5'

7842.00 TOW

7838.50 TOF

N=1895143.15 E=6849004.38

LAT N034° 11' 46.34"

LONG W117° 02' 59.16"

RETAINED

SIDE

RETAINED

SIDE

RETAINED

SIDE

TRUE NORTH

LEG 4

LEG 1

LEG 2

LEG 3

°4

'4 0"

112°4'40"

2°

4'

292°4'40"

112°4'40"

COORDINATE POINT TABLE

POINT #

EASTINGS

6849004.38

6848996.38

6849023.26

6849012.37

6848985.50

6848999.14

6849016.75

6849009.61

6848992.00

NORTHINGS

1895143.15

1895162.04

1895151.14

1895124.26

1895135.16

1895155.52

1895148.38

1895130.77

1895137.92

DESCRIPTION

MIDDLE OF CENTER COLUMN

NW CORNER OF FOUNDATION

NE CORNER FACE OF RETAINING WALL

SE CORNER FACE OF RETAINING WALL

SW CORNER FACE OF RETAINING WALL

MIDDLE OF NW COLUMN

MIDDLE OF NE COLUMN

MIDDLE OF SE COLUMN

MIDDLE OF SW COLUMN

SITE, DEMOLITION,

AND GRADING PLAN

KP-C101

PEM PEM

TAB TAB

1" = 5'

0 10'5' TOWER ORIENTATION PLAN

NTS

N

SHEET KEYNOTES

1. (E) TOWER FOUNDATION TO BE REMOVED

2. CABLE BRIDGE

3. CONCRETE MAT FOUNDATION FOR TOWER (SEE STRUCTURAL SHEETS)

TOP OF FOUNDATION ELEVATION = 7834.25

BOTTOM OF FOUNDATION ELEVATION = 7830.25

4. PLACE 4" AB OVER COMPACTED SUBGRADE

5. SPOIL AREA - FLATTEN PROPOSED SLOPE AS NECESSARY TO SPOIL EXCESS

MATERIAL

BASIS OF BEARING

THE BASIS OF BEARINGS FOR THIS SURVEY IS CCS ZONE 5, NAD83 (EPOCH 2010.00) AS

DETERMINED BY GPS FAST-STATIC TIES TO CORS STATIONS, DN5674 RDMT,

DN5633 DSSC, DK6393 NOCO, DN7425 P582, DK6384 BMHL, AF9708 PIN1, DH7054 CNPP

DM7506 CHIL, DM7569 P603.

BENCHMARK

THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88.

EXISTINGPROPOSED

GROUND ELEVATION

TOP OF SLOPE

GROUND CONTOUR

AB

BOW

(E) E

FG

FL

GB

LAT

LONG

(N) N

TOW

AGGREGATE BASE

BOTTOM OF WALL

EXISTING

EASTING

FINISHED GRADE

FLOWLINE

GRADE BREAK

LATITUDE

LONGITUDE

NEW

NORTHING

TOP OF WALL

CONCRETE

STRAW WATTLE

DITCH FLOWLINE

PLAN VIEW

SCALE: 1" = 5'

ABBREVIATIONS

7839.1± EG

LEGEND

HORIZONTAL/ VERTICAL

SITE CONTROL

SHEET GENERAL NOTES

1. EXCESS EXCAVATION SOIL CAN BE SPREAD ONSITE AT SPECIFIC AREAS.

CONTRACTOR TO VERIFY LOCATION WITH DGS PRIOR TO SPREADING.

2. THE CONTRACTOR SHALL REPAIR ALL ACCESS ROAD SURFACES TO THE SAME

CONDITION AS THEY WERE AT THE START OF THE PROJECT TO THE SATISFACTION

OF THE DGS PROJECT DIRECTOR UPON COMPLETION OF THE PROJECT.

3. 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" AGGREGATE BASE

COORDINATE POINT TABLE BASED ON CALIFORNIA ZONE 5 STATE PLANE

COORDINATE SYSTEM.

DEMO/SEQUENCING OF CONSTRUCTION

SCALE: NTS

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. © 2023 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:24 August 2023 - 2:29 PM N:\US\Cameron Park\Projects\111\11152117\06-CAD\Sheets\0005 KPC101 Site Demo and Grdg Plan.dwgPlotted By: Luis Manzo

M. WEBER

11152117

GHD Inc.

4080 Plaza Goldorado Circle Suite B Cameron Park California 95682 USA T 1 530 677 5515 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CALIFORNIA HIGHWAY PATROL

TOWER REPLACEMENT PROJECT

KELLER PEAK

REV V2

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN 5 of 57

DSA

DEPARTMENT OF GENERAL SERVICES

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSADSA

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

4 4

04-120205

08/29/2023

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/25/23

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

21-1718

ISSUE DATE: SEPTEMBER 24, 2024

http://www.ghd.com/ mkweber

(E) GROUND

1' OVER EXCAVATE

1' OVER EXCAVATE

2:1

29'

SEE STRUCTURAL

SHEETS FOR TOWER

FOUNDATION DESIGN

KP-C501

SEE DETAIL A, SHEET KP-S101

FOR RETAINING WALL DESIGN

4" AB OVER COMPACTED

SUBGRADE

TOC=7839.50

SEE STRUCTURAL SHEETS

FOR COLUMN DESIGN

TOC=7834.25

ENGINEERED FILL

FOR SLOPES STEEPER THAN 6:1 FILL SHALL

BE BENCHED INTO EXISTING GRADE WITH A

MINIMUM BENCH WIDTH OF 8 FEET AND

BENCH HEIGHT BETWEEN 6 TO 12 INCHES.

PROPOSED GRADE

SEE DETAIL A, SHEET KP-S101

FOR RETAINING WALL DESIGN

1.

5'

NATIVE BEDROCK

(E) GROUND

(E) BUILDING

1' OVER EXCAVATE

1' OVER EXCAVATE

2:1

SEE STRUCTURAL

SHEETS FOR TOWER

FOUNDATION DESIGN

29'

KP-C501

KP-C501

CONTRACTOR TO VERIFY DEPTH OF (E)

BUILDING FOUNDATION. IF UNDERMINED,

CONTRACTOR TO PROVIDE TEMPORARY

SHORING PER THE RECOMMENDATIONS OF

THE GEOTECHNICAL REPORT.

SEE DETAIL A, SHEET KP-S101

FOR RETAINING WALL DESIGN

4" AB OVER COMPACTED SUBGRADE

TOC=7839.50

SEE STRUCTURAL SHEETS

FOR COLUMN DESIGN (TYP)

TOC=7839.50

TOC=7834.25

2:1 ENGINEERED FILL

PROPOSED GRADE

4" AB OVER

COMPACTED

SUBGRADE

1:1 INFLUENCE LINE

FROM ADJACENT

BUILDING STRUCTURE4'

FOR SLOPES STEEPER THAN 6:1 FILL SHALL

BE BENCHED INTO EXISTING GRADE WITH A

MINIMUM BENCH WIDTH OF 8 FEET AND

CIVIL SECTIONS AND DETAILS

KP-C501

PEM PEM

TAB TAB

AS NOTED

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 6" M

IN

12" 12"

PLACE CLASS NO. 3 RSP PER PER SPEC 31 20 00

EARTH MOVING. 12" MIN THICKNESS

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 PLAN IS 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.

2:1 2:1 6" M

IN

12" 12"

A

SECTION A-A

SCALE: 1"=5'

B

SECTION B-B

SCALE: 1"=5'

STRAW WATTLE

SCALE: NTS

ROCK LINED DITCH

SCALE: NTS

EARTH DITCH

SCALE: NTS

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. © 2023 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:24 August 2023 - 2:29 PM N:\US\Cameron Park\Projects\111\11152117\06-CAD\Sheets\0006 KPC501 Civil Sections and Details.dwgPlotted By: Luis Manzo

M. WEBER

11152117

GHD Inc.

4080 Plaza Goldorado Circle Suite B Cameron Park California 95682 USA T 1 530 677 5515 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CALIFORNIA HIGHWAY PATROL

TOWER REPLACEMENT PROJECT

KELLER PEAK

REV V2

REVIEWER:

REVIEWER SIGNATURE:

DATE REVIEWER:

PSC OPERATIONS PLAN REVIEW

NO EXCEPTIONS TAKEN 6 of 57

DSA

DEPARTMENT OF GENERAL SERVICES

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSADSA

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

4 4

04-120205

08/29/2023

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/25/23

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

21-1718

ISSUE DATE: SEPTEMBER 24, 2024

http://www.ghd.com/ mkweber

19'-0"

20'

40'

60'

80'

100'

LIGHTNING

1" DIA X 8'-0"

COPPER CLAD STEEL

80' TOWER ELEVATIONS

NORTH VIEW EAST VIEW SOUTH VIEW WEST VIEW

LEG 4 LEG 1 LEG 1 LEG 2 LEG 3 LEG 3

19'-0"

20'

40'

60'

80'

100'

19'-0"

20'

40'

60'

80'

100'

19'-0"

20'

40'

60'

80'

100'

LEG 2 LEG 4

80-4A

60-4A

LEGEND:

ANDREWS

UHX10-59W-P3A

(ICE BRIDGE NOT SHOWN FOR

CLARITY - SEE SHEET KP-S816 AND

KP-S817 FOR ICE BRIDGE DETAILS)

OR OR

80-1B

40-4A

60-4B 60-2B

70-3

50-3

30-3

60-2B

50-2.5

40-3A

20-3

80-4A

80-3B

70-3

50-3

60-4B

40-4B

40-3A

20-3

KELLER PLAN TO LOAD

80-3.6

80-3A

TELEWAVE

ANT734-960F2

KRECO

CO-41HN

RFS

BA6312-1

40-4B

60-1B

80-1B

60-1B

80-3A

80-3B

RFS

220-3BN

ANDREW

UHX8-59W-P3A

OR

SINCLAIR

SD112-SF2PASNM

RFS

1610-1

AMPHENOL

WPA-800120-4CF-EDIN-NE-3 OR

13'-0" 13'-0"

13'-0" 13'-0"

60-4A

70-2.5

30-2.5

30-3

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

40-4A

ANTI-NESTING CONE, TYP

SEE

KP-S802

70-3.5

80-4B

80-3.2

80-3.8

80-3.4

NOTES:

1. THIS SHEET IS PROVIDED IN ORDER TO IDENTIFY ANTENNAE REQUIRED TO BE INSTALLED FOR THIS PROJECT. IT IS NOT TO BE CONSIDERED A STRUCTURAL DRAWING. REFER TO THE DSA APPROVED HARDWARE PC DRAWINGS OR THE DETAILED TOWER STRUCTURE DRAWINGS FOR ANTENNA

MOUNTING HARDWARE OR OTHER INFORMATION NOT SHOWN.

2. ICE BRIDGE(S) NOT SHOWN ON DISHES FOR CLARITY.

3. A REFLECTOR PIPE IS REQUIRED BEHIND THESE ANTENNAS, MIN 12" LONGER AT TOP AND BOTTOM OF THE ANTENNAS. FOR EASE OF INSTALLATION THIS PIPE CAN BE ONE CONTINUOUS PIPE BEHIND BOTH ANTENNAS. THESE ANTENNAS ARE TO BE INSTALLED A SPECIFIC DISTANCE (FREQUENCY

DEPENDENT) FROM THE REFLECTOR.

GABRIEL

QFD6-54-N

SCALA

K531741

XX-XXANTENNA TAG. SEE ANTENNA

SCHEDULE IN SPECIFICATION

SECTION 135000

TOWER ELEVATIONS

KP-TE101

AS SHOWN

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. © 2023 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:24 August 2023 - 2:29 PM N:\US\Cameron Park\Projects\111\11152117\06-CAD\Sheets\0007 KPTE101 Tower Elevations.dwgPlotted By: Luis Manzo

M. WEBER

11152117

GHD Inc.

4080 Plaza Goldorado Circle Suite B Cameron Park California 95682 USA T 1 530 677 5515 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CALIFORNIA HIGHWAY PATROL

TOWER REPLACEMENT PROJECT

KELLER PEAK

REV V2

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. 6/30/24

DSA

DEPARTMENT OF GENERAL SERVICES

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSADSA

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

4 4

04-120205

08/29/2023

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/25/23

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

21-1718

ISSUE DATE: SEPTEMBER 24, 2024

http://www.ghd.com/ mkweber

80' TOWER PLATFORM SECTIONS

SECTION AT ±80'

SECTION A-A

SECTION AT ±50'

SECTION D-D

SECTION AT ±70'

SECTION B-B

SECTION AT ±40'

SECTION E-E

SECTION AT ±60'

SECTION C-C

SECTION AT ±30'

SECTION F-F

1 4

3 2

3 2

3 2

SECTION AT ±20'

SECTION F-F

20-3

40-3A

40-4B

40-4A

30-2.5

30-3

50-2.5

50-3

60-2B

60-4B

60-1B 60-4A

70-2.5

70-3.5

70-3

80-3B

80-3A

80-1B

80-3.6

80-4A

3 2

3 2

3 2

3 2

80-2.8

80-3.8

80-3.2

80-2.2

80-1.2

80-1.8

80-4.2 80-4.8

80-2.6 80-2.4

80-3.4

80-3.6

80-1.4

80-1.6

80-4.4 80-4.6

60-2.5

60-1.5

60-4.5

60-3.5

40-2.5

40-1.5

40-4.5

40-3.5

20-2.5

20-1.5

20-4.5

20-3.5

NOTE:

THIS SHEET IS PROVIDED IN ORDER TO IDENTIFY ANTENNAE REQUIRED TO BE INSTALLED FOR THIS PROJECT. IT IS NOT TO BE CONSIDERED A STRUCTURAL DRAWING. REFER TO THE DSA APPROVED HARDWARE

PC DRAWINGS OR THE DETAILED TOWER STRUCTURE DRAWINGS FOR ANTENNA MOUNTING HARDWARE OR OTHER INFORMATION NOT SHOWN.

TOWER SECTIONS

KP-TE102

AS SHOWN

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. © 2023 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:24 August 2023 - 2:30 PM N:\US\Cameron Park\Projects\111\11152117\06-CAD\Sheets\0008 KPTE102 Tower Sections.dwgPlotted By: Luis Manzo

M. WEBER

11152117

GHD Inc.

4080 Plaza Goldorado Circle Suite B Cameron Park California 95682 USA T 1 530 677 5515 W www.ghd.com

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CALIFORNIA HIGHWAY PATROL

TOWER REPLACEMENT PROJECT

KELLER PEAK

REV V2

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. 6/30/24

N

DSA

DEPARTMENT OF GENERAL SERVICES

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSADSA

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

4 4

04-120205

08/29/2023

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

10/25/23

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

21-1718

ISSUE DATE: SEPTEMBER 24, 2024

http://www.ghd.com/ mkweber

18'-0"

20'

40'

60'

80'

100'

LIGHTNING

1" DIAx8'-0"

COPPER CLAD STEEL

NOTE:

1. ANTENNAS SHOWN ARE REPRESENTIVE AND FOR STRUCTURE DESIGN PURPOSES ONLY. REFER TO SPECIFICATION SECTION FOR TOWER STRUCTURAL DESIGN REQUIREMENTS, SPECIFICATION SECTION 13 50 00 FOR ANTENNA

LAYOUT AND CONFIGURATION REQUIREMENTS, AND TO SITE SPECIFIC TOWER ELEVATIONS FOR ANTENNAS BEING INSTALLED. THESE ARE TYPICAL DETAILS.

80' TOWER ELEVATIONS

NORTH VIEW EAST VIEW SOUTH VIEW WEST VIEW

LEG 4 LEG 1 LEG 1 LEG 2 LEG 3 LEG 3

70-1 70-4

50-1 50-4

30-430-1

30-4.5

18'-0"

20'

40'

60'

80'

100'

18'-0"

20'

40'

60'

80'

100'

18'-0"

20'

40'

60'

80'

100'

LEG 2 LEG 4

80-1B

80-1A

80-4.8

80-4A

80-4B

60-1B

60-1A

60-4A

60-4B

80-4.2

60-4.5 70-4.5

50-4.5

40-1B

40-1A

LEGEND:

ANDREW

UHX10-59W-P3A

ANDREW

DB674G65A-C

OR

OR OR

80-2B

80-2A

80-1A

80-1B

80-1.2

OR OR OR

80-1.8

40-4A

40-4B

70-2 70-1

50-1 50-1

30-1 30-2

30-1.5

60-2B

60-2A

60-1A

60-1B

60-1.5 70-1.5

50-1.5

40-2B

40-1A

40-1A

40-1B

80-3B

80-3A

80-2A

80-2B

80-2.280-2.8

70-3 70-2

50-3 50-2

30-2 30-3

30-2.5

60-3B

60-3A

60-2A

60-2B

60-2.5 70-2.5

50-2.5

40-3B

40-3A

40-2A

40-2B

20-1B

20-1A

20-4A

20-4B

40-4.5

20-4.5

20-2B

20-2A

20-1A

20-1B

20-1.5

40-1.5

20-3B

20-3A

20-…