Combined Construction Drawings & Pictures.pdf

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SITE UTILITY FINDINGS

LAX Radar Facility Los Angeles, CA

LEGEND

Electric U Panel

Vault Fiber Optic

Vault Line Type

Electric Electric (Empty Conduit) Electric (Overhead) Fiber Optic Ground Wire

2606 Foothill Boulevard, Suite G La Crescenta, CA. 91214

Note:

Depth to Utility Line in Inches is Shown When Available

ex. depth to Electric line at call out location:32"

ID Task Name Start Finish Duration Predecesso

1 AWP-2214 LAX RR Tower Replacement Engineering Design

Mon 3/12/18 Tue 2/26/19 252 days

2 Work Release Approval and Funding Mon 3/12/18 Mon 3/12/18 0 days 3 Site Surveys: Land Survey, Utilities, Soil Testing Mon 3/12/18 Fri 5/18/18 50 days 9 Engineering Packages - Complete Wed 4/4/18 Wed 6/13/18 51 days 10 90% Tower Package Wed 4/4/18 Fri 5/18/18 33 days 14 90% FAA Review Mon 5/21/18 Wed 6/13/18 18 days 18 75% Construction Design Mon 4/9/18 Fri 5/18/18 30 days 22 75% FAA Review Mon 5/21/18 Wed 6/13/18 18 days 25 Engineering Packages - In Progress Thu 6/14/18 Mon 9/10/18 63 days 26 Tower Package (100% and Final) Thu 6/14/18 Mon 9/3/18 58 days 27 100% Design Package Thu 6/14/18 Mon 8/13/18 42 days 28 100% Tower Design Thu 6/14/18 Mon 7/2/18 13 days 17 29 100% Intracheck Tue 7/3/18 Thu 7/5/18 3 days 28 30 Parsons 100% submittal Mon 8/13/18 Mon 8/13/18 0 days 31 100% FAA Review Tue 8/14/18 Mon 8/27/18 10 days 32 100% FAA Review Tue 8/14/18 Mon 8/27/18 10 days 30 33 100% FAA Comments Due to Parsons Mon 8/27/18 Mon 8/27/18 0 days 32 34 Final Design Tue 8/28/18 Mon 9/3/18 5 days 35 Final Design Tue 8/28/18 Thu 8/30/18 3 days 33 36 Final Intracheck Fri 8/31/18 Mon 9/3/18 2 days 35 37 Parsons Final Tower Submittal Mon 9/3/18 Mon 9/3/18 0 days 36 38 Platform Package (100% and Final) Tue 7/3/18 Mon 9/3/18 45 days 39 100% Platform Package Tue 7/3/18 Mon 8/13/18 29 days 40 100% Platform Design Tue 7/3/18 Fri 7/20/18 14 days 41 100% Intracheck Mon 7/23/18 Wed 7/25/18 3 days 40 42 Parsons 100% Platform submittal Mon 8/13/18 Mon 8/13/18 0 days 43 100% FAA Review Tue 8/14/18 Mon 8/27/18 10 days 42 44 100% FAA Review Tue 8/14/18 Mon 8/27/18 10 days 42 45 100% FAA Comments Due to Parsons Mon 8/27/18 Mon 8/27/18 0 days 44 46 Final Design Tue 8/28/18 Mon 9/3/18 5 days 47 Final Design Tue 8/28/18 Thu 8/30/18 3 days 45 48 Final Intracheck Fri 8/31/18 Mon 9/3/18 2 days 47 49 Parsons Final Submittal Mon 9/3/18 Mon 9/3/18 0 days 48 50 Construction Package (100% and Final) Fri 7/6/18 Mon 9/10/18 47 days 51 100% Design Package Fri 7/6/18 Mon 8/13/18 27 days 52 100% Design Fri 7/6/18 Mon 8/13/18 27 days 53 100% Design - Option A Tower Fri 7/6/18 Fri 7/13/18 6 days 24 54 100% Design - Option B Platform Mon 7/16/18 Fri 8/3/18 15 days 53 55 100% Intra/Inter-Check Mon 8/6/18 Wed 8/8/18 3 days 54 56 100% Construction Cost Estimate Mon 8/6/18 Mon 8/13/18 6 days 54 57 Parsons 100% Submittal Mon 8/13/18 Mon 8/13/18 0 days 58 100% FAA Review Tue 8/14/18 Mon 8/27/18 10 days 57 59 100% FAA Review Tue 8/14/18 Mon 8/27/18 10 days 60 100% FAA Comments Due to Parsons Mon 8/27/18 Mon 8/27/18 0 days 59 61 Final Package Tue 8/28/18 Mon 9/10/18 10 days 62 Final Design Tue 8/28/18 Mon 9/10/18 10 days 63 Final Design Tue 8/28/18 Wed 9/5/18 7 days 60 64 Final Intra/Inter-Check Thu 9/6/18 Mon 9/10/18 3 days 63 65 Parsons Final Submittal Mon 9/10/18 Mon 9/10/18 0 days 64 66 Procurement Wed 3/21/18 Fri 10/5/18 143 days 67 Announcement Release for Tower & Construction Wed 3/21/18 Tue 4/17/18 4 wks 68 Blue Butterfly Season Mon 7/2/18 Fri 8/31/18 9 wks 69 RFO Solicitation Release (aligned w/100% FAA

Review Comments) Wed 8/29/18 Wed 8/29/18 0 days 59FS+2 days

70 Prebid Telecon Thu 9/6/18 Thu 9/6/18 0 days 69FS+1 wk 71 Prebid Site Walk Wed 9/12/18 Wed 9/12/18 0 days 70FS+1 wk 72 Bids due Wed 9/26/18 Wed 9/26/18 0 days 71FS+2 wks 73 Bid Evaluation w/FAA Thu 9/27/18 Fri 10/5/18 7 days 72 74 Subcontract Award Fri 10/5/18 Fri 10/5/18 0 days 73 75 Preconstruction Activities Fri 10/12/18 Mon 1/7/19 61 days 76 Post Award Telecon Fri 10/12/18 Fri 10/12/18 0 days 74FS+1 wk 77 Tower Submittals Mon 10/15/18 Fri 10/26/18 2 wks 76 78 Manufacture Towers Mon 10/29/18 Fri 12/7/18 6 wks 77 79 Construction Submittals Mon 10/15/18 Fri 10/26/18 2 wks 76 80 Precon Meeting Mon 1/7/19 Mon 1/7/19 1 day 81 Construction (pending LAWA/FAA approval) Fri 11/16/18 Tue 2/26/19 73 days 82 Thanksgiving Moratorium Fri 11/16/18 Mon 11/26/18 7 days 83 Tower Delivered to Site Mon 12/10/18 Wed 12/12/18 3 days 82 84 Christmas Moratorium Fri 12/21/18 Mon 1/7/19 12 days 85 NTP Tue 1/8/19 Tue 1/8/19 1 day 84 86 Civil Site Work Wed 1/9/19 Tue 1/22/19 10 days 85 87 Foundation Work Wed 1/23/19 Tue 1/29/19 5 days 86 88 Tower Erection Wed 1/30/19 Tue 2/12/19 10 days 87 89 Grounding and Lightning Protection Work Wed 2/13/19 Tue 2/19/19 5 days 88 90 Electrical Work Wed 2/20/19 Tue 2/26/19 5 days 89 91 Final Inspection/CAI Tue 2/26/19 Tue 2/26/19 0 days 90 92 Demobilize Tue 2/26/19 Tue 2/26/19 0 days 90

3/12

8/13

8/27

9/3

8/13

8/27

9/3

8/13

8/27

9/10

8/29

9/6 9/12

9/26

10/5

10/12

2/26 2/26

6/186/25 7/2 7/9 7/167/237/30 8/6 8/138/208/27 9/3 9/109/179/2410/110/810/1510/2210/2911/511/1211/1911/2612/312/1012/1712/2412/311/7 1/141/211/28 2/4 2/112/182/25 3/4 3/113/183/25 4/1 4/8 4/154/224/29 5/6 5/135/205/27 6/3 6/106/176/24 7/1 7/8 7/157/227/29 8/5 8/128/198/26 9/2 9/9 9/169/239/3010/710/1410/2110/2811/411/1111/1811/2512/212/912/1612/2312/301/6 1/131/201/27 2/3 2/102/172/24 3/3 3/ July August September October November December January February March April May June July August September October November December January February March

Task

Split

Milestone

Summary

Project Summary

External Tasks

External Milestone

Inactive Task

Inactive Milestone

Inactive Summary

Manual Task

Duration-only

Manual Summary Rollup

Manual Summary

Start-only

Finish-only

Deadline

Progress

Manual ProgressPARSONS

Work Release: AWP-2214 Project: LAX RR-1 Tower Replacement Date: Wed 8/8/18

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

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CA

RCL

NS 07/09/2018

C

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T R

U C

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N

PROJECT ENGINEER

LOS ANGELES

LOS ANGELES INTERNATIONAL AIRPORT

REMOTE RECEIVER TOWER REPLACEMENT

RR

LAX-D-RR-G005

la x d r r g .d g n

TRANSPORTATION

OF

DEPARTMENT

D E P A R

TM

EN

T O

F TRANSPOR

T A T

IO

N

U N

IT

E

D STATES OF

AM

E R

IC

A

AVIA

T

I O

N

L A

R E

D E

F

TRAT

IO

N

SI

NI

M

D A

ADMINISTRATION

AVIATION

FEDERAL

DRAWING TITLEDRAWING NUMBER

GENERAL

FEDERAL AVIATION ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

ELECTRICAL

DEMOLITION

DEMOLITION PLAN

CIVIL

DRAWING INDEX

1406092

CHRISTINE TRUONG CLIFF RUSTAD

ENGINEERING SERVICES

INFRASTRUCTURE

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

DRAWING NUMBER DRAWING TITLE

REFERENCE DRAWINGS

WE-D-641-41129-rr1-19a

WE-D-641-41129-28a

WE-D-641-41129-27c

WE-D-641-41129-27b

WE-D-641-41129-27a

LOCATION: LOS ANGELES, CALIFORNIA

NOT TO SCALE

VICINITY MAP - LAX

REMOTE RECEIVER SITE RR-1 EQUIPMENT FLOOR PLAN

ATCT/RR-2 BLDG ELECTRICAL DETAILS

ATCT - REMOTE RECEIVER #2 PLOT PLAN & ANTENNA SELF SUPPORTING TOWER STRUCTURE

ATCT REMOTE RECEIVER TOPOGRAPHY MAP

REMOTE RECEIVER PLOT PLAN

COVER SHEET, DRAWING INDEX & VICINITY MAP

100% ENGINEERING DESIGN PACKAGE

(LAX RR-1 - OPTION B)

REMOTE RECEIVER TOWER REPLACEMENT

LOS ANGELES INTERNATIONAL AIRPORT

S A

F E

T Y

Q

U A L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORTSERVI

C E S

C

O N

T R

A C

T

RELEASED FOR:

100% SUBMITTAL-

FOR REVIEW PURPOSES ONLY

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

PTSI Managed Services Inc.

(310) 414-4050

880 Apollo Street

Suite 155

El Segundo, CA 90245

(310) 414-4088 (Fax)

08/13/2018

WR-2214

LAX-D-RR-G005

LAX-D-RR-D002

OPTION B

STRUCTURAL

LAX-D-RR-S007

LAX-D-RR-S006

LAX-D-RR-S005

PLATFORM CONFIGURATION

TOWER ELEVATION AND DETAILS

GENERAL NOTES

COVER SHEET, DRAWING INDEX & VICINITY MAP

LAX-D-RR-E037

LAX-D-RR-E036

LAX-D-RR-E035

LAX-D-RR-E034

LAX-D-RR-E033

LAX-D-RR-E032

LAX-D-RR-E031

LAX-D-RR-E030

LAX-D-RR-E029

LAX-D-RR-E028

LAX-D-RR-E027

LAX-D-RR-E026

LAX-D-RR-E025

LIGHTNING PROTECTION STUDY ANTENNA TOWER ZONE OF PROTECTION

PANEL SCHEDULE

LIGHTING DETAILS

BUILDING JUNCTION BOX DETAILS

TOWER ANTENNA JUNCTION BOX LAYOUT

ELECTRICAL DETAILS

CABLE SUPPORT ASSEMBLY ELEVATION VIEW

PLATFORM POWER PLAN

LIGHTNING PROTECTION SYSTEM DETAILS

GROUNDING & LIGHTNING PROTECTION PLANS

FLOOR PLAN

RF CABLE DUCTBANK PLAN

SYMBOLS LEGEND, NOTES AND ABBREVIATIONS

KG

MGR: ENGINEERING - LA A

LAX-D-RR-C010

LAX-D-RR-C009

LAX-D-RR-C008

LAX-D-RR-C007

LAX-D-RR-C006

SECTIONS AND DETAILS

NEW TOWER CONSTRUCTION SITE PLAN

GRADING PLAN

EXISTING SITE PLAN

CIVIL GENERAL NOTES AND ABBREVIATIONS

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:1

:4

P M

R lu p in

DATE

APPROVED

C

U s e r s

R lu p in

A p p

D a t a

L o c a l\ p w w o r k in g a w p e d m s r lu p in d m s la x d r r g .d g n

PROJECT SITE

lax-d-rr-g005.dgn 8/13/2018 3:14:46 PM

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010’ 10’ 20’

SCALE: 1" = 10’

SCALE: 1" = 10’

REMOTE RECEIVER DEMOLITION PLAN

4 5

DEMOLITION NOTES:

7 9

1 2 3

S A

F E

T Y

Q

U A L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORTSERVI

C E S

C

O N

T R

A C

T

RELEASED FOR:

100% SUBMITTAL-

FOR REVIEW PURPOSES ONLY

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

PTSI Managed Services Inc.

(310) 414-4050

880 Apollo Street

Suite 155

El Segundo, CA 90245

(310) 414-4088 (Fax)

08/13/2018

WR-2214

EXISTING CHAIN LINK FENCE

INLET AND RETAINING WALL

EXISTING STORM DRAIN DROP

OPTION B

SPECIFICATIONS.

A WATERTIGHT SEAL IN ACCORDANCE WITH THE PROJECT

PATCH ALL PENETRATIONS INTO EXISTING CMU BUILDING WITH

12" BELOW FINISHED GRADE.

REMOVE EXISTING CONCRETE FOUNDATIONS TO A MINIMUM OF

SUPPORTS AS NECESSARY.

OVERHEAD TERMINATION BOARD. REMOVE FLEXIBLE TRAY AND

DISCONNECT ALL HELIAX AND JUMPER CABLES FROM THE

EQUIPMENT/MATERIALS AND DECOMMISSIONING.

VERIFICATION OF THE REMOVAL OF ALL GOVERNMENT OWNED

DECONSTRUCT EXISTING TOWER AND PLATFORM AFTER

TOWER.

RACEWAYS & WIRING, AND HELIAX CABLES FROM EXISTING

MICROWAVES, OBSTRUCTION LIGHTING SYSTEM, ASSOCIATED

LIGHTNING PROTECTION APPURTENANCES, GROUNDING WIRES,

REMOVE ALL ANTENNAS, AIR TERMINALS, JUMPER CABLES,

TO DECONSTRUCTION.

ACTIVE, VERIFY EXISTING TOWER IS DECOMMISSIONED PRIOR

AFTER NEW TOWER HAS BEEN COMMISSIONED AND DEEMED

ACTIVITIES.

TRENCHING SAFETY MEASURES DURING THEIR RESPECTIVE

SUBCONTRACTOR SHALL ADHERE TO OSHA EXCAVATION AND

AND ABBREVIATIONS.

SEE DRAWING LAX-D-RR-E025 FOR SYMBOLS, LEGEND, NOTES

DEMOLITION.

PROTECT ALL EXISTING UTILITIES NOT DEEMED FOR

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:4

:3

R lu p in

DATE

APPROVED

C

U s e r s

R lu p in

A p p

D a t a

L o c a l\ p w w o r k in g a w p e d m s r lu p in d m s la x d r r d .d g n

ASPHALT

FUEL TANK

GRAVELASPHALT

BUNKER

BUNKER

CONCRETE PAD

BUNKER

B U

N K

E R

ASPHALT

RCL

MAH 04/16/2018

C O

N S

T R

U C

T

IO

N la x d r r d .d g n

PROJECT ENGINEER

LOS ANGELES INTERNATIONAL AIRPORT

REMOTE RECEIVER TOWER REPLACEMENT

LAX-D-RR-D002

DEMOLITION PLAN

17’-4"x30’ CMU BUILDING

TOWER TO BUILDING

BRIDGE CONNECTING

REMOVE EXISTING ICE

1406092

CHRISTINE TRUONG CLIFF RUSTAD

ENGINEERING SERVICES

INFRASTRUCTURE

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

FOUNDATIONS (TYP 5)

REMOVE EXISTING ABANDONED

REMOVE EXISTING TOWER

KG

MGR: ENGINEERING - LA A

lax-d-rr-d002.dgn 8/13/2018 3:43:38 PM

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GENERAL NOTES

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

ABBREVIATIONS

27.

29.

28.

S A

F E

T Y

Q

U A L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORTSERVI

C E S

C

O N

T R

A C

T

RELEASED FOR:

100% SUBMITTAL-

FOR REVIEW PURPOSES ONLY

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

PTSI Managed Services Inc.

(310) 414-4050

880 Apollo Street

Suite 155

El Segundo, CA 90245

(310) 414-4088 (Fax)

08/13/2018

WR-2214

OPTION B

30.

31.

32.

33.

34.

35.

36.

37.

TRANSFORMERXFMR

W/O WITHOUT

WITHW/

WIDEW

VARIABLEVAR

TYPICALTYP

TEMPORARYTEMP

TO BE DETERMINEDTBD

STAINLESS STEELSS

STORM DRAINSD

REMOTE TRANSMITTER RECEIVERRTR

REMOTE RECEIVERRR

REINFORCEMENT, REINFORCINGREINF

RESIDENT ENGINEERRE

ROADRD

RELATIVE COMPACTIONRC

R RADIUS

POWERPWR

POLYVINYL CHLORIDEPVC

POUNDS PER SQUARE INCHPSI

PP POWER POLE

PB PULL BOX

OVER HEAD WIREOHW

ON CENTEROC

NOT IN CONTRACTN.I.C

NEWN

MINIMUMMIN

MH MANHOLE

MAXIMUMMAX

LINEAR FOOTLF

JB JUNCTION BOX

INVERTINV

HH HANDHOLE

HIGH DENSITY POLYETHYLENEHDPE

HOT-DIPPED GALVANIZEDHDG

GEOR GEOTECHNICAL ENGINEER ON RECORD

GALVANIZEDGALV

FINISHED FLOORFF

FAA FEDERAL AVIATION ADMINISTRATION

EXISTINGEX

EACH WAYEW

EQUIPMENTEQUIP

EDGE OF PAVEMENTEP

ELEVATIONELEV

ELEC ELECTRICAL

EMERGENCY GENERATORE/G

EXISTING GRADEEG

EACHEA

EASTING, EXISTINGE

DIAMETER

CONTINUOUSCONT

CONCRETECONC

COMMUNICATIONCOMM

CMU CONCRETE MASONRY UNIT

CLEAR, CLEARANCECLR

CLASSCL

CENTERLINEC

BUILDINGBLDG

AOA AIRPORT OPERATIONS AREA

ALIGNMENTALIGN

AGGREGATEAGG

ABDN ABANDON

AGGREGATE BASEAB

FOR MATERIAL AND EQUIPMENT STORAGE.

SUBCONTRACTOR SHALL COORDINATE WITH RE FOR ADDITIONAL AREAS REQUIRED

APPROVAL PRIOR TO START OF CONSTRUCTION. DUE TO LIMITED SPACE ON SITE,

VEHICLES ON SITE TO BE SUBMITTED TO THE RE FOR REVIEW, COMMENT AND/OR

SHOWING PROPOSED LOCATIONS OF STAGING, STORAGE OF MATERIALS, AND

COURSE OF CONSTRUCTION. THE SUBCONTRACTOR SHALL PREPARE A PLAN

EXISTING VEHICULAR ACCESS TO SITE SHALL BE KEPT IN SERVICE DURING THE

THIS PROJECT.

LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON

INDEMNIFY AND HOLD THE CONTRACTOR AND FAA HARMLESS FROM ANY AND ALL

TO NORMAL WORKING HOURS AND THAT THE SUBCONTRACTOR SHALL DEFEND;

AGREES THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. SUBCONTRACTOR FURTHER

FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,

THE SUBCONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY

STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.

DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,

THE SUBCONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY

THE SUBCONTRACTOR’S SOLE EXPENSE.

INCOMPLETE OR INCORRECT WORK SHALL BE REDONE TO MEET REQUIREMENTS AT

THEIR OWN SATISFACTION PRIOR TO PERFORMING ANY WORK. ANY DEFICIENT,

THE SUBCONTRACTOR’S RESPONSIBILITY TO READ AND REVIEW THIS INFORMATION TO

PROJECT IS CONTAINED IN THE CONTRACT DOCUMENTS AND SPECIFICATIONS. IT IS

INFORMATION REGARDING THE CONSTRUCTION AND COMPLETION OF WORK FOR THIS

THE SUBCONTRACTOR IS HEREBY NOTIFIED THAT ESSENTIAL AND PERTINENT

PRIOR TO THE START OF CONSTRUCTION.

THE SUBCONTRACTOR SHALL SECURE ANY REQUIRED PERMITS FOR CONSTRUCTION

EXPENSE.

MONUMENTATION BY A LICENSED SURVEYOR AT THE SUBCONTRACTOR’S SOLE

SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE

AND/OR BENCHMARKS THAT ARE DISTURBED OR DESTROYED BY CONSTRUCTION.

THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY MONUMENTATION

EXISTING AND AS APPROVED BY THE RE.

APPROVED OTHERWISE BY THE RE, TO A CONDITION EQUAL TO OR BETTER THAN THE

IMMEDIATELY REPAIRED AND/OR REPLACED BY THE SUBCONTRACTOR, UNLESS

STRUCTURES DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE

EXISTING LINES THAT ARE NOT OF RECORD OR SHOWN ON PLANS. ANY UTILITIES OR

THE SITE, ALL UTILITY LINES, EXISTING PERMANENT STRUCTURES AND ANY OTHER

THE SUBCONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT WITHIN

TO PREVENT EXCAVATION DAMAGE TO UNDERGROUND UTILITIES.

SUBCONTRACTOR SHALL POTHOLE AND HAND EXCAVATE NEAR KNOWN UTILITY LINES

PROJECT IS COMPLETED AND ACCEPTED BY FAA.

BAGS, TEMPORARY DESILTING BASINS, DIKES, ETC.) UNTIL SUCH TIME THAT THE

SILTATION THAT RESULT FROM THEIR OPERATIONS BY APPROPRIATE MEANS, (SAND

PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND

DOING ANY WORK. THE SUBCONTRACTOR SHALL ALSO TAKE NECESSARY STEPS TO

THESE PLANS, THE SUBCONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE

BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING

THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL SLOPES ARE

SPECIFICATIONS.

ALL FILL MATERIAL SHALL MEET REQUIREMENTS AS OUTLINED IN THE PROJECT

ELEVATIONS.

FINISHED GRADE SHALL BE SLOPED AT A UNIFORM SLOPE BETWEEN SPOT

SPECIFICATION 01 31 13 REGARDING PROJECT COORDINATION.

BE CONSIDERED TO BE DONE AT THE SUBCONTRACTOR’S RISK. REFER TO

SUCH DISCREPANCIES WITHOUT RESIDENT ENGINEER’S PRIOR AUTHORIZATION WILL

AUTHORIZATION. ANY WORK DONE BY THE SUBCONTRACTOR AFTER DISCOVERY OF

OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT RE

SUBCONTRACTOR SHALL DO NO WORK BEFORE VERIFICATION AND AFTER DISCOVERY

CORRECT SUCH INCONSISTENCIES OR AMBIGUITIES IN WRITING. THE

IMMEDIATELY REPORTED TO THE RESIDENT ENGINEER (RE) IN WRITING, WHO WILL

INCONSISTENCIES OR AMBIGUITIES IN THE DRAWINGS OR SPECIFICATIONS SHALL BE

BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITION OR ANY

ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD. ANY DISCREPANCIES FOUND

MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK.

LOCATIONS AND ELEVATIONS OF EXISTING FEATURES TO BE VERIFIED BY FIELD

CONSTRUCTION SAFETY MANUAL, CURRENT VERSION.

SUBCONTRACTOR CONSTRUCTION SAFETY MANUAL SHALL COMPLY WITH TSSC IV

THE RE A MINIMUM OF 10 WORKING DAYS IN ADVANCE.

WORK FOR SHUTDOWN AND CUTOVER SHALL BE SCHEDULED AND COORDINATED WITH

PERFORMED BY FAA PERSONNEL AND NOT BY SUBCONTRACTOR. ALL PREPARATORY

SHUTDOWN AND CUTOVERS OF ENVIRONMENTAL AND ELECTRICAL SYSTEMS SHALL BE

INSTALLATION OF WATERTIGHT ASSEMBLY.

NEW SEALANT APPLICATION. SUBCONTRACTOR SHALL INFORM THE RE PRIOR TO

ARE WATER SEALED. PROVIDE WATERTIGHT ASSEMBLY FOR OPENINGS REQUIRING

SUBCONTRACTOR SHALL ENSURE THAT ALL WALL PENETRATIONS, NEW AND EXISTING

POWER SOURCE ONLY. ALL POWER TOOLS SHALL BE PRE-APPROVED BY THE RE.

ACTIVITIES. CONSTRUCTION TOOLS SHALL BE POWERED FROM THE TEMPORARY

THE SUBCONTRACTOR SHALL PROVIDE TEMPORARY POWER FOR ALL CONSTRUCTION

THE WORKERS AND RE.

THE SUBCONTRACTOR SHALL PROVIDE SANITARY TOILET FACILITIES WITH WATER FOR

VERIFY TEMPORARY UTILITY LOCATIONS AND USE AS PERMITTED BY RE.

SUBCONTRACTOR SHALL PROVIDE TEMPORARY UTILITIES DURING CONSTRUCTION.

SUBCONTRACTOR. CONSTRUCTION DEBRIS MUST BE REMOVED DAILY.

SHALL BE REMOVED FROM THE SITE DAILY. FAA DUMPSTER SHALL NOT BE USED BY

SHALL BE REMOVED BY SUBCONTRACTOR. ANY WASTE THAT CAN ATTRACT WILDLIFE

CLEAN AND FREE OF EXCESS DEBRIS AND DUST DURING CONSTRUCTION. ALL DEBRIS

PRE-CONSTRUCTION MEETING. THE AREA AROUND THE DUMPSTERS SHALL BE KEPT

PROVIDED BY THE SUBCONTRACTOR WITHIN AREA DESIGNATED BY RE AT THE

ENCLOSED DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE

BE REPAIRED OR REPLACED BY THE SUBCONTRACTOR.

REMOVE ALL CONSTRUCTION LIGHTING. ALL AREAS AND SURFACES DISTURBED SHALL

APPROVAL PRIOR TO SITE SETUP AND USE. UPON COMPLETION OF CONSTRUCTION,

SUBCONTRACTOR SHALL SUBMIT A LIGHTING PLAN TO PARSONS FOR REVIEW AND

LIGHTING NECESSARY TO ILLUMINATE THE AREA ADEQUATELY FOR SAFE WORK.

SUBCONTRACTOR SHALL PROVIDE, OPERATE AND MAINTAIN THE CONSTRUCTION

DAMAGE OR INTERFERE WITH ELECTRONICS EQUIPMENT.

WELDING OR HEAVY CONSTRUCTION IS PERMITTED INSIDE THE BUILDING AS IT MAY

SUBCONTRACTOR SHALL PROVIDE THEIR OWN POWER FOR THESE OPERATIONS. NO

AREAS AS DETERMINED BY THE RE AND TO BE CLEANED UP AT THE END OF THE DAY.

HEAVY CONSTRUCTION SHALL BE DONE OUTSIDE IN TEMPORARY CONSTRUCTION

WELDING REQUIRES A HOT WORK PERMIT. METAL CUTTING, GRINDING, WELDING AND

VERIFY ACCESS PATHWAYS WITH RE BEFORE START OF CONSTRUCTION.

WEIGHT TO MINIMIZE ACTIVITIES WITHIN THE FACILITY. SUBCONTRACTOR SHALL

ALL CONSTRUCTION MATERIAL SHALL BE PRE ASSEMBLED TO AN OPTIMUM SIZE AND

PRE-CONSTRUCTION CONDITION.

SUBCONTRACTOR SHALL RESTORE THIS AREA BACK TO ITS ORIGINAL

BE NEATLY STORED AND PROTECTED AT ALL TIMES. UPON COMPLETION OF WORK THE

SHALL BE DETERMINED AT THE PRE-CONSTRUCTION CONFERENCE. MATERIALS SHALL

LIMITED TO THE CONSTRUCTION STAGING AREA. SUBCONTRACTOR’S PARKING AREA

STAGING AND STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE

BOTH INSIDE AND OUTSIDE THE BUILDING FROM DAMAGE.

EXISTING COMMUNICATION EQUIPMENT, ELECTRICAL AND MECHANICAL EQUIPMENT,

IT IS ABSOLUTELY MANDATORY THAT THE SUBCONTRACTOR PROTECT ALL NEW AND

(SITE AND BUILDINGS) AS NOT TO DISRUPT THE FUNCTIONS OF THIS FAA FACILITY.

SHALL USE GREAT CARE AND CAUTION WHILE WORKING WITHIN THE EXISTING FACILITY

CLOSELY COORDINATE WITH THE RE FOR ALL ACTIVITIES. THE SUBCONTRACTOR

CONSTRUCTION. SUBCONTRACTOR SHALL DEVISE A DETAILED WORK SCHEDULE AND

THE NORMAL ACTIVITIES WITHIN THE FACILITY WILL CONTINUE DURING

REPORT UNLESS NOTED OTHERWISE OR DEVIATION IS APPROVED BY THE RE.

SUBCONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS OF THE GEOTECHNICAL

THE SUBCONTRACTOR SHALL COORDINATE WITH RE FOR GATE ACCESS.

SECTION 09 97 00, SPECIAL COATINGS.

ALL HOT-DIPPED GALVANIZED METALS SHALL BE PAINTED PER SPECIFICATIONS

REPAIR DAMAGED GALVANIZATION WITH TWO COATS OF ZINC RICH PAINT.

TURNOVER OF TOWER ANTENNAS AND CABLES.

SUBCONTRACTOR SHALL COORDINATE WITH RE FOR PROPER REMOVAL AND

SEE DRAWING LAX-D-RR-D001 FOR SITE DEMOLITION REQUIREMENTS.

ACCORDANCE WITH SPECIFICATION SECTION 02 82 00.

SUBCONTRACTOR TO PROPERLY DISPOSE/REMOVE HAZARDOUS MATERIALS IN

ADVANCE OF THE WALKTHROUGH.

CONTAIN HAZARDOUS MATERIALS. INFORM THE RE MINIMUM OF 5 DAYS IN

SUBCONTRACTORS AND RE TO IDENTIFY THE AREAS IN THE FACILITY THAT

JOB SITE WALKTHROUGH TO BE CONDUCTED WITH ALL LOWER TIER

HAZARDOUS MATERIALS PROTOCOL WHEN WORKING AROUND THESE MATERIALS.

SUBCONTRACTOR TO FOLLOW SPECIFICATIONS 02 82 00 OR APPROVED

TOWERS CONTAIN HAZARDOUS MATERIALS (LEAD-BASED PAINT).

HAZARDOUS MATERIALS PROTECTION: THE WORK AREA, BUILDING AND EXISTING

BETWEEN DISSIMILAR METALS OUTSIDE OF EQUIPMENT ROOM WHERE IT APPLIES.

USE SACRIFICIAL LAYERS OF PROPER MATERIAL AT THE POINT OF CONNECTIONS

EQUIPPED WITH CONSTRUCTION CORES AND A CONSTRUCTION CORE REMOVAL KEY.

FAA REQUIREMENTS AND DISPLAY THE NUMBER PS1173X1175. THE LOCKS SHALL BE

EQUIPMENT AND USE. ALL PADLOCKS SHALL BE DYE STAMPED IN ACCORDANCE WITH

DEVICES, ETC. THE PADLOCKS SHALL BE SIZED APPROPRIATELY FOR THE PARTICULAR

CABINETS, PANELS, DISCONNECT SWITCHES, TOWER HATCH DOORS, ANTI-CLIMB

PADLOCKS FOR EACH LOCKABLE DEVICE, EQUIPMENT, ETC. THIS INCLUDES EXTERNAL

THE SUBCONTRACTOR SHALL PROVIDE 7-PIN REMOVABLE CORE CORMAX BEST LOCK

DISTURB OR DAMAGE EXISTING WORK.

WHERE NEW WORK IS TO BE CONNECTED TO EXISTING WORK, EXERCISE CARE NOT TO

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:2

R lu p in

DATE

APPROVED

C

U s e r s

R lu p in

A p p

D a t a

L o c a l\ p w w o r k in g a w p e d m s r lu p in d m s la x d r r c .d

MAH 04/16/2018

C O

N S

T R

U C

T

IO

N la x d r r c .d g n

PROJECT ENGINEER

LOS ANGELES INTERNATIONAL AIRPORT

REMOTE RECEIVER TOWER REPLACEMENT

LAX-D-RR-C006

ENGINEERING SERVICES

INFRASTRUCTURE

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

1406092

CHRISTINE TRUONG CLIFF RUSTAD

CIVIL GENERAL NOTES AND ABBREVIATIONS

KG

lax-d-rr-c006.dgn 8/13/2018 3:21:37 PM

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DO

NOT

SI

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DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

010’ 10’ 20’

SCALE: 1" = 10’

EXISTING CHAIN LINK FENCE

INLET AND RETAINING WALL

EXISTING STORM DRAIN DROP

S A

F E

T Y

Q

U A L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORTSERVI

C E S

C

O N

T R

A C

T

RELEASED FOR:

100% SUBMITTAL-

FOR REVIEW PURPOSES ONLY

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

PTSI Managed Services Inc.

(310) 414-4050

880 Apollo Street

Suite 155

El Segundo, CA 90245

(310) 414-4088 (Fax)

08/13/2018

WR-2214

SCALE: 1" = 10’

REMOTE RECEIVER SITE PLAN

OPTION B

LEGEND:

NOTES:

GROUND WIRE

FIBER OPTIC

ELECTRIC (OVERHEAD)

ELECTRIC/COMM (EMPTY CONDUIT)

ELECTRIC

2.

1.

COAST LOCATORS.

BASED ON A UTILITY LOCATE PERFORMED BY PACIFIC

EXISTING UTILITIES AND UNDERGROUND FEATURES ARE

TOPOGRAPHIC SURVEY PERFORMED.

EXISTING SITE FEATURES ARE APPROXIMATE. NO

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:2

R lu p in

DATE

APPROVED

C

U s e r s

R lu p in

A p p

D a t a

L o c a l\ p w w o r k in g a w p e d m s r lu p in d m s la x d r r c .d g n

OH

O H

O H

O H

O H

O H

O H

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

GRAVELASPHALT

BUNKER

BUNKER

CONCRETE PAD

BUNKER

B U

N K

E R

ASPHALT

RCL

MH 04/16/2018

C O

N S

T R

U C

T

IO

N la x d r r d .d g n

PROJECT ENGINEER

LOS ANGELES INTERNATIONAL AIRPORT

LAX-D-RR-C007

17’-4"x30’ CMU BUILDING

1406092

MGR: ENGINEERING - LA

CHRISTINE TRUONG CLIFF RUSTAD

ENGINEERING SERVICES

INFRASTRUCTURE

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

EXISTING SITE PLAN

EXISTING TOWER

FOUNDATIONS (TYP 5)

EXISTING ABANDONED

TOWER TO BUILDING

BRIDGE CONNECTING

EXISTING ICE

F O

F lax-d-rr-c007.dgn 8/13/2018 3:21:38 PM

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NOT

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DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

010’ 10’ 20’

SCALE: 1" = 10’

CHAIN LINK FENCE

PANEL A

(E) POWER

S A

F E

T Y

Q

U A L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORTSERVI

C E S

C

O N

T R

A C

T

RELEASED FOR:

100% SUBMITTAL-

FOR REVIEW PURPOSES ONLY

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

PTSI Managed Services Inc.

(310) 414-4050

880 Apollo Street

Suite 155

El Segundo, CA 90245

(310) 414-4088 (Fax)

08/13/2018

WR-2214

SCALE: 1" = 10’

REMOTE RECEIVER GRADING PLAN

OPTION B

ROCK SLOPE PROTECTION.

INLET AND REPLACE WITH CALTRANS NO. 2

OF GRAVEL AND SAND FROM PERIMETER OF

CLEAR INLET AND REMOVE 3’ WIDE X 1’ DEEP

EXISTING SD DROP INLET.

LEGEND:

NOTES:

GROUND WIRE

FIBER OPTIC

ELECTRIC (OVERHEAD)

ELECTRIC/COMM (EMPTY CONDUIT)

ELECTRIC

COAST LOCATORS.

BASED ON A UTILITY LOCATE PERFORMED BY PACIFIC

EXISTING UTILITIES AND UNDERGROUND FEATURES ARE

STORM DRAIN DROP INLET.

UNIFORM DRAINAGE FROM THE SITE TO THE EXISTING

TO REVIEW SITE CONDITIONS AND PROVIDE POSITIVE

TOPOGRAPHIC SURVEY PERFORMED. SUBCONTRACTOR

EXISTING SITE FEATURES ARE APPROXIMATE. NO

2.

1.

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:4

:2

R lu p in

DATE

APPROVED

C

U s e r s

R lu p in

A p p

D a t a

L o c a l\ p w w o r k in g a w p e d m s r lu p in d m s la x d r r c .d

C O

N S

T R

U C

T

IO

N la x d r r c .d g n

PROJECT ENGINEER

LOS ANGELES INTERNATIONAL AIRPORT

REMOTE RECEIVER TOWER REPLACEMENT

LAX-D-RR-C008

ENGINEERING SERVICES

INFRASTRUCTURE

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

1406092

CHRISTINE TRUONG CLIFF RUSTAD

GRADING PLAN

OH

MGR: ENGINEERING - LA A

O H

O H

O H

O H

O H

O H

O

ROOM

E/G

EQUIPMENT

GRAVELASPHALT

STRUCTURE

(E) TOWER BRIDGE

BUNKER

BUNKER

CONCRETE PAD

BUNKER

B U

N K

E R

ASPHALT

DRAIN

GRADE TO

D R

A

IN

G R

A D

E

T

O

F O

F lax-d-rr-c008.dgn 8/13/2018 3:45:30 PM

E D

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NOT

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DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

010’ 10’ 20’

SCALE: 1" = 10’

CHAIN LINK FENCE

PANEL A

(E) POWER

SCALE: 1" = 10’

REMOTE RECEIVER SITE PLAN

NOTES:

1 4 6 7 8 9 10

S A

F E

T Y

Q

U A L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORTSERVI

C E S

C

O N

T R

A C

T

RELEASED FOR:

100% SUBMITTAL-

FOR REVIEW PURPOSES ONLY

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

PTSI Managed Services Inc.

(310) 414-4050

880 Apollo Street

Suite 155

El Segundo, CA 90245

(310) 414-4088 (Fax)

08/13/2018

WR-2214

A

C010

C010

OPTION B

FENCING.

CLEAN, PREP AND APPLY SLURRY SEAL TO ALL ASPHALT SURFACES WITHIN SITE

SEE DRAWING LAX-D-RR-D002 FOR DEMOLITION REQUIREMENTS.

CAP ALL CONDUITS ABANDONED IN PLACE.

FAA)

REMOVE ALL OBSOLETE MATERIALS AND DISCARD THEM PROPERLY. (COORDINATE WITH

EXISTING GRADE AND ADJACENT SURFACE MATERIAL.

LIFTS. COMPACT THE SOIL TO 95% AND PATCH THE AFFECTED AREA TO MATCH

BACKFILL ALL HOLES CREATED BY CONSTRUCTION AND DEMOLITION IN 8" LOOSE

HAS BEEN CONCSTRUCTED, COMMISSIONED AND DEEMED ACTIVE.

DEMOLISH AND PROPERLY RECYCLE EXISTING TOWER SYSTEM AFTER NEW TOWER

PROVIDE CONDUITS AS SHOWN IN DUCT BANK ROUTING FROM TOWER MH TO NEW JB.

PER DETAILS AND SPECIFICATIONS.

REPAVE ASHPHALT SURFACE REMOVED OR DAMAGED DURING TRENCH CONSTRUCTION

SELF-SUPPORTING TOWER, DESIGNED BY OTHERS.

PROVIDE CONCRETE FOUNDATION (SEE STRUCTURAL DRAWINGS) FOR NEW

EQUIPMENT ROOM AND NEW TOWER.

PROVIDE TWO (2) 48"x48"x42" PREFABRICATED HANDHOLES LOCATED BETWEEN

VERIFY SITE UTILITIES BEFORE START OF EXCAVATION.

COORDINATE WITH PARSONS RE FOR TEMPORARY ACCESS ROUTE AS NEEDED AND

PRE-CONSTRUCTION CONFERENCE) AND TEMPORARY FACILITIES. SUBCONTRACTOR TO

PREPARE THE SITE FOR NEW CONSTRUCTION AND SETUP STAGING AREA (TBD AT

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:4

:4

P

M R lu p in

DATE

APPROVED

C

U s e r s

R lu p in

A p p

D a t a

L o c a l\ p w w o r k in g a w p e d m s r lu p in d m s la x d r r c .d

O H

O H

O H

O H

O

EQUIPMENT

GRAVELASPHALT

FOUNDATIONS (TYP 5)

(E) ABANDONED

STRUCTURE

(E) TOWER BRIDGE

BUNKER

BUNKER

CONCRETE PAD

BUNKER

B U

N K

E R

ASPHALT

RCL

MAH 04/16/2018

C O

N S

T R

U C

T

IO

N la x d r r c .d g n

PROJECT ENGINEER

LOS ANGELES INTERNATIONAL AIRPORT

REMOTE RECEIVER TOWER REPLACEMENT

ENGINEERING SERVICES

INFRASTRUCTURE

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

1406092

CHRISTINE TRUONG CLIFF RUSTAD

LOS ANGELES

LAX-D-RR-C009

CA

RR

34’-6"

TOWER

NEW ANTENNA

NEW TOWER CONSTRUCTION SITE PLAN

FOUNDATION

NEW TOWER

HH #1

DUCTBANK

PROPOSED

HH #2

SEE

(4 TOTAL)

NEW BOLLARDS

KG

MGR: ENGINEERING - LA A

F O

F lax-d-rr-c009.dgn 8/13/2018 3:46:41 PM

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NOT

SI

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DO

NOT

SI

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DO

NOT

SI

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DO

NOT

SI

GN

DO

NOT

SI

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DO

NOT

SI

GN

S A

F E

T Y

Q

U A L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORTSERVI

C E S

C

O N

T R

A C

T

RELEASED FOR:

100% SUBMITTAL-

FOR REVIEW PURPOSES ONLY

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

PTSI Managed Services Inc.

(310) 414-4050

880 Apollo Street

Suite 155

El Segundo, CA 90245

(310) 414-4088 (Fax)

08/13/2018

WR-2214

SCALE: NOT TO SCALE

SAMPLE MANHOLE ID PLATE E

SCALE: 1" = 1’-0"

TRENCH CROSS SECTION A

C009

LOCATIONS

IN ALL BOLT HOLE

ANCHOR BOLTS

3"

2" 1

9/16"X13/16"

FOR ALL HOOKS

SADDLE LOCKS

BE NONMETALLIC

CABLE RACKING SHALL

SHOWN FOR CLARITY.

ALL SADDLE LOCKS NOT

WELD NAME PLATE

(SPRING ASSIST)

COVER WITH LOCKING LATCH

GALVANIZED DIAMOND PLATE

FAA-1

COMM

FAA

EACH SIDE

1-1/2" DIA.

(2) LIFT HOLE

6"

3’ -4

" 3’-4"

APPROVED EQUAL

BASE NO. 233-L OR

UTILITY VAULT COMPANY

INSERT (4 PLCS)

(4) 3/4" DIA. LIFT

1 EACH SIDE

PULLING IRON

(NOT USED)

ROD KNOCKOUTS

(2) 1" DIA. GROUND

H-10 LOADING HANDHOLE

48"

SCALE: NOT TO SCALE

CABLE SUPPORT RACK C

SCALE: NOT TO SCALE

BOLLARD DETAIL D

C009

OPTION B

SCALE: NOT TO SCALE

TOWER HANDHOLE DETAILB

FINISHED GRADE

SAND BEDDING

BACKFILL

95% COMPACTED

1’-11"

NOTES:

GRADE

TAPE 12" BELOW

MAGNETIC WARNING

OCCURS

4" ASPHALT WHERE

4" GRAVEL OR

CABLES EACH, (SEE NOTE 2)

CONTAINING HELIAX

4" PVC COATED RGSC

4/0 AWG BARE COPPER GROUND CABLES DO NOT RUN THROUGH HANDHOLES.

REQUIREMENTS.

MINIMUM 3" CLEARANCE SURROUNDING EACH CONDUIT SHALL BE MAINTAINED FOR COMPACTION

BETWEEN POWER AND RF CONDUITS. POWER CONDUIT DOES NOT RUN THROUGH HANDHOLES.

SEE C009 FOR QUANTITY OF CONDUIT FOR EACH DUCT SECTION. MAINTAIN 12" SEPARATION

SLOPE DUCT BANKS TOWARDS MANHOLES 3" PER 100’ MINIMUM.

4.

3.

2.

1.

(SEE NOTE 4)

BARE COPPER

STRANDED

4/0 AWG

(SEE NOTE 2)

RGSC (POWER)

1" PVC COATED

FOUNDATION

TOWER

BOLLARDØ 6"

ENCASEMENT

CONCRETE

MATERIAL

EXISTING ADJACENT

GRADE TO MATCH

CONCRETE CAP

YELLOW PAINTED

REFLECTIVE TAPE

4" WIDE

2’-0"

2500 PSI CONCRETE.

GRADE B FILLED WITH

STRONG ASTM A 53

GALVANIZED PIPE EXTRA

NOMINAL HOT DIPPED

YELLOW PAINTED 6"

MIN

1’-9"

6"

STEEL PLATE

3"x6"x1/4" STAINLESS

1/2 " HIGH CHARACTERS

(HANDHOLE NUMBER)

1" HIGH LETTERS

FLUSH TYPE ANCHOR

INTO SELF DRILLING

SCREWS (WASHER HEAD)

1/4" STAINLESS STEEL (316)

COMM

FAA

FAA-1

STEEL PLATE SECURED TO THE COVER

ON A 3" x 6" x 1/4" THICK STAINLESS

ENGRAVED IN THE COVER, IMPRINTED

AS SHOWN. LETTERS 3/4" HIGH

EACH HANDHOLE/PULL BOX IDENTIFIED

AS APPROPRIATE

LABEL "FAA COMM"

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:2

R lu p in

DATE

APPROVED

C

U s e r s

R lu p in

A p p

D a t a

L o c a l\ p w w o r k in g a w p e d m s r lu p in d m s la x d r r c .d

RC

C O

N S

T R

U C

T

IO

N la x d r r c .d g n

PROJECT ENGINEER

LOS ANGELES INTERNATIONAL AIRPORT

REMOTE RECEIVER TOWER REPLACEMENT

LAX-D-RR-C010

ENGINEERING SERVICES

INFRASTRUCTURE

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

1406092

CHRISTINE TRUONG CLIFF RUSTAD

SECTIONS AND DETAILS

MGR: CONSTRUCTION - LA

3’-10"

MIN.

1’-0"

M

IN

M

IN

MIN

3"

M

IN

MIN (TYP)

3" lax-d-rr-c010.dgn 8/13/2018 3:21:40 PM

GENERAL NOTES:

SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED.

TO ASTM A615, GRADE 60 WITH A MINIMUM YIELD STRENGTH OF FY = 60000 PSI.

3. ALL REINFORCEMENT SHALL BE NEW BILLET STEEL, DEFORMED BARS, CONFORMING

LATEST EDITION.

STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI318),

BARS, UNLESS NOTED OTHERWISE, SHALL BE IN ACCORDANCE WITH THE MANUAL OF

2. REINFORCING STEEL - ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING

AT 28 DAYS (NORMAL WEIGHT).

WITH ACI AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F’ C =4000 PSI

AND ACI 318. ALL CAST-IN-PLACE STRUCTURAL CONCRETE SHALL BE IN ACCORDANCE

1. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF ACI 301

C. REINFORCED CONCRETE

C. REINFORCED CONCRETE CONT.

2. THE DIRECTION OF GRATING SPAN IS SHOWN ON THE DRAWINGS AS .

FASTENERS WHICHEVER IS LESS.

GALVANIZED MECHANICAL FASTENERS AT 1’-0" ON CENTER MAXIMUM OR A MINIMUM OF 2

ATTACHED TO SUPPORT FRAMING AND SIDE EDGES OF ADJOINING PIECES WITH HOT DIPPED

1. GRATING MATERIAL SHALL BE FIBERGLASS REINFORCED PLASTIC (FRP). GRATING SHALL BE

G. GRATING

ACCORDANCE WITH THE REQUIREMENTS SPECIFIED HEREIN.

F. THE MINIMUM COATING SHALL BE HOT DIPPED GALVANIZED AND WITH FIELD REPAIRS IN

ELECTRICAL DRAWINGS.

THE TOWER MATERIALS. THE GROUNDING AND CONDUIT SHALL BE PLACED AS SHOWN ON THE

E. GROUNDING - THE MATERIALS USED FOR THE GROUNDING SYSTEM SHALL BE COMPATIBLE WITH

CUBIC FOOT.

STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF 100 POUNDS PER

DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. ADDITIONALLY,

4. THE BACKFILL SHALL BE PLACED IN 8" LAYERS AND COMPACTED TO 95% OF MAXIMUM DRY

STATE OF CALIFORNIA.

OF THE GEOTECHNICAL REPORT AND SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE

3. FOUNDATION FOR THE TOWER SHALL BE DESIGNED IN ACCORDANCE WITH THE RECOMMENDATION

SHOWING DESIGN OF SOIL AND RETENTION SYSTEM PREPARED BY P.E.

EXCEED 4 FEET, SUBCONTRACTOR SHALL SUBMIT A DETAILED PLAN TO THE RE FOR APPROVAL

AND COMPACTION IN ACCORDANCE WITH OSHA SAFETY MANUALS. IN TRENCHES WHERE DEPTH

2. COORDINATE, MAINTAIN AND PROVIDE A SAFE ENVIRONMENT DURING TRENCHING, EXCAVATION, OBSTRUCTIONS.

EXCAVATION AND IDENTIFY AND PROTECT ANY EXISTING UNDERGROUND UTILITIES, LINES OR

1. ESTABLISH BENCHMARKS ON SURROUNDING STRUCTURES AND PAVEMENT PRIOR TO ANY

D. EXCAVATION AND FOUNDATION

".4

3 10. MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED

9. FIELD WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS.

SIDES.

EVENT THAT THE SIDES DO NOT REMAIN VERTICAL THE SUBCONTRACTOR SHALL FORM THE

PLACEMENT. SIDES OF EXCAVATION SHALL BE ROUGH AND FREE OF LOOSE CUTTINGS. IN THE

8. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE

THE FOUNDATION.

MATERIALS AND OTHER OCCURENCES WHICH MAY DECREASE THE STRENGTH OR DURABILITY OF

7. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE

SOIL.

6. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL WHEN FOUNDATION IS BEARING ON

PER FOOT. PROVIDE A FLOATED FINISH.4

1 OUTSIDE EDGE A MINIMUM OF

5. TOP OF FOUNDATION EXPOSED TO WEATHER SHALL BE SLOPED FROM THE CENTER TO THE

" MINIMUM.4

3" X 4

3 4. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED

"2 1 c. CONCRETE NOT PERMANENTLY EXPOSED TO GROUND OR WEATHER - 1

b. CONCRETE IN CONTACT WITH GROUND OR EXPOSED TO WEATHER - 2"

a. CONCRETE CAST AGAINST GROUND - 3"

BARS SHALL BE AS FOLLOWS:

3. CONCRETE COVER - CONCRETE CLEAR COVER FOR REINFORCING

STIFFENER PLATES SHALL BE WELDED ALL AROUND.

7. COLUMN BASE PLATES, CAP PLATES, BEARING PLATES, CONNECTION PLATES, AND

AFTER TORQUING THE STRUCTURAL BOLT.

6. ALL BOLTS INCLUDING ANCHOR BOLTS SHALL HAVE LOCKING/JAM NUTS INSTALLED

".8

3 DIAMETER SHALL BE

ASTM A153 HIGH STRENGTH BOLTS UNLESS OTHERWISE NOTED. THE MINIMUM BOLT

5. ALL BOLTS SHALL BE ASTM A325 HOT DIP GALVANIZED IN ACCORDANCE WITH

HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153.

EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. ANCHOR BOLTS SHALL BE

S5 GRADE 105 AND SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION (FULL

4. ANCHOR BOLTS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM F1554-S2,

CONFORM TO ASTM A36, Fy=50 KSI EXCEPT AS OTHERWISE NOTED.

3. STRUCTURAL STEEL FOR WIDE FLANGE, PLATES, ANGLES, CHANNELS SHALL

ANNEX A1.

ASTM A-780 USING ZINC-BASED ALLOYS WITH SURFACE PREPARATION PER

FIELD APPLIED GALVANIZING FOR REPAIRS SHALL MEET THE REQUIREMENTS OF

WELDING IS NOT PERMITTED AFTER THE APPLICATION OF THE GALVANIZING.

ASTM STANDARD A123. THE GALVANIZING SHALL BE APPLIED AFTER FABRICATION.

2. ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH

CONSTRUCTION THEN THE PROVISIONS OF AISC WILL GOVERN.

NOT INCLUDE PROVISIONS OR REQUIREMENTS THAT WILL FACILITATE THE STEEL

ARISE BETWEEN THE AISC AND TIA-222-G-4. IF HOWEVER THE TIA-222-G-4 DOES

THE PROVISIONS OF TIA-222-G-4 SHALL GOVERN IN THE EVENT THAT CONFLICTS

TO SUBSTANTIATE REQUIRED PROPERTIES AND ACTUAL MODULUS OF ELASTICITY.

TUBING OF ANY KIND IS NOT ALLOWED. SUBMIT CERTIFIED MILL TEST REPORTS

FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". STEEL

ACCORDANCE WITH THE 14th EDITION OF AISC "SPECIFICATIONS FOR DESIGN,

1. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN

B. STRUCTURAL STEEL

9. THE GENERAL NOTES ARE TO BE READ IN CONCERT WITH THE SPECIFICATIONS.

BE AS PER THE MANUFACTURERS INSTRUCTIONS.

8. THE STORAGE, HANDLING, AND INSTALLATION OR ALL PROPRIETARY PRODUCTS SHALL

TEMPORARY STRUCTURES, SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR.

7. THE DESIGN AND INSTALLATION OF ALL FORMWORK, FALSEWORK, AND ANY OTHER

MINIMUM REQUIREMENTS.

TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS EXCEPT FOR

ON PLANS, SECTIONS, AND DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL

INCONSISTENCIES. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN

ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR

ELEVATIONS, AND CONDITIONS PRIOR TO STARTING CONSTRUCTION. THE RESIDENT

6. THE SUBCONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING DIMENSIONS,

FOR ALL INSPECTIONS.

WELDING, ETC. SUBCONTRACTOR MOST PROVIDE AND COORDINATE ACCESS

LADBS CERTIFIED DEPUTY INSPECTOR TO INSPECT CONCRETE, STEEL,

DEPARTMENT OF BUILDING AND SAFETY (LADBS) PRIOR TO CONSTRUCTION.

5. SUBCONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FROM LOS ANGELES

CONCENTRATED: 500 LBS/ONE SQ. FT.

UNIFORM: 100 PSF

4. PLATFORM AND STAIRS LIVE LOAD REQUIREMENT

c. SEISMIC Ss=1.842g, S1=0.651g - AS PER ASCE 7-16

b. WIND SPEED = 101 MPH AS PER ASCE 7-16

a. RISK CATEGORY: III

3. DESIGN CRITERIA:

2. WIND EXPOSURE CATEGORY C.

AS PER ASCE 7-16.

EQUIVALENT LATERAL FORCE PROCEDURE (METHOD 1). SITE CLASS D,

1. SEISMIC ANALYSIS PROCEDURE METHOD SHALL BE IN ACCORDANCE WITH

A. CODE AND DESIGN REQUIREMENTS

AB

LAX-D-RR-S005

NG

GENERAL NOTES

REMOTE RECEIVER TOWER REPLACEMENT

LOS ANGELES INTERNATIONAL AIRPORT

PN

PROJECT ENGINEER

FOR OFFICIAL USE ONLY

MGR: ENGINEERING

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PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

REV DESCRIPTION JCN

DATE

REDLINE

APVD

DATE

APPROVED

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY DATE

DRAWING NO

DESIGNED

REVIEWED BY

RELEASED FOR:

S A

F E

T Y

Q

U A

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INTEGRITY

IN

N

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A T I

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C H

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A

L S

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O N

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LOS ANGELES CA

817.834.2165 (Fax)

817.759.4820

Fort Worth, TX. 76137

Suite 228

4500 Mercantile PL Dr.

PTSI Managed Services Inc.

INFRASTRUCTURE

ENGINEERING SERVICES

1406092

LAX RR - DESIGN "B"RELEASED FOR:

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

FOR REVIEW PURPOSES ONLY

100% SUBMITTAL - 07/13/2018

AB

RDS

BASE PLATE

(2) NUTS ABOVE

BASE PLATE

NUT BELOW

(1) LEVELING

SURFACE

FOUNDATION

BASE PLATE

D

S006 NOT TO SCALE

TYPICAL LEG INSTALLATION

LAX-D-RR-S006

GENERAL NOTES:

04’ 4’ 8’

SCALE: 1/4" = 1’-0"

GRADE

APPROXIMATE

TOWER ELEVATION AND DETAILS

REMOTE RECEIVER TOWER REPLACEMENT

LOS ANGELES INTERNATIONAL AIRPORT

PN

(TYP) AS REQUIRED

REINFORCEMENT

FOUNDATION SIZE: AS REQUIRED

NON SHRINK GROUT

COLUMN

PLATFORM STEEL

S006 NOT TO SCALE

FOUNDATION ELEVATION

T

Y P

S006

B

S006

A

S006 SCALE: 1/4" = 1’-0"

PLATFORM FOUNDATION AND STAIRWAY PLAN

10’-0"3’-0"

U P

U P

(TYP.)

S T

A

IR

W A

Y

C L

T

Y P

A

S006 SCALE: 1/4" = 1’-0"

TOWER ELEVATION

FOR CLARITY

NOT SHOWN

STAIRWAY

R E

Q U

IR

E D

D E

P T

S

T

Y P

G R

A D

E

B

O V

E

GRADE 0-0"

APPROXIMATE

AS REQUIRED

LATERAL BRACING

B

S006 SCALE: 1/4" = 1’-0"

TOWER ELEVATION

4.

3.

2.

1.

GRADE 0-0"

APPROXIMATE

G R

A D

E

O V

E

EL 20’-6" AGL

TOP OF PLATFORM

D

S006

R E

Q U

IR

E D

D E

P

T

Y P

ON THIS DRAWING (TYP.)

BY DESIGN. SEE GENERAL NOTES

STEEL COLUMN AS REQUIRED

AS REQUIRED

LATERAL BRACING

FOR CLARITY

NOT SHOWN

STAIRWAY

EL 20’-6" AGL

TOP OF PLATFORM

30’-0"

(TYP)

D E

S

IG

N R

E Q

U

IR

Y

D E

P

ON THIS DRAWING

SEE GENERAL NOTES 3

HAND RAILS

15’-0"

ON THIS DRAWING

SEE GENERAL NOTES 3

HAND RAILS

15’-0"

10’-3 5/8"

15’-0"

30’-0"

D

S006

ON GEOTECHNICAL REPORT

SOIL CRITERIA SHALL BE BASED

(SIZE AS REQUIRED BY DESIGN)

CONCRETE MAT FOUNDATION

S006

(TYP)

REQUIRED BY DESIGN

CONCRETE EDGE AS

REQUIRED BY DESIGN

FOUNDATION SIZE AS 3

S006

S006

C

(TYP)

REQUIRED BY DESIGN

CHEVRON BRACING AS

DURING DESIGN BY THE SUBCONTRACTOR.

FOUNDATION SIZE SHOWN ARE APPROXIMATE AND SHALL BE FINALIZED

TO BE DESIGNED AND FABRICATED BY THE SUBCONTRACTOR.

PROPOSED STEEL PLATFORM, STAIRWAY, HANDRAILS AND CONNECTIONS

TO ANY DESIGN, FABRICATION AND SUBCONSTRUCTION.

FIELD MEASURE AND VERIFY THE EXISTING CONDITION AND DIMENSION PRIOR

REFER TO SHEET S001 FOR CONCRETE AND STEEL MATERIAL PROPERTIES.

C

S006 SCALE: 1/4" = 1’-0"

TOWER ELEVATION

R E

Q U

IR

E D

D E

P

T

Y P

G R

A D

E

O V

E

GRADE 0-0"

APPROXIMATE

EL 20’-6" AGL

TOP OF PLATFORM

15’-0"

D

S006

(TYP)

REQUIRED BY DESIGN

CONCRETE EDGE AS

(TYP.)

ON THIS DRAWING

SEE GENERAL NOTE

REQUIRED BY DESIGN.

STEEL COLUMN AS

BELOW BASE PLATE

ABOVE AND (1)

(1) FLAT WASHER

(TYP.)

ON THIS DRAWING

SEE GENERAL NOTE

REQUIRED BY DESIGN.

STEEL COLUMN AS

ON THIS DRAWING

GENERAL NOTES 3

HAND RAILS SEE

AS REQUIRED

LATERAL BRACING

STAIRWAY

ON GEOTECHNICAL REPORT

SOIL CRITERIA SHALL BE BASED

(SIZE AS REQUIRED BY DESIGN)

CONCRETE MAT FOUNDATION

S006

1’-6"

REQUIRED BY DESIGN)

(MEMBER SIZE AS

FOR HELIAX CABLES

OF 2 ON BOTH SIDES)

CABLE LADDER (TYPICAL

PROJECT ENGINEER

FOR OFFICIAL USE ONLY

MGR: ENGINEERING

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PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

REV DESCRIPTION JCN

DATE

REDLINE

APVD

DATE

APPROVED

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY DATE

DRAWING NO

DESIGNED

REVIEWED BY

RELEASED FOR:

S A

F E

T Y

Q

U A

L

IT

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INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

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PORT SERVIC

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S C

O N

T R

A C

T

LOS ANGELES CA

817.834.2165 (Fax)

817.759.4820

Fort Worth, TX. 76137

Suite 228

4500 Mercantile PL Dr.

PTSI Managed Services Inc.

INFRASTRUCTURE

ENGINEERING SERVICES

1406092

LAX RR - DESIGN "B"RELEASED FOR:

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

GRATING AS NEEDED (TYP)

CROSS-BEAMS SUPPORTING

STEEL BEAMS AND

REQUIREMENTS (TYP.)

ANTENNA SUPPORT

MEET THE FAA

AS REQUIRED TO

EXTEND HIGHER

9" MINIMUM,

STIFF ARM (TYP)

BEAM (TYP OF 4)

GRATING AND PLATFORM

STEEL COLUMNS BELOW

(TYP OF ALL AROUND)

HAND RAILS

GRATING (TYP)

SUPPORTING

STEEL BEAMS

MOUNTS SHALL BE RETRACTABLE

ON DWG S001

SEE STRUCTURAL STEEL NOTES

GALVANIZED.

COMPONENTS SHALL BE HD

ALL MEMBERS AND CONNECTION

(TYP OF 4)

ANTENNA MOUNTS BRACKETS

NOTES:

4.

3.

2.

1.

S007 SCALE: 1/4" = 1’-0"

PLATFORM ELEVATION

30’-0"5’-0" 5’-0"

40’-0"

GRATING

TOP OF PLATFORM

FRAME

ANTENNA STANDOFF

S007 SCALE: 1/4" = 1’-0"

ANTENNA LAYOUT

B

S007 NOT TO SCALE

TYPICAL COLUMN INSTALLATION

AB

RDS

ANTENNAS (TYP)

30’-0"

8’-0" (TYP)

04’ 4’ 8’

SCALE: 1/4" = 1’-0"

A

S007 SCALE: 1/4" = 1’-0"

STAIRWAY SECTION

LAX-D-RR-S007

M

A X

IM

U

S007 SCALE: 1/2" = 1’-0"

STAIRWAY STEP

(MINIMUM)

9 1/2"

01’ 2’ 5’

SCALE: 1/2" = 1’-0"

1’

PLATFORM CONFIGURATION

REMOTE RECEIVER TOWER REPLACEMENT

LOS ANGELES INTERNATIONAL AIRPORT

PN

(TYP)

HAND RAILS

S007 SCALE: 1/4" = 1’-0"

PLATFORM PLAN

P L

A T

E

T

MOUNT PIPE AS REQUIRED

H

IC

K x

D O

W N

D O

W N

10’-0"3’-0"

15’-0"

30’-0"

10’-0"

Y

S

IG

N

R E

Q U

IR

E D

D E

P

(TYP)

HAND RAILS

(TYP)

HAND RAILS

3’-0"

(TYP)

GRATING AS REQUIRED

CROSS-BEAM SUPPORTING

STEEL BEAMS AND

STEEL COLUMN BEHIND

STAIRWAY STEEL COLUMN

TOP OF STEEL BEAM

STEEL COLUMN (BEHIND)

STEEL COLUMN (BEHIND)

6’-8" 10’-0" +

S007

G R

A D

E

O V

E

GRADE 0-0"

APPROXIMATE

S007

B

INTERMEDIATE LANDING

STAIRWAY

AS REQUIRED (TYP)

PLASTIC (FRP) GRATING

FIBERGLASS REINFORCE

30’-0"

TOP LANDING

STAIRWAY

A

S007

AS REQUIRED (TYP)

DIAPHRAGM BRACE

T

Y P

(TYP)

TOP OF FRP GRATING (TYP)

(BELOW)

BOTTOM STAIRWAY

GRATING

ABOVE TOP OF

TOP OF PLATE 4"

TOE PLATE

BASE PLATE

(2) NUTS ABOVE

BASE PLATE

NUT BELOW

(1) LEVELING

SURFACE

FOUNDATION

BASE PLATE

BASE LEG

COLUMN

STAIRWAY

NON SHRINK GROUT

BELOW BASE PLATE

ABOVE AND (1)

(1) FLAT WASHER

PROJECT ENGINEER

FOR OFFICIAL USE ONLY

MGR: ENGINEERING

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PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

REV DESCRIPTION JCN

DATE

REDLINE

APVD

DATE

APPROVED

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY DATE

DRAWING NO

DESIGNED

REVIEWED BY

RELEASED FOR:

S A

F E

T Y

Q

U A

L

IT

Y

INTEGRITY

IN

N

O V

A T I

O N

T E

C H

N I C

A

L S

U P

PORT SERVIC

E

S C

O N

T R

A C

T

LOS ANGELES CA

817.834.2165 (Fax)

817.759.4820

Fort Worth, TX. 76137

Suite 228

4500 Mercantile PL Dr.

PTSI Managed Services Inc.

INFRASTRUCTURE

ENGINEERING SERVICES

1406092

LAX RR - DESIGN "B"RELEASED FOR:

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

ABBREVIATIONS

GROUND CONNECTION

EARTH, SOIL

CONCRETE

REFERENCE NOTE

SCHEDULE NUMBER

CABLE AS NOTED

CONDUIT, WIREWAY,

EQUIPMENT AS NOTED

DEMOLISHED EQUIPMENT AS NOTED

X

GROUND ELECTRODE

SPLICE OR EXOTHERMIC WELD

ELECTRICAL SYMBOLS

GROUND WELL

GENERAL GROUNDING NOTES GENERAL ELECTRICAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

1.

2.

3.

4.

5.

6.

7.

8.

10.

11.

12.

13. 12.

14.

15.

9.

13.

16.

14.

15.

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

CM 07/09/2018

N S

T R

U C

T

LOS ANGELES INTERNATIONAL AIRPORT

GROUND PLATE

LAX-D-RR-E025

la x d r r e

.d g n

ENGINEERING SERVICES

INFRASTRUCTURE

SYMBOLS LEGEND, NOTES AND ABBREVIATIONS

WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

1406092

CHRISTINE TRUONG CLIFF RUSTAD

S A

F E

T Y

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U A L

IT

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INTEGRITY

IN

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A T I

O N

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C H

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A

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PORTSERVI

C E S

C

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RELEASED FOR:

100% SUBMITTAL-

FOR REVIEW PURPOSES ONLY

CONSTRUCTION, OR BIDDING

NOT TO BE USED FOR PERMITTING,

PTSI Managed Services Inc.

(310) 414-4050

880 Apollo Street

Suite 155

El Segundo, CA 90245

(310) 414-4088 (Fax)

08/13/2018

WR-2214

OPTION B

WP

W/

UNO

UNC

UG

TYP

TWR

TEMP

TBD

SS

SQ

SPGP

SPB

SP

SMGP

SCHED

RTR

RGS

RGSC

RF

RE

PVC

PSI

OD

OC

OAL

NEC

(N)

MIN

MH

MPGP

MGP

J, JB

ID

HH

HGT

HDG

GRN

GND

GFM

GFCI

GFE

GALV

G

FT

FRP

FIN

EES

E/G

(E)

DWG

DIA

COR

CMU

C

BLDG

BKR

BC

AWG

APPROX

AC

WEATHERPROOF

WITH

UNLESS NOTED OTHERWISE

UNITED NATIONAL COARSE

UNDERGROUND

TYPICAL

TOWER

TEMPORARY

TO BE DETERMINED

STAINLESS STEEL

SQUARE

SINGLE-POINT GROUND PLATE

SIGNAL PULL BOX

SURGE PROTECTOR OR STATIC PRESSURE

SUPPLEMENTAL GROUND PLATE

SCHEDULE

REMOTE TRANSMITTER RECEIVER

RIGID GALVANIZED STEEL

RIGID GALVANIZED STEEL CONDUIT

RADIO FREQUENCY

RESIDENT ENGINEER

POLYVINYL CHLORIDE

POUND PER SQUARE INCH

OUTSIDE DIAMETER

ON CENTER

OVERALL LENGTH

NATIONAL ELECTRICAL CODE

NEW

MINIMUM

MANHOLE

MULTI-POINT GROUND PLATE

MAIN GROUND PLATE

JUNCTION BOX

INSIDE DIAMETER

HANDHOLE

HEIGHT

HOT DIPPED GALVANIZED

GREEN

GROUND

GOVERNMENT FURNISHED MATERIAL

GROUND FAULT CIRCUIT INTERRUPTER

GOVERNMENT FURNISHED EQUIPMENT

GALVANIZED

GROUND

FEET

REINFORCED PLASTIC

FINISHED

EARTH ELECTRODE SYSTEM

EMERGENCY GENERATOR

EXISTING

DRAWING

DIAMETER

CONTRACTOR ON SITE REPRESENTATIVE

CONCRETE MASONRY UNIT

CONDUIT

BUILDING

BREAKER

BARE COPPER

AMERICAN WIRE GAUGE

APPROXIMATE

AIR CONDITIONING

THE SUBCONTRACTOR SHALL DOUBLE LOCK.

AND DISCONNECTS, NO EXCEPTIONS. FAA SHALL OPEN, APPLY LOCK OUT, AND THEN

ONLY FAA PERSONNEL MAY DE-ENERGIZE EQUIPMENT AND OPEN CIRCUIT BREAKERS

AT TERMINATIONS INDICATING PANEL AND CIRCUIT NUMBER.

AND PROVIDE WRITTEN TEST RESULTS TO RE. INCLUDE SHRINK EMBOSSED LABELS

CONDUCTORS INSTALLED UNDER THIS CONTRACT PER SPECIFICATION REQUIREMENTS

LARGER, AND SOLID FOR 10 AWG AND SMALLER. PERFORM MEGGER TESTS ON ALL

POWER CONDUCTORS SHALL BE COPPER, THWN-2, STRANDED FOR 8 AWG AND

THREADED RGSC.

EXTERIOR CONDUIT BOX CONNECTORS SHALL BE GASKETED MYERS HUB TYPE FOR

PERFORM SPLICING OF CABLES.

ACTIVITIES FOR EXPECTED CABLE TYPES, INCLUDING QUALIFIED PERSONNEL TO

THE SUBCONTRACTOR SHALL HAVE SPLICE KITS ON HAND DURING EXCAVATION

AS A CONTINGENCY FOR ACCIDENTALLY CUT POWER OR COMMUNICATION CABLES,

SPECIFICATIONS SECTION 270500 FOR TESTING REQUIREMENTS.

COORDINATE LABELS WITH RE AND FAA PRIOR TO FABRICATION. SEE

TAGS WHEN ENTERING AND LEAVING PULL BOXES, HANDHOLES, J-BOXES, ETC.

CABLES SHALL INCLUDE CABLE IDENTIFICATION LABELS AT EACH END AND CABLE

SUBCONTRACTOR SHALL REPLACE THE CABLE AT NO ADDITIONAL COST. COAXIAL

IS COMPROMISED, CABLE SHALL BE CONSIDERED DAMAGED AND THE

CABLE SHALL BE REPLACED AT SUBCONTRACTORS EXPENSE. IF SHIELD INTEGRITY

HELIAX CABLE SHALL BE INSTALLED WITHOUT SHARP BENDS OR KINKS. DAMAGED

PROVIDE COPY OF MANUFACTURER’S INSTALLATION INSTRUCTIONS TO RE.

WITHOUT SPLICES PER MANUFACTURER’S INSTRUCTIONS AND RECOMMENDATIONS.

SWAB ALL CONDUITS PRIOR TO CABLE INSTALLATION. CABLES SHALL BE INSTALLED

UNLESS OTHERWISE NOTED.

BURIED CONDUITS SHALL BE A MINIMUM OF 24" BELOW GRADE (TOP OF CONDUIT)

EQUIPMENT LOCATIONS. ADJUST AS NECESSARY WITH RE APPROVAL.

CONTRACT. VERIFY CONDUIT RISER LOCATIONS BASED ON FIELD VERIFICATION OF

TO COMPLETE COMMUNICATION AND POWER SYSTEMS INSTALLED UNDER THIS

PROVIDE ALL CONDUIT, JUNCTION BOXES, CABLES, TERMINATIONS, ETC. AS REQUIRED

INSTALLING CABLES AND/OR CONDUITS.

HANDHOLES SHALL BE PUMPED DRY AND KEPT DRY WHILE ACCESSING OR

DURING CONSTRUCTION IN ACCORDANCE WITH CONTRACT REQUIREMENTS.

PROVIDE DEWATERING OF ALL TRENCHES AND EXCAVATIONS IF WATER IS…