MUP 2019-0004 78998 Miles Ave Telecom Facility (03.20.2019)March 20, 2019
Paulina Mendoza
959 South Coast Drive, Suite 200
Costa Mesa, CA 92626
SUBJECT: MINOR USE PERMIT 2019-0004: 78998 MILES AVENUE
MODIFICATIONS TO EXISTING TELECOMMUNICATION FACILITY
Dear Ms. Mendoza:
The Design and Development Department has approved your request to install three (3)
new panel antennas and RRUs,and associated equipment in an existing shelter at a
telecommunication facility located at 78998 Miles Avenue. Approval of this application is
subject to the attached exhibits for the Minor Use Permit and the following Findings and
Conditions of Approval:
FINDINGS
1.Consistency with the General Plan: The proposed equipment at the existing
telecommunication facility are consistent with the goals, objectives and policies of
the General Plan, in that the proposed equipment is intended to enhance community
access to quality wireless communication services.
2.Public Welfare: Approval of the new equipment for an existing telecommunication
facility will not create conditions materially detrimental to the public health, safety
and general welfare.
3.The proposed new equipment at the existing telecommunication facility will not create
new adverse visual impacts. No change to the height of the antenna location or
general configuration is proposed. The associated equipment will be placed entirely
within existing equipment cabinet.
4.The proposed new antennas and equipment is designed to facilitate continued
function of the existing antenna array, without modifying the height or other pre-
existing conditions to maintain the service provider’s objectives for coverage within
this portion of the community.
5.The proposed new and replacement equipment is necessary to improve community
access to wireless services.
CONDITIONS
1. The applicant/property owner agrees to defend, indemnify, and hold harmless the
City of La Quinta (the “City”), its agents, officers and employees from any claim, or
litigation arising out of the City’s approval of this project. This indemnification shall
include any award toward attorney’s fees. The City of La Quinta shall have the right
to select its defense counsel in its sole discretion. The City of La Quinta shall promptly
notify the applicant of any claim, action, or proceeding and shall cooperate fully in
the defense.
2. The applicant shall comply with all provisions of La Quinta Municipal Code Section
9.170 “Wireless Telecommunication Facilities”.
3. The applicant shall comply with any applicable provisions contained in Conditions of
Approval for Conditional Use Permit 2009-124 and MUP 2012-1046.
4. The applicant is permitted to install and remove the equipment identified on the scope
of work on the approved and attached plans for MUP2019-0004. All new and
replacement equipment shall be painted to match the color on the array. Applicant is
also permitted to install all other related equipment within existing equipment
cabinets located in the lease area.
5. The applicant shall obtain all necessary building permits from the City’s Building
Division, and is responsible for meeting all applicable plan check submittal
requirements. Plans submitted for building permit plan check shall include an
accurate vicinity map.
This decision may be appealed to the Planning Commission by any party who submits the
necessary paperwork and filing fee of $1,505.00 to this office within 15 days of the date of
approval of this permit. Should you have any questions please contact me at (760) 777-
7069.
Sincerely,
Carlos Flores
Interim Senior Planner
TITLE SHEET
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0
DATE DESCRIPTION BY
CHECKED BY:
11/20/18 90% CONSTRUCTION MR
IT IS A VIOLATION OF LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER TO ALTER THIS DOCUMENT
IE25790A
FAMILY HERITAGE CHURCH
78998 MILES AVE.
LA QUINTA, CA 92253
JR
T-1
®
CORPORATE OFFICE:8051 CONGRESS AVE. BOCA RATON, FL33487-1307
LOCAL CA OFFICE:510 GOETZ AVE. SANTA ANA, CA 92707
R
CA40771-T-01
IE790
12/10/18 100% CONSTRUCTION MR1
VICINITY MAP LOCAL MAP
IF USING 11" X 17" PLOT, DRAWINGS WILL BE HALF SCALE
DRAWING INDEX
DRAWING SCALE
T-1
SHEET NO.
TITLE SHEET
SHEET TITLE
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REV
T-2 GENERAL NOTES 0
A-1 OVERALL SITE PLAN
A-2 ENLARGED SITE PLAN, NEW / EXISTING EQUIPMENT PLAN
A-3 NEW / EXISTING ANTENNA PLAN, AND ANTENNA SCHEDULE
A-4 NEW / EXISTING WEST ELEVATION
A-5 NEW / EXISTING NORTH ELEVATION
A-6 EQUIPMENT DETAILS
G-1 GROUNDING DETAILS
R
TOLL FREE: 1-800-227-2600 ORwww.digalert.org
DRAWING APPROVALS
PROJECT DESCRIPTION
PROJECT TEAM
SITE INFORMATION
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE
DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE
CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO
REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR
MODIFICATIONS.
PROJECT MANAGER: _________________________________ DATE: __________
RF ENGINEER: _______________________________________ DATE: __________
SITE ACQUISITION MANAGER: _________________________ DATE: __________
CONSTRUCTION MANAGER: ___________________________ DATE: __________
A&E MANAGER: ______________________________________ DATE: __________
x 2016 CALIFORNIA ADMINISTRATIVE CODE
x 2016 CALIFORNIA BUILDING CODES, VOL. 1 & 2
x 2016 CALIFORNIA RESIDENTIAL CODE
x 2016 CALIFORNIA ELECTRICAL CODES
x 2016 CALIFORNIA MECHANICAL CODES
x 2016 CALIFORNIA PLUMBING CODES
x 2016 CALIFORNIA FIRE CODES
x 2016 CALIFORNIA ENERGY CODES
x 2016 CALIFORNIA EXISTING BUILDING CODE
x 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE
x 2016 CALIFORNIA REFERENCED STANDARDS CODE
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED
ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE
STATE CODE PART 2, TITLE 24 CHAPTER 11B, SECTION 1103B
ENGINEERING CODE COMPLIANCE
SITE LOCATION
SITE LOCATION
PROPERTY OWNER:
ADDRESS:
CONTACT:
PHONE:
APPLICANT:
ADDRESS:
LATITUDE (NAD83):
LONGITUDE (NAD 83):
GROUND ELEVATION:
APN#:
COUNTY:
ZONING JURISDICTION:
ZONING DISTRICT:
POWER COMPANY:
TELCO COMPANY:
FAMILY HERITAGE CHURCH OF THE
VALLEY , INC
78998 MILES AVE.
LA QUINTA, CA 92253
TBD
(760) 345-0355
T-MOBILE
2008 MCGAW AVE
IRVINE, CALIFORNIA 92614
33.723777800
-116.2868610000
±92'-0"
604-032-026
RIVERSIDE COUNTY
CITY OF LA QUINTA
MEDIUM HIGH DENSITY
RESIDENTIAL(RMH)
IMPERIAL IRRIGATION DISTRICT
TWC
0
0
0
0
0
0
0
A&E PROJECT MANAGER:
XD INDUSTRIES
1572 N. BATAVIA ST. SUITE 1D
ORANGE, CA 92867
CONTACT: JOSUE ROMERO
PHONE: (714) 783-5990
EMAIL: jromero@xd-ind.com
ENGINEER:
XD INDUSTRIES
1572 N. BATAVIA ST. SUITE 1D
ORANGE, CA 92867
CONTACT: CHRIS LEE
PHONE: (949) 468-9702
EMAIL: clee@xd-ind.com
RF ENGINEER:
2008 MCGAW AVE.
IRVINE, CA 92614
CONTACT: ALBERT LANDICHO
PHONE: (707) 342-8123
EMAIL: albert.landicho2@t-mobile.com
CONSTRUCTION MANAGER:
ERICSSON INCORPORATED
6160 STONERIDGE MALL RD., #400
PLEASANTON, CA 94588
PROJECT NUMBER: IE25790A
SBA SITE NUMBER: CA40771-T-01
PROJECT NAME: IE790 FAMILY HERITAGE CHURCH
78998 MILES AVE.
LA QUINTA, CA 92253
®
R
PROJECT: L700 4X2
TMO PROJECT MANAGER:
2008 MCGAW AVENUE,
IRVINE, CA 92614
CONTACT: DUAN DAO
PHONE: (949) 567-6815
EMAIL: duan.dao@t-mobile.com
PROPERTY SPECIALIST SBA:
510 GOETZ AVENUE
SANTA ANA, CA 92707
CONTACT: PAULINA MENDOZA
PHONE: (949) 398-8050 X1810
EMAIL: pmendoza@sbasite.com
T-MOBILE PROPOSES TO MODIFY/ INSTALL AN EXISTING/NEW WIRELESS
INSTALLATION. THE SCOPE WILL CONSIST OF THE FOLLOWING:
AT ANTENNA LEVEL:
x INSTALL (3) NEW PANEL ANTENNAS, (1) PER SECTOR
x INSTALL (3) NEW 4449 RRUS, (1) PER SECTOR
AT EQUIPMENT LEVEL:
x INSTALL (1) NEW 6 X12 HCS 40M 6 AWG HYBRID CABLE
x UTILIZE (1) EXISTING BB 5216
x INSTALL (1) NEW XMU
x INSTALL (1) NEW BB6630 FOR N600 (DARK)
RFDS:IE25790A_L700_CMP4- 4X2_4.1 12.07.18
EXP: 12/31/2020
PLANNING APPROVAL
ADMINISTRATIVE
CASE# ____________________
EXHIBIT# ____________________
INITIAL cflores
DATE 03/20/2019 5:10:17 PM
MUP2019-0004
REV
0
DATE DESCRIPTION BY
CHECKED BY:
11/20/18 90% CONSTRUCTION MR
IT IS A VIOLATION OF LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER TO ALTER THIS DOCUMENT
IE25790A
FAMILY HERITAGE CHURCH
78998 MILES AVE.
LA QUINTA, CA 92253
JR
T-2
®
CORPORATE OFFICE:8051 CONGRESS AVE. BOCA RATON, FL33487-1307
LOCAL CA OFFICE:510 GOETZ AVE. SANTA ANA, CA 92707
R
CA40771-T-01
IE790
12/10/18 100% CONSTRUCTION MR1
GENERAL NOTES
#3 AND #4..............2'-0" #8............................5'-3"
#5...................................2'-6" #9............................6'-8"
#6.................................3'-0" #10...........................8'-6"
#7.....................................4'-1" #11.............................10'-5"
GENERAL
1. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN
SPECIFICATIONS.
2. THE CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY
ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE
DISCOVERED IN THE PLANS, SPECIFICATIONS, & NOTES PRIOR TO
STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY
DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER
THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT
TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL
INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD
OF CORRECTION SHALL BE APPROVED BY THE
ARCHITECT/ENGINEER.
3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR HAS THE
RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR
NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM
DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR
THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE
UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.
4. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE
SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE
AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS THE
CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION
SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS.
THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT
THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS-BUILT
CHANGES, REVISIONS, ADDENDUM'S, OR CHANGE ORDERS. THE
CONTRACTOR SHALL FORWARD THE AS-BUILT DRAWINGS TO THE
ARCHITECT/ENGINEER AT THE CONCLUSION OF THE PROJECT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE
SECURITY OF THE SITE FROM START OF PROJECT TO COMPLETION
OF PROJECT.
6. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY
POWER, WATER, AND TOILET FACILITIES.
7. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO
THE 2016 CBC AND ALL OTHER GOVERNING CODES.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH
ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK.
THE ENGINEER WILL NOT ADVISE ON NOR PROVIDE DIRECTION AS
TO SAFETY PRECAUTIONS AND PROGRAMS.
9. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK,
USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, PROCEDURES AND SEQUENCING AND
COORDINATING ALL PORTIONS OF THE WORK.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY
FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO
THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT
APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS
REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THE PERMIT AND
MAKE FINAL PAYMENT OF SAID DOCUMENT.
11. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS
OTHERWISE NOTED.
12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING,
BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION
OF ITEMS INDICATED ON THE DRAWINGS.
13. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL
APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH
FIRE RATED ASSEMBLIES.
14. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL
BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR
EXCEPT AS NOTED IN THE PLANS.
15. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST
STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING
AGENCY RESPONSIBLE FOR RECORDING THE RESULTS.
16. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM
REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT
SPECIFICALLY SHOWN OTHERWISE.
17. ALL DEBRIS AND REFUGE IS TO BE REMOVED FROM THE PROJECT
DAILY. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED
CONDITION AT ALL TIMES.
18. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED
CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A
QUESTION REGARDING THEIR EXACT MEANING THE
ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATIONS.
19. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS,
TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE
WORK. THE SUPERVISION OF THE WORK IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
20. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN
CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST
THEREOF.
21. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSION,
ELEVATION, ETC. NECESSARY FOR THE PROPER CONSTRUCTION
AND ALIGNMENT OF THE NEW PORTION OF THE WORK TO THE
EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL
MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION
OF STRUCTURAL MEMBERS. AND DISCREPANCY SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT/
ENGINEER.
22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER
UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE
PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE
PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS
DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY
THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND
OR NEAR UTILITIES.
23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND
OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE
WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR
OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT
INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE
APPROVAL OF THE ENGINEER.
24. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE
KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT/
ENGINEER. UNAUTHORIZED CHANGES RENDER THESE DRAWINGS
VOID.
25. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN
THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL
ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE
CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN
FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED.
26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR
NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR
SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN
CONJUNCTION WITH THE EXECUTION OF THIS WORK. 10. GENERAL
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT
IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE
CONTRACT DOCUMENTS, PRIOR TO STARTING WORK.
SITE PREPARATION NOTES:
1. THE PREPARATION OF THE SITE FOR CONSTRUCTION SHALL
INCLUDE THE REMOVAL OF ALL BROKEN CONCRETE, TREE TRUNKS
AND ANY OTHER DEBRIS THAT WOULD BE DAMAGING TO THE
FOOTINGS OF THE NEW STRUCTURE.
2. BACK FILLING AT TRENCHES SHALL BE OF CLEAN, STERILE SOIL
HAVING A SAND EQUIVALENT OF 30 OR GREATER. BACK FILLING
SHALL BE DONE IN 8 INCH LAYERS, MOISTURE CONDITIONED AND
PROPERLY COMPACTED. ADEQUATE DRAINAGE SHALL BE
PROVIDED SUCH THAT NO PONDING OCCURS.
3. ALL FOUNDATION FOOTINGS SHALL EXTEND INTO AND BEAR
AGAINST NATURAL UNDISTURBED SOIL OR APPROVED COMPACTED
FILL. FOOTINGS SHALL EXTEND INTO SOIL DEPTH AS INDICATED IN
PLANS.
4. SHOULD ANY LOOSE FILL, EXPANSIVE SOIL, GROUND WATER OR
ANY OTHER UNEXPECTED CONDITIONS BE ENCOUNTERED DURING
THE EXCAVATION FOR THE NEW FOUNDATION, THE
ARCHITECT/ENGINEER SHALL BE NOTIFIED AND ALL FOUNDATION
WORK SHALL CEASE IMMEDIATELY.
5. WITHIN AN AREA A MINIMUM OF 5 FEET BEYOND THE BUILDING
LIMITS, EXCAVATE A MINIMUM OF 4" OF EXISTING SOIL. REMOVE ALL
ORGANICS, PAVEMENT, ROOTS, DEBRIS AND OTHERWISE
UNSUITABLE MATERIAL.
6. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED
BY PROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OR
UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED
BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY.
7. PROOFROLL THE SURFACE OF THE EXPOSED SUBGRADE WITH A
LOADED TANDEM AXLE DUMP TRUCK. REMOVE ALL SOILS WHICH
PUMP OR DO NOT COMPACT PROPERLY AS DIRECTED BY THE
GEOTECHNICAL ENGINEER/TESTING AGENCY.
8. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL.
PLACE IN 8" LOOSE LIFTS AND THE MAXIMUM DRY DENSITY IN
ACCORDANCE WITH ASTM D-698. COMPACT TO A MINIMUM OF 90%
RELATIVE COMPACTION
9. THE STRUCTURAL DRAWINGS HERE IN REPRESENT THE FINISHED
STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE
STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK
AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION,
DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION
BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL
PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING
CONSTRUCTION. ANY DAMAGE TO NEW OR EXISTING SURFACES,
STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED
OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER.
THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR
REPLACING ANY DAMAGED AREAS.
11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL
BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT
TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE.
TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE
THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN
STRENGTH FOR THE CONDITIONS PRESENT.
12. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING
FACILITY, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH
EXISTING STRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY
BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL
PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE
PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT
FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH
ARE TO REMAIN.
SUBMITTALS:
SUBMITTALS: SUBMITTALS FOR SHOP DRAWINGS, MILL TESTS,
PRODUCT DATA, ECT. FOR ITEMS DESIGNED BY THE ARCHITECT/
ENGINEER OF RECORD SHALL BE MADE TO THE
ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL REVIEW THE SUBMITTAL BEFORE
FORWARDING TO THE ARCHITECT. SUBMITTALS SHALL BE MADE IN
ADVANCED TO ARCHITECT-ENGINEER. SUBMITTALS REQUIRED FOR
EACH SECTION OF THESE NOTES ARE SPECIFIED IN THAT SECTION.
SHOP DRAWING REVIEW:
REVIEW BY THE ARCHITECT/ENGINEER IS FOR GENERAL
COMPLIANCE WITH THE DESIGN CONCEPT AND THE CONTRACT
DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE
CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE
WITH THE PROJECT PLANS AND SPECIFICATIONS, NOR
DEPARTURES THRERFROM. THE CONTRACTOR REMAINS
RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING
AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR
SELECTION FABRICATION PROCESSES.
ACCESSIBILITY NOTE:
THE TELECOMMUNICATIONS EQUIPMENT SPACE SHOWN HEREON
THESE PLANS IS NOT CUSTOMARILY OCCUPIED. WORK TO BE
PERFORMED IN THIS FACILITY CANNOT REASONABLY BE
PERFORMED BY PERSONS WITH A SEVERE IMPAIRMENT: MOBILITY,
SIGHT, AND/OR HEARING. THEREFORE, PER 2016 CALIFORNIA
BUILDING CODE SECTION 1103B.1 EXCEPTION 1, THIS FACILITY
SHALL BE EXEMPTED FROM ALL TITLE 24 ACCESS REQUIREMENTS.
BID WALK NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONSTRUCTION
CONDITIONS BEFORE SUBMITTAL OF FINAL BIDS, START OF
CONSTRUCTION AND/OR FABRICATION. AFTER THOROUGHLY
EXAMINING THE PLANS AND EXISTING SITE CONDITIONS NOTIFY
THE ENGINEER IN WRITING OF ANY OMISIONS/DISCREPANCIES, OR
ANY ITEMS NEEDING CLARIFICATION PRIOR TO SUBMITTING FINAL
BIDS.
2. IF THE ENGINEER IS NOT NOTIFIED OF ANY
OMISIONS/DISCREPANCIES OR CLARIFICATIONS IN WRITING AS
DESCRIBED IN #1 IT WILL BE CONFIRMED THAT THE CONTRACTOR
HAS CONSIDERED ALL ITEMS THAT WILL AFFECT THE COST OF THE
CONSTRUCTION OF THE SITE UNDER THE MOST STRINGENT
CONDITIONS. THE CONTRACTOR WILL NOT BE ENTITLED TO ANY
ADDITIONAL COMPENSATION AFTER FINAL BIDS HAVE BEEN
SUBMITTED AND AWARDED FROM CARRIER.
STRUCTURAL STEEL:
1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE
WITH THE LATEST REVISED EDITION OF THE AISC MANUAL OF
STEEL CONSTRUCTION, WHICH INCLUDES THE SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD
PRACTICE AND THE AWS STRUCTURAL WELDING CODE. IDENTIFY
AND MARK STEEL PER CBC 2203.
2. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE
ENGINEER/ARCHITECT PRIOR TO FABRICATION.
3. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE
DRYPACKED OR GROUTED WITH NON-SHRINK, NON-FERROUS
GROUT. MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT
28 DAYS. ALL SURFACES SHALL BE PROPERLY CLEANED OF
FOREIGN MATERIAL PRIOR TO GROUTING.
4. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH
WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC.
5. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE
ALLOWED THRU STRUCTURAL STEEL MEMBERS. BOLT HOLES
SHALL CONFORM TO AISC SPECIFICATION, AND SHALL BE
STANDARD HOLES UNLESS OTHERWISE NOTED. NO CUTTING OR
BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT
PRIOR CONSENT OF THIS ENGINEER.
6. WELDING: CONFORM TO AWS D1 1. WELDERS SHALL BE CERTIFIED
IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70
ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED.
7. BOLTING: ASTM A307 BOLTS SHALL BE INSTALLED "SNUG TIGHT"
PER AISC. SECTION RCSC 8(C) ASTM A325 BOLTS SHALL CONFORM
TO THE RCSC SPECIFICATION SECTION 8 (D).
8. FABRICATION: CONFORM TO AISC SPECIFICATION SEC M2
"FABRICATION" AND AISC CODE SEC 6 "FABRICATION AND
DELIVERY" PERFORM WORK ON PREMISES OF A FABRICATOR
APPROVED BY THE BUILDING OFFICIAL.
9. GALVANIZING: ALL EXPOSED STEEL OUTSIDE THE BUILDING
ENVELOPE SHALL BE HOT-DIPPED GALVANIZED. APPLY FIELD
TOUCH-UPS PER SPECIFICATIONS. PER ASTM A153.
STRUCTURAL STEEL NOTES:
1. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED
HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF
HOLES AND TORCH CUTTING AT THE SITE IS NOT PERMITTED.
2. ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS,
HOLD-DOWNS, POST BASES, FRAMING CAPS, HANGER AND
OTHER MISCELLANEOUS STRUCTURAL METALS SHALL BE AS
MANUFACTURED BY SIMPSON STRONG TIE
CO. OR APPROVED EQUAL.
CONCRETE REINFORCEMENT:
1. REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED
BELOW. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY
THE STRUCTURAL ENGINEER. ALL VERTICAL WALL
REINFORCEMENT SHALL BE CONTINUOUS BETWEEN SPLICE
LOCATIONS SHOWN IN THE DETAILS.
2. ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS
CONFORMING TO ASTM A-615 GRADE 60. LAP REINFORCING
STEEL AT SPLICES TO THE FOLLOWING MINIMUM LENGTHS
UNLESS NOTED OTHERWISE:
3. BARS SHALL BE CLEAN OF MUD, OIL, OR OTHER COATINGS LIKELY
TO IMPAIR BONDING.
4. ALL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO
INSPECTIONS, PLACING CONCRETE, OR GROUTING MASONRY.
5. WELDING: BARS SHALL NOT BE WELDED UNLESS AUTHORIZED.
WHEN AUTHORIZED. CONFORM TO ACI 301. SEC 3.2. 2.2.
"WELDING" AND PROVIDE ASTM A706, GRADE 60 REINFORCEMENT.
6. FIELD BENDING: CONFORM TO ACI 301 SEC 3.3.2.8 "FIELD
BENDING OR STRAIGHTENING". BAR SIZES #3 THROUGH #5 MAY
BE FIELD BENT COLD THE FIRST TIME. OTHER BARS REQUIRE
PREHEATING. DO NOT TWIST BARS
7. ALL REINFORCING MARKED CONTINUOUS (CONT.) ON THE PLANS
AND DETAILS SHALL BE LAPPED 36xBAR DIAMETERS AT SPLICES
UNLESS OTHERWISE NOTED.
8. SPLICE ALL BARS IN MASONRY WITH A MINIMUM OF 48 BAR
DIAMETER LAPS (2'-0" MINIMUM).
STRUCTURAL STEEL:
MATERIALS: CONFORM TO
ANCHOR BOLTS (HEADED): ASTM A307
ANCHOR BOLTS (J-TYPE): ASTM A36
BARS & PLATES: ASTM A36
BOLTS: ASTM A307
C-, M-, AND ANGLE SHAPES: ASTM A36
DEFORMED WELDED WIRE FABRIC: ASTM A497
EPOXY & EXPANSION ANCHORS: HILTI OR EQUIVALENT
GROUT: EMBECO OR EQUIVALENT
HIGH-STRENGTH BOLTS: ASTM A325SC OR (A325N)
OTHER STRUCTURAL SHAPES: ASTM A36
REINFORCING BARS: ASTM A615. GRADE 60, DEFORMED
BARS SMOOTH WELDED WIRE FABRIC: ASTM A185
STRUCTURAL WF SHAPES: ASTM A572-GR50
STEEL PIPE: ASTM A53, GRADE B
TIE WIRE: 16.5 GAGE OR HEAVIER, BLACK
ANNEALED TUBE STEEL & PIPE COLUMNS: ASTM A500, GRADE B
WELDING ELECTRODES: E70XX
W - SHAPES: ASTM A992, GRADE 50
EXP: 12/31/2020
REV
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DATE DESCRIPTION BY
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IT IS A VIOLATION OF LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER TO ALTER THIS DOCUMENT
IE25790A
FAMILY HERITAGE CHURCH
78998 MILES AVE.
LA QUINTA, CA 92253
JR
A-1
®
CORPORATE OFFICE:8051 CONGRESS AVE. BOCA RATON, FL33487-1307
LOCAL CA OFFICE:510 GOETZ AVE. SANTA ANA, CA 92707
R
CA40771-T-01
IE790
12/10/18 100% CONSTRUCTION MR1
OVERALL SITE PLAN
OVERALL SITE PLAN 0"40' 40'20'
24"x36" SCALE: 1" = 40'-0"
11"x17" SCALE: 1" = 80'-0"1
NEW T-MOBILE
EQUIPMENT CABINETS
AND ANTENNA LOCATION
EXISTING PROPERTY LINE
EXISTING 12'-0' WIDE
ACCESS EASEMENT
LADERA DR.
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
RESIDENTIAL
HOUSE
EXISTING
PARKING LOT
EXISTING
PARKING LOTEXISTING PROPERTY LINEEXISTING PROPERTY LINEEXISTING PROPERTY LINE
149'-0"
SETBACK 99'-9"SETBACK125'-4"
SETBACK
649'-1"SETBACKTORTOLA CIR.ARBOLA CIR.
OCOTILLO DR.
APN: 604-032-026
APN: 604-032-026
APN: 604-032-022
ADAMS ST.EXP: 12/31/2020
REV
0
DATE DESCRIPTION BY
CHECKED BY:
11/20/18 90% CONSTRUCTION MR
IT IS A VIOLATION OF LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER TO ALTER THIS DOCUMENT
IE25790A
FAMILY HERITAGE CHURCH
78998 MILES AVE.
LA QUINTA, CA 92253
JR
A-2
®
CORPORATE OFFICE:8051 CONGRESS AVE. BOCA RATON, FL33487-1307
LOCAL CA OFFICE:510 GOETZ AVE. SANTA ANA, CA 92707
R
CA40771-T-01
IE790
12/10/18 100% CONSTRUCTION MR1
ENLARGED SITE PLAN,
NEW / EXISTING
EQUIPMENT PLAN
NEW EQUIPMENT PLAN
EXISTING EQUIPMENT PLAN 2' 1' 0"2'
24"x36" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0"2
ENLARGED SITE PLAN 4'3' 2'1' 0" 4'
24"x36" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/8" = 1'-0"12' 1' 0"2'
24"x36" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0"3
EXISTING 12'-0' WIDE
ACCESS EASEMENT
EXISTING 51'-0" HIGH
MONOPALM W/ NEW
T-MOBILE ANTENNAS
LOCATION
25'-6"EXISTING T-MOBILE LEASE AREA18'-4"
EXISTING T-MOBILE LEASE AREA
EXISTING
PARKING LOT
EXISTING
PARKING LOT
APN: 604-032-026
APN: 604-032-026
NON-EXCLUSIVE
TECH PARKING
18'-4"
EXISTING T-MOBILE LEASE AREA
25'-6"EXISTING T-MOBILE LEASE AREAEXISTING T-MOBILE RBS
6131 W/ (1) BB5216, (1)
DUG 20 & (1) DUW 30
EXISTING T- MOBILE 8'-0"
HIGH CMU WALL
ENCLOSURE
EXISTING T- MOBILE
STUB UPS8'-0"EXISTING T- MOBILE
GPS ANTENNA
EXISTING T- MOBILE
CABLE TRAY
EXISTING CURB W/
ROCK PLANTER
EXISTING T- MOBILE
METER
EXISTING T- MOBILE
KNOX BOX
EXISTING SERVICE
LIGHTS (TYP. OF 3)
EXISTING T- MOBILE
TELCO CABINET ON
H-FRAME
18'-4"
EXISTING T-MOBILE LEASE AREA
25'-6"EXISTING T-MOBILE LEASE AREAEXISTING T-MOBILE RBS
6131 W/ (1) BB5216, (1)
DUG 20,(1) DUW 30 & (1)
NEW XMU & (1) NEW
BB6630
EXISTING T- MOBILE 8'-0"
HIGH CMU WALL
ENCLOSURE
EXISTING T- MOBILE
STUB UPS8'-0"EXISTING CURB W/
ROCK PLANTER
EXISTING T- MOBILE
TELCO CABINET ON
H-FRAME
EXISTING T- MOBILE
STUB UPS
EXISTING T- MOBILE
METER
EXISTING T-MOBILE
GPS ANTENNA
1,2
A-4
1,2
A-5
EXISTING TREE,
TYP.
EXISTING CURB,
TYP.
NOTES:
GC TO FIELD VERIFY EXACT
EQUIPMENT LOCATION
NOTES:
GC TO FIELD VERIFY EXACT
EQUIPMENT LOCATION
EXISTING T-MOBILE 8'-0"
WIDE SITE ACCESS
GATE
EXISTING PPC CABINET
ON UNISTRUT
EXISTING FIBER
CABINET ON
UNISTRUT
EXISTING T- MOBILE
CABLE TRAY
EXISTING T- MOBILE
METER
EXISTING T-MOBILE 8'-0"
WIDE SITE ACCESS
GATE
EXISTING PPC CABINET
ON UNISTRUT
EXISTING FIBER
CABINET ON
UNISTRUT
EXISTING T-MOBILE RBS
6131 W/ (1) BB5216, (1)
DUG 20,(1) DUW 30 & (1)
NEW XMU & (1) NEW
BB6630
EXISTING T- MOBILE
CABLE TRAY
EXISTING FIBER
CABINET ON
UNISTRUT
EXISTING T- MOBILE
GPS ANTENNA
EXISTING T- MOBILE
KNOX BOX
EXISTING SERVICE
LIGHTS (TYP. OF 3)
EXP: 12/31/2020
REV
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ENGINEER TO ALTER THIS DOCUMENT
IE25790A
FAMILY HERITAGE CHURCH
78998 MILES AVE.
LA QUINTA, CA 92253
JR
A-3
®
CORPORATE OFFICE:8051 CONGRESS AVE. BOCA RATON, FL33487-1307
LOCAL CA OFFICE:510 GOETZ AVE. SANTA ANA, CA 92707
R
CA40771-T-01
IE790
12/10/18 100% CONSTRUCTION MR1
NEW / EXISTING ANTENNA
PLAN, AND ANTENNA
SCHEDULE
4
EXISTING EQUIPMENT SCHEDULE
NEW EQUIPMENT SCHEDULE
2'0" 2'
24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0"1'1EXISTING ANTENNA PLAN
NEW ANTENNA PLAN 2'0" 2'
24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0"1'2
3
A1
B1
C1
A2
B4
C4
SECTOR
ANTENNA
FREQUENCY MODEL SIZE (H x W x D)
ANTENNA
AZIMUTH
RAD
CENTER RRU / TMA CABLE LENGTH & TYPE
A1
A2
A3
A4
-- ----
B1
B2
B3
B4
C1
C2
C3
C4
-- ----
-- ----
ERICSSON
AIR21 KRC118023-1 B2A-B4P 30° 50'-0"56" x 12" x 8"
ERICSSON
AIR32 KRD901146-1 B66A-B2A 56.6" x 12.9" x 8.7"
U1900/G1900
L1900/L2100 50'-0"30°
ERICSSON
AIR21 KRC118023-1 B2A-B4P 120°56" x 12" x 8"U1900/G1900
ERICSSON
AIR21 KRC118023-1 B2A-B4P 240°56" x 12" x 8"U1900/G1900
-
-
-
-
ERICSSON
AIR32 KRD901146-1 B66A-B2A 56.6" x 12.9" x 8.7"L1900/L2100 120°
ERICSSON
AIR32 KRD901146-1 B66A-B2A 56.6" x 12.9" x 8.7"L1900/L2100 240°-(1) ERICSSON 9x18 HCS 40M, ±131'-0"(1) ERICSSON 6x12 HCS 6AWG 40M, ±131'-0"SECTOR
ANTENNA
FREQUENCY MODEL SIZE (H x W x D)
ANTENNA
AZIMUTH
RAD
CENTER RRU / TMA CABLE LENGTH & TYPE
A1
A2
A3
A4
RFS
APXVAARR24-43-U-NA20 95.9" x 24" x 8.7" 50'-0"L600/L700 30°(1) RRUs 4449 B71 + B12
-
B1
B2
B3
B4
C1
C2
C3
C4
-
-
ERICSSON
AIR21 KRC118023-1 B2A-B4P 30° 50'-0"56" x 12" x 8"
ERICSSON
AIR32 KRD901146-1 B66A-B2A 56.6" x 12.9" x 8.7"
U1900/G1900
L1900/L2100 50'-0"30°
ERICSSON
AIR21 KRC118023-1 B2A-B4P 120° 50'-0"56" x 12" x 8"U1900/G1900
ERICSSON
AIR21 KRC118023-1 B2A-B4P 240° 50'-0"56" x 12" x 8"U1900/G1900
ERICSSON
AIR32 KRD901146-1 B66A-B2A 56.6" x 12.9" x 8.7"L1900/L2100 50'-0"120°
ERICSSON
AIR32 KRD901146-1 B66A-B2A 56.6" x 12.9" x 8.7"L1900/L2100 50'-0"240°
RFS
APXVAARR24-43-U-NA20 95.9" x 24" x 8.7" 50'-0"L600/L700 120°(1) RRUs 4449 B71 + B12
RFS
APXVAARR24-43-U-NA20 95.9" x 24" x 8.7" 50'-0"L600/L700 240°(1) RRUs 4449 B71 + B12 (1) ERICSSON 9x18 HCS 40M, ±131'-0"(2) ERICSSON 6x12 HCS 6AWG 40M, ±131'-0"-
-----
-
-
-
-
-
-----
-----
-- ----
-- ----
-- ----A3
A4
B2
B3
C2
C3
50'-0"
50'-0"
50'-0"
50'-0"
EXISTING T- MOBILE AIR 32
PANEL ANTENNA TO REMAIN,
(TYP. (1) PER SECTOR, (3) TOTAL)
EXISTING T- MOBILE AIR 21
PANEL ANTENNA TO
REMAIN,(TYP. (1) PER
SECTOR, (3) TOTAL)
EXISTING SBA 51'-0"
HIGH MONOPALM
EXISTING
MONOPALM
FRONDS OUTLINE
EXISTING T-MOBILE T-ARM
MOUNTED ON EXISTING
MONOPALM
A1
B1
C1
A2
B4
C4
A3
A4
B2
B3
C2
C3
EXISTING T- MOBILE AIR 32
PANEL ANTENNA TO REMAIN,
(TYP. (1) PER SECTOR, (3) TOTAL)
EXISTING T- MOBILE AIR 21
PANEL ANTENNA TO
REMAIN,(TYP. (1) PER
SECTOR, (3) TOTAL)
EXISTING SBA 51'-0"
HIGH MONOPALM
EXISTING
MONOPALM
FRONDS OUTLINE
EXISTING T-MOBILE T-ARM
MOUNTED ON EXISTING
MONOPALM
NEW T-MOBILE RFS PANEL ANTENNA ON
NEW MOUNTING FRAME (TYP. (1) PER
SECTOR, (3) TOTAL)
NEW T-MOBILE RRU 4449 ON
EXISTING MOUNTING FRAME (TYP.
(1) PER SECTOR, (3) TOTAL)
4
A-6
3
A-6
2
A-6
1
A-6
NOTES:
NEW T-MOBILE TOWER EQUIPMENT
PAINTED TO MATCH EXISTING
MONOPALM6'-0
"TYP.6'-0
"TYP.2'-0
"TYP.2'-0
"TYP.6"
EXP: 12/31/2020
REV
0
DATE DESCRIPTION BY
CHECKED BY:
11/20/18 90% CONSTRUCTION MR
IT IS A VIOLATION OF LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER TO ALTER THIS DOCUMENT
IE25790A
FAMILY HERITAGE CHURCH
78998 MILES AVE.
LA QUINTA, CA 92253
JR
A-4
®
CORPORATE OFFICE:8051 CONGRESS AVE. BOCA RATON, FL33487-1307
LOCAL CA OFFICE:510 GOETZ AVE. SANTA ANA, CA 92707
R
CA40771-T-01
IE790
12/10/18 100% CONSTRUCTION MR1
NEW AND EXISTING WEST
ELEVATIONS
NEW WEST ELEVATIONEXISTING WEST ELEVATION 4'3' 2'1' 0" 4'
24"x36" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/8" = 1'-0"2 4'3' 2'1' 0" 4'
24"x36" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/8" = 1'-0"1
FINISHED GRADE
0'-0"
TOP OF EXISTING SBA MONOPALM
±51'-0"
RAD CENTER OF EXISTING T-MOBILE ANTENNAS
±50'-0"
TOP OF EXISTING MONOPALM FRONDS
±56'-0"
EXISTING T- MOBILE AIR 32
PANEL ANTENNA TO REMAIN,
(TYP. (1) PER SECTOR, (3) TOTAL)
EXISTING T- MOBILE AIR 21 PANEL
ANTENNA TO REMAIN,(TYP. (1) PER
SECTOR, (3) TOTAL)
EXISTING SBA 51'-0"
HIGH MONOPALM
EXISTING T-MOBILE T-ARM
MOUNTED ON EXISTING
MONOPALM
EXISTING T- MOBILE 8'-0"
HIGH CMU WALL
ENCLOSURE
8'-0"EXISTING TREE,
TYP.
EXISTING T- MOBILE
METER
EXISTING T- MOBILE
KNOX BOX
EXISTING T-MOBILE 8'-0"
WIDE SITE ACCESS
GATE
EXISTING CURB
FINISHED GRADE
0'-0"
TOP OF EXISTING SBA MONOPALM
±51'-0"
RAD CENTER OF EXISTING & NEW T-MOBILE ANTENNAS
±50'-0"
TOP OF EXISTING MONOPALM FRONDS
±56'-0"
EXISTING T- MOBILE AIR 32
PANEL ANTENNA, (TYP. (1) PER
SECTOR, (3) TOTAL)
EXISTING T- MOBILE AIR 21
PANEL ANTENNA,(TYP. (1) PER
SECTOR, (3) TOTAL)
EXISTING SBA 51'-0"
HIGH MONOPALM
EXISTING T-MOBILE T-ARM
MOUNTED ON EXISTING
MONOPALM
EXISTING T- MOBILE 8'-0"
HIGH CMU WALL
ENCLOSURE
8'-0"EXISTING TREE,
TYP.
EXISTING CURB
NEW T-MOBILE RFS PANEL ANTENNA ON
NEW MOUNTING FRAME (TYP. (1) PER
SECTOR, (3) TOTAL)
NEW T-MOBILE RRU 4449 ON
EXISTING MOUNTING FRAME (TYP.
(1) PER SECTOR, (3) TOTAL)
4
A-6
3
A-6
2
A-6
1
A-6
NOTES:
NEW T-MOBILE TOWER EQUIPMENT
PAINTED TO MATCH EXISTING
MONOPALM
EXISTING T- MOBILE
KNOX BOX
EXISTING T-MOBILE 8'-0"
WIDE SITE ACCESS
GATE
EXISTING T- MOBILE
METER
EXISTING SHRUBSEXISTING SHRUBS
EXP: 12/31/2020
REV
0
DATE DESCRIPTION BY
CHECKED BY:
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IT IS A VIOLATION OF LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER TO ALTER THIS DOCUMENT
IE25790A
FAMILY HERITAGE CHURCH
78998 MILES AVE.
LA QUINTA, CA 92253
JR
A-5
®
CORPORATE OFFICE:8051 CONGRESS AVE. BOCA RATON, FL33487-1307
LOCAL CA OFFICE:510 GOETZ AVE. SANTA ANA, CA 92707
R
CA40771-T-01
IE790
12/10/18 100% CONSTRUCTION MR1
NEW AND EXISTING NORTH
ELEVATIONS
NEW NORTH ELEVATIONEXISTING NORTH ELEVATION 4'3' 2'1' 0" 4'
24"x36" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/8" = 1'-0"2 4'3' 2'1' 0" 4'
24"x36" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/8" = 1'-0"1
FINISHED GRADE
0'-0"
TOP OF EXISTING SBA MONOPALM
±51'-0"
RAD CENTER OF EXISTING T-MOBILE ANTENNAS
±50'-0"
TOP OF EXISTING MONOPALM FRONDS
±56'-0"
EXISTING T- MOBILE AIR 32
PANEL ANTENNA TO REMAIN,
(TYP. (1) PER SECTOR, (3) TOTAL)
EXISTING T- MOBILE AIR 21
PANEL ANTENNA TO
REMAIN,(TYP. (1) PER SECTOR,
(3) TOTAL)
EXISTING SBA 51'-0"
HIGH MONOPALM
EXISTING T-MOBILE T-ARM
MOUNTED ON EXISTING
MONOPALM
EXISTING T- MOBILE 8'-0"
HIGH CMU WALL
ENCLOSURE8'-0"EXISTING TREE,
TYP.
EXISTING T- MOBILE
KNOX BOX
FINISHED GRADE
0'-0"
TOP OF EXISTING SBA MONOPALM
±51'-0"
RAD CENTER OF EXISTING & NEW T-MOBILE ANTENNAS
±50'-0"
TOP OF EXISTING MONOPALM FRONDS
±56'-0"
EXISTING T- MOBILE AIR 32
PANEL ANTENNA, (TYP. (1) PER
SECTOR, (3) TOTAL)
EXISTING T- MOBILE AIR 21
PANEL ANTENNA,(TYP. (1) PER
SECTOR, (3) TOTAL)
EXISTING SBA 51'-0"
HIGH MONOPALM
EXISTING T-MOBILE T-ARM
MOUNTED ON EXISTING
MONOPALM
8'-0"EXISTING TREE,
TYP.
EXISTING T- MOBILE
KNOX BOX
NEW T-MOBILE RFS PANEL ANTENNA ON
EXISTING MOUNTING FRAME (TYP. (1)
PER SECTOR, (3) TOTAL)
NEW T-MOBILE RRU 4449 ON
EXISTING MOUNTING FRAME (TYP.
(1) PER SECTOR, (3) TOTAL)
4
A-6
3
A-6
2
A-6
1
A-6
NOTES:
NEW T-MOBILE TOWER EQUIPMENT
PAINTED TO MATCH EXISTING
MONOPALM
EXISTING SHRUBS
EXISTING T- MOBILE
METER
EXISTING T- MOBILE 8'-0"
HIGH CMU WALL
ENCLOSURE
EXISTING SHRUBS
EXISTING T- MOBILE
METER
EXP: 12/31/2020
REV
0
DATE DESCRIPTION BY
CHECKED BY:
11/20/18 90% CONSTRUCTION MR
IT IS A VIOLATION OF LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER TO ALTER THIS DOCUMENT
IE25790A
FAMILY HERITAGE CHURCH
78998 MILES AVE.
LA QUINTA, CA 92253
JR
A-6
®
CORPORATE OFFICE:8051 CONGRESS AVE. BOCA RATON, FL33487-1307
LOCAL CA OFFICE:510 GOETZ AVE. SANTA ANA, CA 92707
R
CA40771-T-01
IE790
12/10/18 100% CONSTRUCTION MR1
EQUIPMENT DETAILS
1APXVAARR24_43-U-NA20 ANTENNA DETAIL
TOP
MANUFACTURER: RFS
MODEL: APXVAARR24_43-U-NA20
ANTENNA WEIGHT: 128 LBS
MOUNTING WEIGHT: 25.3 LBS
DIMENSIONS (H x W x D): 95.9" x 24" x 8.7"
SIDEFRONT95.9"8.7"
24"
3RRU 4449 DETAIL
FRONT
TOP
SIDE
MANUFACTURER: ERICSSON
MODEL: RRU 4449
WEIGHT: 74 LBS ±4 LBS
DIMENSIONS (H x W x D): 14.95"x13.19"x9.25"14.95"13.19"
9.25"
ERICSSON
2ANTENNA MOUNTING DETAIL
4RRU MOUNTING DETAIL
POLE MOUNTING
BRACKET, TYP.
EXISTING 3-1/2" DIA
SCHEDULE 40 ANTENNA
MOUNTING PIPE 8'-6"
MINIMUM LENGTH (TYP)
NEW REMOTE
RADIO UNIT
(RRU), PER
PLAN
NOTES:
1. FOR POLE DIAMETERS FROM 6" TO
15", ALCATEL-LUCENT CAN SUPPLY
A PAIR OF POLE MOUNTING METAL
BANDS WITH BOLTING WELDMENT.
VARIES W/ ANTENNA TYPE
MOUNTING BRACKET & HARDWARE
BY ANTENNA MANUFACTURER
2 3/8"Ø MIN. SCH 40 PIPE, VERIFY
LENGTH W/ ANTENNA
REQUIREMENTS
PANEL ANTENNA, VERIFY TYPE
W/MANUFACTURER PRIOR TO
STARTING CONSTRUCTION
8NOT USED
9NOT USED
6NOT USED7NOT USED
5HYBRIFLEX CABLE 1-1/4"Ø SINGLE MODE FIBER
[μm]
POWER WIRE
CROSS SECTION
CABLE TYPE:
STRUCTURE
FIRE PERFORMANCE:
LENGTH:
[MM (IN)]
HYBRIFLEX LOW INDUCTANCE
FLAME RETARDANT
36.57 (120)
OUTER DIAMETER NOMINAL
MECHANICAL SPECIFICATIONS
MINIMUM BENDING RADIUS, SINGLE BEND:
[KG/M (LB/FT)]
39 (1.54)
2.52 (1.7)
[MM (IN)] 152 (6)
1/1.2 (3.25/4)
MINIMUM BENDING RADIUS, MULTI BENDS:
RECOMMENDED/MAXIMUM CLAMP SPACING
NUMBER OF DC PAIRS
DC POWER CABLE SPECIFICATIONS
[Ω/KM (Ω/KFT)]
[MM² (AWG)]
6
13.3 (6)
PVC/NYLON
9.3 (0.365)
FOR USE IN TYPE RHC PER UL
2882, PVC/NYLON,
RoHS/REACH COMPLIANT
SIZE: 1-1/4"
[M (FT)]
CABLE WEIGHT:
[MM (IN)] 254 (10)
[M (FT)]
MAXIMUM DC-RESISTANCE POWER CABLE 1.4 (0.42)
CROSS SECTION OF POWER CABLE
DC WIRE JACKET MATERIAL
DC CABLE DIAMETER
DC CABLE JACKET
[MM (IN)]
PVC/NYLON
DC STANDARDS (MEETS OR EXCEEDS)
BREAK-OUT LENGTH [MM (IN)]812.8
DC CABLE SEALING METHOD SEMI-RIGID FLAME-RETARDEND
POLYOLEFIN, WITH HOT MELT
ADHESIVE
ALARM WIRE 18 (9 STANDARD PAIRS),
0.8 MM2 (18), 6AWG
UV-PROTECTION INDIVDUAL AND
EXTERNAL JACKET
CABLE JACKET
YES
ARMOR SPECIFICATION
CORRUGATED ALUMINUMARMOR TYPE
MAXIMUM DC-RESISTANCE OF ARMOR [Ω/KM (Ω/KFT)] 0.9 (0.27)
DIAMETER CORRUGATED ARMOR [MM (IN)] 36 (1.42)
F/O CABLE SPECIFICATIONS
F/O CABLE TYPE SINGLE-MODE
NUMBER OF F/O PAIRS
CORE/CLAD
12
9/125
SECONDARY PROTECTION NOMINAL [μm (IN)]900 (0.035)
SINGLE BENDING RADIOUS 137 (5.4)[MM (IN)]
F/O STANDARDS (MEETS OR EXCEEDS)UL LISTED TYPE OFNR (UK1666),
RoHS COMPLIANT
OPTICAL LOSS [dB (KM)]0.5 @ 1310 NM
0.5 @ 1550 NM
0.4
FIBER TERMINATION END 1 DLC CONNECTORS
FIBER TERMINATION END 2 DLC CONNECTORS
FO BREAK-OUT LEGNTH
CABLE SEALING METHOD
939.8 ±50.8 (37 ±2)[MM (IN)]
SEMI-RIGID FLAME-RETARDED
POLYOLEFIN, WITH HOT MELT
ADHESIVE
TESTING AND ENVIRONMENTAL
STORAGE TEMPERATURE [°C (°F)] -40 TO 70 (-40 TO 158)
OPERATION TEMPERATURE [°C (°F)] -40 TO 65 (-40 TO 158)
INSTILLATION TEMPERATURE [°C (°F)] -20 TO 65 (-4 TO 149)
JACKET SPECIFICATIONS UL2882 TYPE RHC, UL LISTED
ALARM WIRE STANDARDS (MEETS OR EXCEEDS)UL STANDARD 1063, 1581 VW-1, MTW
OIL AND GASOLINE RES1 SUNRES
(CABLE MEETS UL REQUIREMENTS),
RoHS/REACH COMPLIANT
INSULATION /
OUTER JACKET
DC ELECTRICAL
GROUND WIRE
INSULATION /
INNER (RED)
DC POWER
WIRES
EXP: 12/31/2020
REV
0
DATE DESCRIPTION BY
CHECKED BY:
11/20/18 90% CONSTRUCTION MR
IT IS A VIOLATION OF LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER TO ALTER THIS DOCUMENT
IE25790A
FAMILY HERITAGE CHURCH
78998 MILES AVE.
LA QUINTA, CA 92253
JR
G-1
®
CORPORATE OFFICE:8051 CONGRESS AVE. BOCA RATON, FL33487-1307
LOCAL CA OFFICE:510 GOETZ AVE. SANTA ANA, CA 92707
R
CA40771-T-01
IE790
12/10/18 100% CONSTRUCTION MR1
GROUNDING DETAILS
TYPE SS
TYPE TA
TYPE VB TYPE PH TYPE GR
TYPE PG
TYPE GT TYPE GY TYPE NC
TYPE LJ
TYPE HA TYPE VS TYPE NX1 TYPE ND
TYPE XA
TYPE GR TYPE GL LUG TYPE PC TYPE RR
BOLT GRND.
ROD CLAMP2 HOLE LUG
"U" BOLT PIPE
CLAMP
2 BOLT PARALLEL
SPLICER
1 BOLT PARALLEL
CLAMP
CROSS RUN
CLAMP
CAST "T" SPLICER
UNIVERSAL PIPE
CLAMPS 50H2
UNIVERSAL PIPE
CLAMPS 75/1.25
1 BOLT PARALLEL
CLAMP
STANDARD
GROUNDING KIT (TYP)
(SEE NOTE 7 ON SHEET
G-2)
GROUNDING BAR,
ANDREW PART#
UGBKIT-0424-T
(TINNED). A LOCKBOX
IS REQUIRED AT
GRADE TASSCO PART#
351546. ANTENNA
HEIGHT WILL
DETERMINE NUMBER
OF GROUNDING BARS
AND THEIR LOCATION
ANTENNA CABLE TO
BTS, (TYP)
6 AWG STRANDED
COPPER CONDUCTOR
WITH GREEN, 600V,
THWN-2 INSULATION
COAX JUMPER
REQUIRED PER
MANUFACTURER'S
RECOMMENDATION
OR FOR EASE OF
CONNECTION,
(TYP)
CONNECTOR
WEATHER-
PROOFING KIT
(TYP)
FROM LNA
(WHEN REQUIRED)
2 AWG TINNED,
SOLID COPPER
CONDUCTOR
EXOTHERMIC WELD
TO GROUNDING
BUS
NEW PANEL ANTENNA
(TYP. PER PLAN)
NEW 1/2" COAX SECURED
WITH APPROVED
ATTACHMENTS (TYP)
NEW COAXIAL CABLE
GROUNDING KIT, GROUND TO
EXISTING GROUND BAR(S) AT
ANTENNA LEVEL (TYP)
NEW REMOTE RADIO UNIT
(TYP PER PLAN)
10NOT USED
11NOT USED
12NOT USED
7NOT USED
8NOT USED
9NOT USED
4ANTENNA AND RRU GROUNDING DETAIL
5NOT USED
6NOT USED
1EXOTHERMIC CONNECTION
2MECHANICAL CONNECTION
3ANTENNA GROUNDING BAR
EXP: 12/31/2020