MUP 2012-10490 ANANCE 0
City of La Quihta
Community Development Department
78-495 Calle Tampico
La Quinta, California 92253
(760) 777-7125 FAX: (760) 777-1233
ucl� 1.6282
C"��LICATION FOR MINOR USE PERMIT
OFFICE USE ONLY
CaseNo.UVW
Date Recvd.
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APPROVAL
MINOR USE PERMIT applications are reviewed and approved by the Com]
pursuant to Section 9.2 10.020, of the Zoning Code. The purpose of the review is to
the permit do not have an adverse impact on surrounding properties, residents, or
APPLICANT
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CITY OF L4 QUINTA
(Print)
MAILING ADDRESS hi,Phone No. - L40-5 _GG 60
CITY, STATE, ZIP: ` Fax No.
PROPERTY OWNER (If different):
(Yrmt)
MAILING ADDRESS: l Phone NoA@ -- %5zj�-- 4ok,
CITY, STATE, ZIP: fbL Fax No. C
PROJECT LOCATION:
PROPOSED USE AND/OR CONSTRUCTION (Including operational information):
LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): X10 -i. -r
�-i -L3b� 110 - i Ri - 00
A I Winor Use Permit
SUBMISSION REQ U EM .NT
O Plot Plan, floor plans and elevation plans (as determined by 'Community Development Department staff).
Five (5) sets of plans on -8'/s" x 11"sheet or folded down to S%2" x I 1".
Filing fee.for Minor Use Permit. If filing multiple applications, the most expensive application will be
charged full fee, with remaining related applications discounted 50% for each. This discount does not apply
to Environmental Information form:
NAME OF APPLICANT
(Please Print) I
SIGNATURE OF APPLICANT DATE
NAME OF PROPERTY OWNERIV you 1�
14ease
SIGNATURE OF. PROPERTY OWNER(S)
IF NOT SAME AS APPLICANT: DATE
(Signature provides consent for applicant to use site for proposed activity).
DATE
(Separate written authority by owner to submit application may be provided)
NOTE: FALSE OR NIISLEADING INFORMATION GIVEN IN'THIS APPLICATION SHALL BE .
GROUNDS FOR DENYING APPLICATION.
A I Minor Use Permit
PREPARED 10/16/12, 17:01:37 PAYMENTS DUE INVOICE
CITY OF LA QUINTA PROGRAM PZ821L
PROJECT NUMBER: 12-00000205 MUP 12-1049 THOMAS KETCHAM
FEE DESCRIPTION AMOUNT DUE
---------------------------------------------------------------------------
MINOR USE PERMIT 75.00
TOTAL DUE 75.00
Please present this invoice to the cashier with full payment.
0
r
P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO (760) 777-7000
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101
November 8, 2012
Mr. Thomas Ketcham
Sprint PCS
P.O. Box 8433
Moreno Valley, CA 92553
SUBJECT: MINOR USE PERMIT 2012-1049: 78-136 FRANCIS HACK LANE
IMPROVEMENTS TO EXISTING TELECOMMUNICATION FACILITY
Dear Mr. Ketcham:
The Planning Department has reviewed and approved your request to remove up to
six (6) existing panel antennas and replace them with three (3) newer panel
antennas and equipment cabinets at an existing telecommunication facility, located
at 78-136 Francis Hack Lane. The approval of this application is subject to the
exhibits on file in the Minor Use Permit and the following Findings and Conditions
of Approval:
FINDINGS
1. Consistency with the General Plan: The proposed new antennas and
equipment cabinets at the existing telecommunication facility are
consistent with the goals, objectives and policies of the General Plan, in
that the new antennas will increase the community's ability for quality
access to wireless communication services.
2. Public Welfare: Approval of the new antennas on an existing
telecommunication facility will not create conditions materially detrimental
to the public health, safety and general welfare.
3. The proposed new antennas at the existing telecommunication facility will
minimize adverse visual impacts through the design and placement of the
antennas in the existing antenna array.
4: The proposed new antennas are designed to #unction within the existing
antenna -array, which is at an adequate heigl t to achieve the service
Provider's objectives for coverage within this:portion of the community.
5. The proposed new antennas are necessary to_ irnpr-0ve community access
to wireless services.
CONDITIONS
1. The applicant/property owner agrees to tfend, indemnify, and hold
harmless the City of La Quinta (the "City")-, its agents, officers and
employees from any claim, or litigation arisin0 out of. the City's approval
of this project. This indemnification shalt'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 .all, provisions contained in Conditions of
Approval for Conditional Use Permit 2009-127, -Amd. 1 (CUP 09-127).
4. The, applicant shall repair and replace the existing damaged faux palm
fronds at the top of the tower. The new faux fronds are required to help
screen the existing arrays. and existing and -new, antennae. A minimum of
sixty (60) faux fronds shall be installed at the top of the tower.
5. The applicant is permitted to install -an -additional three. 43) panel antennas
on: the existing antenna arrays on the.: -tower; one panel per array.
Additionally, the applicant is permitted to -place"
place new radio remote -head
(RRH-) antennas on the existing arrays., behind the panel antennas... All
new antennas, shall be painted to match the ^olor on the. array.
6. The applicant is permitted to install additional equipment cabinets within
the facilities enclosure, below the height of the. enclosure wall.
-7. New cables running from the equipment. shelter' tp' the neva antennas shall
be contained .within the existing cable troy, petwegn' the -tower and the -
equipment enclosure. All cables shall be interi€rr of the tower and-: shall :not
be visible from surrounding properties.
8. The applicant shall obtain a . building permit for the . City's building and
Safety Department (760) 777-7012.
Approval of- this Minor Use Permit application:. will-_, not result in conditions
detrimental. .to: public health, safety and general. welfare, nor injurious to _or
incompatible with _other properties. and uses in the vicinity. The City may elect to
add 'Conditions to .this application request to mitigate any problems that arise not
previously addressed herein. -
This decision. may be appealed to the Planning: Comnlission by anyone provided
they submit the necessary paperwork and filing fee of $175:OO.to this; office within
1;5, days.of. approval of this permit.
Should you have any questions please contact me. at (760) 777-7125.
Sincerely,
ERIC CEJ
Assistant4f&er
C: . Greg Butler, Building & Safety Department
Spr`0
int
RIVERSIDE / SAN BERNARDINO MARKET
CALIFORNIA STATE CODE COMPLIANCE
SPRINT PROPOSES THAT ALL WORK AND MATERIALS SHALL BE PERFORMED AND
INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES
AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS
TO BE CONSTRUCTED TO PERMIT WORK NOT CONFIRMING TO THESE CODES.
CALIFORNIA ADMINISTRATIVE CODE (INCL TITLE 24 & 25).
• 2010 CALIFORNIA BUILDING CODE.
• CITY/COUNTY ORDINANCES.
BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA).
• 2010 MECHANICAL CALIFORNIA CODE.
• ANSI/ EIA -222—F LIFE SAFETY CODE NFPA-101.
2010 CALIFORNIA PLUMBING CODE.
• 2010 CALIFORNIA ELECTRICAL CODE.
• 2010 LOCAL BUILDING CODE.
ACCESSIBILITY REQUIREMENTS
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS
REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2010 CALIFORNIA
BUILDING CODE.
DIG ALERT
• UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
DIAL TOLL FREE
1-800-227-2800
AT LEAST TWO DAYS
BEFORE YOU DIG
CODE BLOCK
01
APPROVAL
SIGNATURE
DATE
ENLARGED SITE PLAN
PROJECT
MANAGER
EQUIPMENT PUN
A-3
CONSTRUCTION
MANAGER
A-4
SOUTH ELEVATION
RF ENGINEER
NORTH ELEVATION
A-5
SITE
ACQUISITION
A-6
JUNCTION DETAILS
PLANNING
CONSULTANT
ANTENNA AND RRH DETAILS
A-8
PROPERTY
OWNER
SPRINT
REPRESENTATIVE
SIGNATURE BLOCK
NETWORK VISION MMBTS LAUNCH
FIRE STATION #32
RV54XC488
CROWN SITE: 879934
TM MONOPALM
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SPRINT PROPOSES TO MODIFY ITS EXISTING ANTENNA AND EQUIPMENT IN AN EXISTING
UNMANNED TELECOMMUNICATIONS FACILITY.
• REMOVE (6) (E) CDMA ANTENNAS.
• INSTALL (3) (N) PANEL ANTENNAS.
• INSTALL (6) (N) RRH'S.
• REMOVE ALL (E) CDMA COAX.
• INSTALL (3) (N) FIBER OPTIC CABLE USING EXISTING COAX ROUTE.
• RETROFIT (1) (E) BTS CABINET.
• INSTALL (1) (N) JUNCTION BOX.
• INSTALL FIBER OPTIC TELECOMMUNICATIONS BACKHAUL EQUIPMENT CABINET.
• REMOVE (1) (E) GPS ANTENNA.
• INSTALL (1) (N) CPS ANTENNA.
SCOPE OF WORK
APPLICANT:
SPRINT
310 COMMERCE #200
IRVINE, CALIFORNIA 92602
CONTACT: LORENA FLORES
PHONE: (949) 274-1454
PROPERTY OWNER:
COUNTY OF RIVERSIDE
3133 MISSION INN AVENUE
RIVERSIDE. CALIFORNIA 92606
CONTACT: DON ELLIS
PHONE: (909) 955-4816
PROPERTY INFORMATION:
ZONING CLASSIFICATION: MC MAJOR COMMUNITY FACILITY
CALIFORNIA BUILDING CODE: 2010 EDITION
EXISTING CONSTRUCTION TYPE: TYPE V—B
PROPOSED CONSTRUCTION TYPE: TYPE V—B
EXISTING OCCUPANCY: S-2
PROPOSED OCCUPANCY: S-2
JURISDICTION: CITY OF U QUINTA
EXISTING USE: TELECOMMUNICATIONS
PROPOSED USE: TELECOMMUNICATIONS
LATITUDE: 33.671411' (33' 40' 17.08" N)
LONGITUDE: —116.301369' (116' 18' 4.93" W)
PARCEL NUMBER:
770-184-007 & 770-184-008
LEASE AREA:
NO CHANGE IN EXISTING LEASE AREA
PROJECT SUMMARY
SHEET DESCRIPTION
T-1 TITLE SHEET
T-2 SPECIFICATIONS AND NOTES
T-3 SIGNAGE AND NOTES
A-1
SITE PLAN
A-1.1
ENLARGED SITE PLAN
A-2
EQUIPMENT PUN
A-3
ANTENNA LAYOUT PUN
A-4
SOUTH ELEVATION
A-4.1
NORTH ELEVATION
A-5
EQUIPMENT DETAILS
A-6
JUNCTION DETAILS
A-7
ANTENNA AND RRH DETAILS
A-8
CABLE SPECIFICATIONS
E-1 SINGLE LINE DIAGRAM
E-2 ANTENNA LINE COLOR CODING
AAV -0 SITE PHOTOS
AAV -1 SITE PLAN
AAV -2 DETAILS
SHEET INDEX
PROJECT ARCHITECT
JEFFREY ROME & ASSOCIATES
1 SAN JOAQUIN PLAZA
SUITE 250
NEWPORT BEACH, CALIFORNIA 92660
CONTACT: CINDY AVALOS
PHONE: (949) 760-3929
EMAIL: CINOYAOJRAINC.NET
STRUCTURAL ENGINEER
ZALZAII & ASSOCIATES
WISSAM ZALZALI
PHONE: (949) 609-9559
EMAIL: WZALZALIOZALZAUANDASSOCIATES.COM
CONSTRUCTION MANAGER:
ALCATEL— LUCENT
JOSHUA WATERS
PHONE: (760) 995-0053
EMAIL: JOSHUA.WATERSOALCATEL—LUCENT.COM
PLANNING CONSULTANT
TOM KETCHAM
SHONE: (951) 801-5354
EMAIL: TOMOMYCELLTOWER.US
SITE ACQUISITION MANAGER
ALCATEL—LUCENT
LORENA FLORES
PHONE: (949) 274-1454
EMAIL: LORENA.FLORESOALCATEL—LUCENT.COM
PROJECT MANAGER
NEXIUS SOLUTIONS, INC.
LIZ PETERSON
PHONE: (925) 628-9324
EMAIL: ELIZABETH.PETERSONONEXIUS.COM
RF ENGINEER:
ALCATEL—LUCENT
ZHEN TANG
EMAIL: ZHEN.TANGOALCATEL—LUCENT.COM
TELCO COMPANY:
VERIZON
JOHN RODRIGUEZ
PHONE: (909) 982-1953
EMAIL: JOHN.RODRIGUEZOISC-IMPACT.COM
POWER COMPANY:
SCE CARRIER SOLUTIONS
4900 RIVERGRADE ROAD, BUILDING #2—B 1ST FLOOR
IRWINDALE, CALIFORNIA 91706
CONTACT: ALEXANDRA MARTIN
PHONE: (626) 543-8112
TOWER COMPANY:
CROWN CASTLE
38 EXECUTIVE PARK, SUITE 310
IRVINE, CALIFORNIA 92614
CONTACT: TIFFANY HUGHES
PHONE: (949) 930-4350
PROJECT TEAM
01
THE DRAWING SCALES SHOWN IN THIS SET REPRESENT THE CORRECT SCALE ONLY
WHEN THESE DRAWINGSARE PRINTED IN A 11"X17" OR 22"X34" FORMAT. IF THIS
DRAWING SET IS NOT 11"X17' OR 22"X34", THIS SET IS NOT TO SCALE.
DRAWING SCALE
Sprint
Alcatel -Lucent
NEAUS
�J RA
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
1 San JoaquinPlaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
Fos: (949) 760-3931
lZ JEFFRE L. ROME
Q
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SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
TITLE SHEET
SHEET NUMBER:
T-1
REVISIONS
REV. DATE
DESCRIPTION
INIT.
1 04/20/12
905 CO REVIEW
JJV
2 07/02/12
10071 CO'S
MA
3 08/14/12
REVISED 1005 CO'S
PM
NOT FOR
LABELED
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
lZ JEFFRE L. ROME
Q
Q`
yTF O
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
TITLE SHEET
SHEET NUMBER:
T-1
GENERAL
GUIDELINES
PAINTING NOTES & SPECIFICATIONS
STRUCTURAL SPECIFICATIONS
1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT
20. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER. POWER AND
A. GENERAL
A. GENERAL
7, MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM
A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" ARE
INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN.
TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER.
SPRINT AND THE CITY OR GOVERN N
VE NG AGENCY.
1. ALL PAINT PRODUCT LINE$ SHALL BE SHERWIN WILLIAMS UNLESS
3 08/14/12
C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN
PM
SPECIFICALLY NOTED OTHERWISE.
PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE
CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS
2. THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS
21. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE
NOT FOR
LABELED
FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON
APPROVED BY A TESTING AGENCY.
EXEMPT FROM DISABLED ACCESS REQUIREMENTS.
CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS -BUILT
2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES
THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE,
3. PRIOR THE SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING
CONDITION OF THE SITE. THIS SHALL BE DONE AFTER THE SITE
HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE
PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS.
A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON
8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED
THROUGH REINFORCING STEEL (AS IN WALLS. COLUMNS, CAISSON.
VI
SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL FIELD
CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION,
BUILDING AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE
PROVIDED TO THE SPRINT CONSTRUCTION MANAGER.
3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING SUFFICIENT
PLANS, SECTIONS AND DETAILS.
AND DROP CAPITALS) AGGREGATES.
) 50 AS TO CAUSE SEGREGATION
ELECTRICAL, MECHANICAL AND STRUCTURAL INSTALLATIONS, AS WELL AS
DRYING TIME BETWEEN COATS WITH PROVISIONS AS RECOMMENDED BY
8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE
THAT
USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT THE FREE
WITH THE SPRINT CONSTRUCTION AND CONTRACT DOCUMENTS AN SHALL
22 THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS
MANUFACTURER FOR EXISTING WEATHER CONDITIONS.
OVER GENERAL NOTES AND TYPICAL DETAILS.CONFIRM
UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT.
THAT THE PROJECT CAN BE ACCOMPLISHED AS SHOWN PRIOR TO
PROCEEDING WITH CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR
PERTAINING 70 THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND
SHALL NOT BE USED BY WORKERS. ALL CONSTRUCTION SETS
4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL
9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30
DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SHALL IMMEDIATELY
SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL
MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED.
C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL
DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT
NOTIFY PRIM
5 CONSTRUCTION I
0 MANAGER AND THE ARCHITECT IN WRITING.
ALSO MAINTAIN IN G000 CONDITION, ONE COMPLETE SET OF PLANS
TAKE PRECEDENCE OVER THE SPECIFICATIONS.
REINFORCING BARS SHA T
LL BE STAGGERED WHEREVER POSSIBLE.
1 N THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL INCLUDE THE
WITH REVISIONS,
ALL EWS ONS ADDENDA CHANCE R N
AND CE 0 DER$ 0 THE
5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE
MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS SPECIFICALLY
PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF
THE JOB SUPERINTENDENT.
SPRINT CONSTRUCTION MANAGER.
2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL
10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS. BEAMS. GIRDERS
DIRECTED OTHERWISE. IF A DISCREPANCY EXISTS AND THE PROJECT
MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL CONTRACTORAND
DIMENSIONS NOT SHOWN.
COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS
SHALL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED 70 REPAIR OR
23. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE
MATERIALS ON A DAILEY BASIS, EXCEPT FOR THAT SPECIFIED AS
6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 GRIT
SANDPAPER AND NON -HYDROCARBON WASH. PREPARE GALVANIZED SURFACES
3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY
OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO
FACE OF BAR SHALL BE AS FOLLOWS:
CORRECT ALL PROBLEMS THAT RESULT.
REMAINING THE PROPERTY OF THE BUILDING OR PROPERTY OWNER
BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH SSPC-SP1.
UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE.
4. DRAWINGS SHALL NOT BE SCALED. THESE DRAWINGS ARE INTENDED TO BE
AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING
CTION NOT FULLY SHOWN NOTED SHALL BE
A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3"
DIAGRAMMATIC ONLY. FIGURED DIMENSIONS RAVE PRECEDENCE OVER
THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEANUP UPON
7, FURNISH DROP CLOTHES, SHIELDS, MASKING AND PROTECTIVE METHODS TO
PREVENT
SIMILAR R DETAILS FOR SIMILAR COR
B. CONCRETE IN CONTACT WITH EARTH, FORMED 2"
DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL
SCALE DRAWINGS. CONTRACTOR SHALL CHECK ACCURACY OF ALL
COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM
CLEAN CONDITION AT THE END OF EACH DAY AND VACUUM CLEAN
SPRAY OR DROPPINGS FROM DAMAGING ADJACENT SURFACES AND
FACILITIES.
4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
C. WALL, EXTERIOR FACE 1-1/2"
DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT
CONDITION, FREE FROM PAINT SPOTS. DUST OR SMUDGES OF ANY
TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE
D. WALL, INTERIOR FACE 1"
FABRICATE ANY MATERIALS. OR BEGIN ANY CONSTRUCTION UNTIL THE
NATURE AT COMPLETION OF WORK.
8. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH SUCCEEDING
THE SAFETY OF THE WORK UNTIL IT IS IN IT'S COMPLETED FORM.
E. STRUCTURAL SLABS 3/4"
ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL
FIELD DIMENSIONS.
24. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING
ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO ACHIEVE A COATING
NO THINNER THAN THE DRY FILM THICKNESS INDICATED.
THIS INCLUDES UNDERPINNING EXISTING FOOTINGS WHERE
F. JOISTS 3/4"
PROPERLY OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF
APPUCABLE.
G. BEAMS, GIRDERS & COLUMNS 1-1/2"
S. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER 810 ALL MATERIALS,
NORMAL ACTIVITY.
9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AT A RATE TO
EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE
ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED.
5. SAFETY: THESE STRUCTURAL DRAWINGS REPRESENT THE FINISHED
11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN
WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS.
25. ALL EXPOSED METAL SHALL BE HOT -DIPPED GALVANIZED.
STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT
BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE
6. CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION
26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L.
10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS
INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT
INDICATE THE METHOD OF CONSTRUCTION.
PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR
INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL
MANAGER, THE PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE
CONSIDERED IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF, OR NOT
LISTED OR FIRE MARSHALL APPROVED MATERIALS IF AND WHERE
APPLICABLE TO THIS FACILITY AND PROJECT SITE.
CONSTRUCTION MANAGER, REPAINT AS NECESSARY TO ACHIEVE SURFACES WHICH
6. WATERPROOFING: WATERPROOFING AND DRAINAGE, DETAILS AND
PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE
WITHIN CUSTOMARY TRADE PRACTICE. WORK 15 PERFORMED, R WILL BE
ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE FROM BLEMISHES.
SPECIFICATIONS, ALTHOUGH SOMETIMES SHOWN ON STRUCTURAL
SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS
ASSUMED THAT THERE IS OBJECTION TO ANY DETAIL. DETAILS ARE
27. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF N07
DRAWING ARE OF GENERAL INFORMATION PURPOSES ONLY.
OBTAINED FROM THE STRUCTURAL ENGINEER.
INTENDED TO SHOW THE ENDND RESULT OF THE DESIGN. MINOR
LESS THAN 2-A OR 2-A108C WITHIN 75 FEET TRAVEL DISTANCE TO
B. PAINTING SCOPE
WATERPROOFING AND DRAINAGE ARE SOLELY THE DESIGN
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE
ALL PORTIONS OF THE PROJECT AREA CONSTRUCTION.
RESPONSIBIUTY OF THE ARCHITECT.
12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE SLAB SHALL
INCLUDED AS PART OF THE WORK.
1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW
NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS
28. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC
WITH THE COATING SYSTEM INDICATED.
B. STEEL
OF THE SLAB. CONDUIT SHALL NOT BE EMBEDDED IN A SLAB THAT
7. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY
ARTICLES 250 AND 810,
IS LESS THAN 3-1 /2" THICK, UNLESS SLAB IS LOCALLY THICKENED.
THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE
SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE SPRINT
29. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED
PAINTING SCOPE
1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS
MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE SIX INCHES.
MANAGER AND THE ARCHITECT SO THAT
MODIFICATIONS
MODIFICATIONS CAN BE MAGE BEFORE PROCEEDING WITH THE WORK.
SPACES E SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE
CAULKED OR SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE.
e'r"a'° • "'"'m '""' '•7"
mom,
SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN
ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC.
13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS,
A aMo,
INSERTS, ETC.,SHALL BE WELL SECURED IN POSITION PRIOR TO
B. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE &RADIO EQUIPMENT
30. UPON COMPLETION OF CONSTRUCTION, SPRINT
„ate
2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE
PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR
LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL
CONSTRUCTION MANAGER SHALL CONDUCT A WALK-THRU WITHn,
w wn, mr nr "xo mw, ,nr ms m
NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO
IS ALLOWED.
LOCATIONS WITH SPRINT CONSTRUCTION MANAGER PRIOR TO
PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY OWNER.
TM� �°
ASTM A-325
BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
nem weee eo ,om ,w .nuaxa
14. CURING: SLABS SHALL BE SPRAYED WITH A CURING COMPOUND
COORDINATING HIS WORK WITH ERICSSON RADIO SYSTEMS.
31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL
SYSTEM EQUIPMENT INA CLEAN WORKING ORDER UNTIL
1e ro` eea xi ao,mnwu
3. STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM
IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON
9. ALL SYMBOLS &ABBREVIATIONS USED THE DRAWINGS ARE
ACCEPTANCE OF THE PROJECT BY SPRINT.
'•"LO1E a
A53
CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED
TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE
CONSIDERED CONSTRUCTION STANDARDS. F THE CONTRACTOR HAS
. I
QUESTIONS REGARDING THEIR EXACT MEANING, THE SPRINT
32. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION
C. COATING SYSTEM SPECIFICATIONS
4. STEEL TUBING SHALL BE GRADE "B" CONFORMING TO ASTM A500.
OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY
CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE NOTIFIED FOR
OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS
1. DTM ACRYLIC COATING (SERIES 866) BY SHERWIN WILLIAMS CO. 1MIL OFT PER
MINIMUM PERIOD.
CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK.
SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR5.
REGULATION TAKE PRECEDENCE.
COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER (B66A50).
ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD.
15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS IT IS
10. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS. LICENSES AND
INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE
33. NOTIFY SPRINT PRIOR TO ANY RF OR SITE CONCERNS 1-866-400-6040.
2 1008 ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82) 8Y SHERWIN
ALL WELDERS SHALL BE PROPERLY OUALIFIED AND BE PRE -APPROVED.
SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN
BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT.
THOSE IN THE COST OF THE WORK 70 SPRINT.
WILLIAMS CO. I MIL OFT PER COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER.
SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING
D. TIMBER
11. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY
PAINT &PRIMER
SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS.
1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1
SUBCONTRACTORS OR WORKMEN ARE IN THE SITE AND SHALL SUPERVISE
6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED:
GRADE DOUGLAS FIR., S45, UNLESS NOTED OTHERWISE ON THE
AND DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL
BE SOLELY RESPONSIBLE
ROOFING & WATERPROOFING NOTES
D. ANTENNAS
A. 250 AMP WELDERS.
DRAWINGS.
FOR ALL CONSTRUCTION MEANS, METHODS.
TECHNIQUES. PROCEDURES AND SEQUENCES AND FOR COORDINATING ALL
PRIMER - KEM AQUA E61 -W525
TOPCOAT - COROTHANE II B65W200/860V22
B. ROD OVENS.
C. GRINDERS.
2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2
PORTIONS OF THE WORK UNDER THE CONTRACT.
1.CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF
GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE ON DRAWINGS
12. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE
IS UNDER WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND
ALL NEW ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING
BTS CABINET
PRIMER - KEM AQUA E61 -W525
7. NO BUZZ BOXES SHALL BE USED.
3. STRIPPING, BLOCKING, BACKING AND OTHER NON-STRUCTURAL
TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM
REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION
ROOFING WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID
AS A RESULT OF THIS WORK. IF IT IS DETERMINED THAT THE
TOPCOAT - COROTHANE II B65W200 /B6OV22
8. ALL STRUCTURAL STEEL SHALL MILL CERTIFICATION. MILL
LUMBER SHALL BE NO. 2 OR STD &BTR GRADE DOUGLAS FIR, 545.
PRACTICE:
ARCHITECT'S DETAILING IS INADEQUATE OR IMPROPER OR If ANY OTHER
CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION
2X4 STUD WALLS SHALL BE D.F. STANDARD & BTR.
DISCREPANCY IS FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
COAXIAL JUMPER CABLES
BY THE DESIGN ENGINEER AND THE CITY INSPECTOR.
NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION
THE ARCHITECT AND THE SPRINT PROJECT MANAGER IN
PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM
4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN
O'HARE INTERNATIONAL CENTER
WRITING. ULTIMATELY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25X
9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION.
SIDE UP.
10255 W. HIGGENS ROAD, SURE 600
COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S SPECIFICATIONS.
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE 865W200/86OV2
MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR
ROSEMONT. IL 60018
EXAMINATION BY THE INSPECTOR.
5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A
2. CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR AND
RAW STEEL
SPAN INDEX RATIO 32/16. EDGE NAIL WITH8d AT 6" O.C. UNLESS
SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS
NATIONAL ASSOCIATION
COMPATIBLE WITH EXISTING MATERIALS & CONDITIONS FOR ROOF
PATCHING, NEW PENETRATIONS, ETC.
PRIMER - KEM BOND HS 050WZ4. DMT ACRYLIC PRIMER
10. STEEL THAT HAD BEEN WELDED. CUT OR SCRATCHED IN THE FIELD
NOTED OTHERWISE ON PLANS. FIELD NAIL WITH 8d AT 12" O.C.
4201 LAFAYETTE CENTER DRIVE
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/86OV2
SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT.
CHA7ILLY, VA 22021-1209
3 THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF &BUILDING
GALVANIZED METAL
6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN
ITLP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER
ENV
ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL
BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED.
ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND FINISHES
11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE
HALF OF ALLOWABLE CODE STRESSES UNLESS SPECIFICALLY NOTED
PERPENDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED,
UNLESS NOTED OTHERWISE ON THE PLANS.
820 TRANSFER ROAD
COAT (GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH)
"FULL STRESS" AT END OF WELD SYMBOL.
ST. PAUL, MN 55114-1406
4.IF IT DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR
STAINLESS STEEL
C. CONCRETE
7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL AND
13. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE
MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
RECONSTRUCTING FINISHES AND MATERIALS TO UKE-NEW CONDITION.
PRIMER - DIM WASH PRIMER, 871Y1
SHALL CONFORM TO PS 1-83.
MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY
CONTRACTOR SHALL MAINTAIN THE ORIGINAL COLORS, TEXTURES &
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE 865W200/86OV2
1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE
8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT
OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAKE
FINISHES UNLESS SPECIFICALLY NOTED TO THE CONTRARY OR
FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS:
EXCEED 24% AT THE TIME OF INSTALLATION.
PRECEDENCE.
14. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL
APPROVED BY THE SPRINT CONSTRUCTION MANAGER IN
ADVANCE.
PRE -PRIMED STEEL
TOUCH UP ANY RUST OR UN -PRIMED STEEL WITH KEM BOND HS, SSOWZ4
LOCATION STRENGTH WT. SLUMP ADMIXTURE
9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING
NECESSARY BLOCKING, BACKING, FRAMING, HANGARS OR OTHER SUPPORTS
FOR
5. AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION,
ALUMINUM &COPPER
A. SLAB&FOOTING 3000psi 150pct 4" NONE
CODE. ALL NAILS SHALL BE COMMON WIRE NAILS.
ALL ITEMS REQUIRING THE SAME.
THE CONTRACTOR SHALL PROVIDE ROOFTOP WALK PADS TO ALL NEW
PRIMER -DTM WASH PRIMER, 871 Y1
15. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL NOTICES AND
EQUIPMENT INCLUDING ANTENNAS AND BTS UNITS AND ALONG COAX
CABLE ROUTING. ON CONVENTIONAL ROOFING, THE WALK PADS SHALL
"DUCK
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200 86OV2
/
2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN
10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS
AND/OR NUTS WHERE IN CONTACT WITH WOOD.
SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, REGULATIONS, LAWS
BE BOARDS" AS MANUFACTURED BY APC OR EQUAL. ON
2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT
AND ORDINANCES AS WELL AS STATE DEPARTMENT OF INDUSTRIAL
REGULATIONS AND DIVISION OF INDUSTRIAL, SAFETY (OSHA) REQUIREMENTS.
SPECIAL ROOFING SYSTEMS SUCH AS SINGLE MEMBRANE ROOFS WILL
REQUIRE A SPECIFIC PRODUCT AS NOTED ON PLANS OR A5 REQUIRED
CONCRETE MASONRY
PRIMER -PRO MAR EXTERIOR BLOCK FILLER
BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY
APPROVED BY THE BUILDING DEPT.
71LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG
BY NOTES 1 & 2 ABOVE.
TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH
BOLTS SHALL BE INSTALLED IN PRE -DRILLED HOLES WITH A
16. THE CONTRACTOR SHALL PROTECT THE PROPERTY OWNERS, AND SPRINT
3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PERFORMED
DIAMETER EQUAL TO 75% DIAMETER OF BOLT.
PROPERTY FROM DAMAGE WHICH MAY OCCUR DURING
CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING FINISHES,
CONCRETE STUCCO(EXISTING)
A-100
2 COATS A-100 LATEX HOUSE &TRIM, SHEEN TO MATCH
BARS CONFORMING TO ASTM A615 AS FOLLOWS:
12. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN
CONSTRUCTION. STRUCTURE, LANDSCAPING. CURBS, STAIRS, OR EQUIPMENT,
ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION
PENETRATION AT FIRE RATED ASSEMBLIES
STUCCO
#4 & SMALLER BARS.................GRADE 40
THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY
OF SPRINT, AND THE PROPERTY OWNER'S
PRIMER - PRO MAR MASONRY CONDITONER B -46-W21000
#5 & LARGER BARS ...................GRADE 60
THE SAMSON COMPANY. SUBSTITUTIONS MAY BE MADE WHEN
APPROVED BY THE STRUCTURAL ENGINEER.
REPRESENTATIVE, AT THE EXPENSE OF THE CONTRACTOR.
1. AT THE SPRINT PROJECT MANAGER'S DIRECTION, THE
"HILTI"
TOPCOAT - SUPER PAINT A-80 SERIES A-89 SATIN A-84 GLOSS
ALL BARS AT CAISSON FOOTING... GRADE 60
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR
REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR
CONTRACTOR SHALL PROVIDE HIGH PERFORMANCE FIRE STOP
SYSTEM #FS601 AT ALL FIRE RATED PENETRATIONS INSTALLED PER
MANUFACTURER'S LATEST INSTALLATION SPECIFICATIONS.
WOOD
4. CEMENT: FOUNDATIONS & SLABS: TYPE V, LOW ALKALI,
13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY
OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER
WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR
AFTER THE
PRIMER - A-100 EXTERIOR ALKYD W009D PRIMER Y -24W20
TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM SHEEN TO MATCH
CONFORMING TO ASTM C-150.
PIER/CAISSON FOOTINGS: TYPE V, LOW ALKALI, CONFORMING
OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR
COMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT
2. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE
ADJACENT SURFACES
CEDAR.
UNDER THIS CONTRACT.
CONSTRUCTED SO AS TO MAINTAIN AN EQUAL OR GREATER FIRE RATING.
TO ASTM C-150.
18. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
FIELD CUTS/DAMAGE(PRIOR TO PRIME &PAINT)
5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM
14. ALASKAN YELLOW CEDAR GLUE -LAMINATED BEAMS
A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.) CONFORMING
LOCATE ALL EXISTING UTILITIES. OR CONTACT AN OUTSIDE AGENCY TO
WORK ENVIRONMENT
FIRST & SECOND COAT - CUPRINOL CLEAR WOOD PRESERVATIVE #158-0356
C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE
TO 20F -V12
LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND
TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL
ALL PENETRATIONS INTO FINISHED CLU -LAMS SHALL BE
CAULKED WITH "SIKAFLEX" SEALANT
SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK
B. STRENGTH PROPERTIES:
EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER
I.CONTRACTOR AND CREW SHALL ABIDE BY THE UNITED STATES DEPARTMENT
SHALL BE THE FOLLOWING:
Fb BOTTOM FIBER BENDING STRESS 2000psi MIN.
PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK.
R'
OF LABOR'S OCCUPATIONAL SAFELY AND HEALTH ADMINISTRATION STANDARDS
STEEL TOUCH UP
Fib TOP FIBER BENDING STRESS 1000psi MIN.
19. THE
(OSHA) DESCRIBED IN OSHA'S HANDBOOK OF GUIDELINES.
STEEL THAT HAS BEEN WELDED. CUT OR SCRATCHED IN THE FIELD
A. FOUNDATIONS & SLABS 9" OR LESS: 3/4" GRAVEL
Fv SHEAR STRESS 190psi MIN.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY
OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE
2.CONTRACTOR AND CREW SHALL ABIDE BY SPRINT SAFETY STANDARDS AS
SHALL BE TOUCHED UP WITH COLD GALVANIZED PAINT
B. PIER/CAISSON FOOTING: 1" GRAVEL.
Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN.
E MODULES ELASTICITY 1400ksi MIN.
JOB IS COMPLETED AND ACCEPTED BY SPRINT.
DESCRIBED IN SPRINT'S SAFETY HANDBOOK.
6. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT
C. CAMBER TO RADIUS OF 1600' U.O.N.
OF ACIDS, ALKALIS, ORGANIC MATERIALS AND SHALL BE SUITABLE
D. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE.
FOR HUMAN CONSUMPTION.
E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC.
F. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC
A190.1 AND ASTM 03737.
Sprint
Alcatel -Lucent
NEAUS
�J RA
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
1 Son Joaquin Plaza. Suite 250
Newport Beach, California 92660
Phone: 949 760-3929
To.: 949 760-3931
o ARCy/T
JEFF OME
C-0 0876
XP.
O P, 0
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SPECIFICATIONS
AND NOTES
SHEET NUMBER: m
s
I
T-2 j
I�
REVISIONS
REV. DATE
DESCRIPTION
INIT.
1 04/20/12
90% CD REVIEW
JJV
2 07/02/12
10OX CD'S
MA
3 08/14/12
REVISED 100% CO'S
PM
NOT FOR
LABELED
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
o ARCy/T
JEFF OME
C-0 0876
XP.
O P, 0
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SPECIFICATIONS
AND NOTES
SHEET NUMBER: m
s
I
T-2 j
I�
BATTERY INFORMATION/ NOTES:
MATTERY MFG: EAST PENN MANUFACTURING A. QUANTITIES OF 500 GALLONS OR LESS ARE
EXEMPT PER TABLE 3-E OF THE 1997
MODEL NUMBER: 12AVR-14SL U.B.C.
ELECTROLYTE CONTENT PER BATTERY: 2.17 GALLONS
ELECTROLYTE HAZARD CLASSIFICATION
PER '07 C.F.C. (8.7% SULFURIC ACID)
CORROSIVE
NUMBER OF BATTERIES TO
BE INSTALLED: 20 MAX (20 PER CABINET)
TOTAL ELECTROLYTE CONTAINED
ON SITE (2.17 X 20): 43.4 GALLONS MAX
FIRE DEPARTMENT NOTES:
B. SINGLE VASSEL CAPACITIES OF 10 GALLONS
OR LESS, AND AGGREGATE QUANTITIES NOT
IN EXCESS OF 100 GALLONS ARE EXEMPT
PER ARTICLE 64 OF THE 2007 C.F.C.
C. QUANTITIES LESS THAN 50 GALLONS ARE
EXEMPT FROM C.F.C. ARTICLE 80, AND
SHALL NOT REQUIRE REMIT.
D. ANY CHANGES OR ADDITIONS TO BACK-UP
BATTERIES MUST COMPLY WITH 2007 C.F.C.
ARTICLE 64, AND SHALL NOT CONTAIN
ELECTROLYTE QUANTITIES IN EXCESS OF 50,
1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE INSPECTION 2 DAYS IN ADVANCE.
2. A CFC PERMIT TO OPERATE BATTERY SYSTEMS WITH STATIONARY LEAD -ACID BATTERIES IS NOT REQUIRED
FOR THE QUANTITIES ON SITE.
3. A CFC PERMIT MAY BE REQUIRED FOR THE HAZARDOUS MATERIALS ON SITE,
4. A HAZARDOUS MATERIALS IDENTIFICATION SIGN IS REQUIRED FOR ALL ENTRANCES INTO BATTERY STORAGE
AREAS. LETTERS MUST BE AT LEAST 1" IN HEIGHT AND IN A COLOR WHICH CONTRASTS TO THE
BACKGROUND OF THE SIGN AND LIST THE FOLLOWING:
CLASS 1 WATER REACTIVE LIQUID
TOXIC LIQUID
CORROSIVE LIQUID
OTHER HEALTH HAZARD LIQUID
5. AN APPROVED METHOD TO NEUTRALIZE SUPPLIED ELECTROLYTE SHALL BE PROVIDED IN THE BATTERY
ROOM.
6. BATTERIES SHALL BE PROVIDED WITH SAFETY VENTING CAPS.
7. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE UNIFORM FIRE
CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO APPROVAL OF THE INSPECTOR.
8, STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND
COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH UNIFORM FIRE CODE
REGULATIONS.
9. EXIST DOORS SHALL BE ABLE TO OPEN FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
10. ADDRESS NUMBERS SHALL BE A MINIMUM 6 INCHES HIGH AND PLAINLY VISIBLE FROM ROADWAY BUILDING
IS ADDRESSED ON.
11. REQUIRED SIGNAGE SHALL INCLUDE LETTERING HEIGHT OF AT LEAST ONE INCH, IN A COLOR THAT
CONTRASTS TO THE SIGN BACKGROUND, AND SHALL BE PROMINENTLY DISPLAYED.
12. REQUIRED SIGNAGE SHALL INCLUDE BUT MAY NOT BE LIMITED TO, APPLICABLE TYPES FROM EXAMPLES
SHOWN HEREIN: SEE DETAILS 1, 2, AND 3.
SITE IDENTIFICATION SIGN -AGF
REQUIRED NFPA SIGNAGE
IN CASE OF
EMERGENCY
- CALL -
1-866-400-6040
SITE NUMBER: RV54XC488
SITE NAME: FIRE STATION #32
SITE IDENTIFICATION SIGNAGE 131
i�
=;w
Warning
Corrosive
HAZARDOUS
MATERIAL
STORAGE AREA
HAZARDOUS MATERIAL SIGNAGE 2 I
QCAUTION
A%o
Beyvrld thls {xwint
Radio frequency fields at this site
may exceed FCC rules for human
exposure,
For you, _,e y,ably all posted signt, and
sae guidellnes Tor s 'J ng In radb
frequency envuonmrnts.
A �Pr czinkIAIr_c-
.r ..+rvr or.vL_
Radio frequency Melds beyond
this point may exceed the FCC
general public exposure limit.
Obey all PM10d signs and site guldellnes
Tot working In radb frwquer.�y
environments
AWARNING
Beyond this point:
Radio frequency fields at this site
exceed the FCC rules for human
exposure.
Failu id to obey all postad signs ardi site
gamdeNnes to, wo,kurq m radio hequency
environments could result in morbus injury.
Sprint
Alcatel -Lucent �l
NE),,�.'JUS
�J RA
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
1 San Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949)) 760-3929
Fax: (949) 760-3931
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SIGNAGE AND NOTES
SHEET NUMBER:
i
T-3
I�
REVISIONS
REV.
DATE
DESCRIPTION
INIT.
1
04/20/12
90% CD REVIEW
JJV
2
07/02/12
100% CD's
MA
3
08/14/12
REVISED 100% CD's
PM
NOT FOR
LABELED
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SIGNAGE AND NOTES
SHEET NUMBER:
i
T-3
I�
SITE PLAN GENERAL NOTES
SETBACKS:
FRONT YARD TBD
BACK YARD = TBD
SIDE YARDS = TBD
1. SITE CONTRACTOR TO CALL DIG ALERT (1-800-227-2600) TO LOCATE ANY AND ALL
UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.
2. ALL FACILITIES TO BE INSTALLED ARE UNMANNED. NO EXISTING PARKING SPACES WILL BE
IMPACTED BY THE NEW USE.
3, PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL
INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT PRACTICES NECESSARY,
4. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL SUBMIT A
WATER POLLUTION CONTROL PLAN (WPCP). THE WPCP SHALL BE PREPARED IN ACCORDANCE
WITH THE CITY'S STORM WATER STANDARDS.
5. ALL CLEARWIRE ANTENNAS, COAX AND MICROWAVES TO REMAIN.
STORM WATER QUALITY NOTES CONSTRUCTION BVIP'S
THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE OF CALIFORNIA REGIONAL
WATER QUALITY CONTROL BOARD. -
NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS.
1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION
DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE
SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE
STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH
IN THE INSTALLED CONSTRUCTION BMPS.
2. ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO
BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE
PROVIDED WITH EROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH
DAY WHEN THE PROBABILITY OF RAIN IS %40 OR GREATER.
3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE
CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE
SITE.
4, ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL
TIMES.
5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE
PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES,
6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST
ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT.
0
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SITE PLAN 11x17 SCALE: 1"=120'1 m_
24x36 SCALE: 1 "=60' 1 0 30' 60' 120' 1
Sprint
Alcatel -Lucent
NEAUS
,J RA
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
1 San Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
Fax: (949) 760-3931
RE G A RCII
JEFFRE L. ROME a
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Q�A
A��F O
SITE INFORMATION.
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SITE PLAN
SHEET NUMBER.
A-1
REVISIONS
REV. DATE
DESCRIPTION
INIT.
1 04/20/12
90% CO REVIEW
JJV
2 07/02/12
100% CD'S
MA
3 08/14/12'
REVISED 100% CO'S
I PM
NOT FOR
CONSTRUCTION UNLESS
LABELED
AS CONSTRUCTION SET
RE G A RCII
JEFFRE L. ROME a
P,
Q�A
A��F O
SITE INFORMATION.
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SITE PLAN
SHEET NUMBER.
A-1
EXISTING SPRINT OUTDOOR -
EQUIPMENT AREA: SEE SHEET A-2.
EXISTING CONCRETE SLAB.
PROPOSED (3) HYBRIFLEX 1-1/4"0
CABLES FROM PROPOSED SPRINT
JUNCTION BOX TO ANTENNAS MOUNTED
WITHIN EXISTING MONOPOLE,
0A2 SE�joR
L1gp0 250
PROPOSED SPRINT ANTENNAS TO
REPLACE EXISTING ANTENNAS
MOUNTED TO EXISTING MONOPALM;
SEE SHEET A-3.
NOTES TO CONTRACTOR:
1. REMOVE ALL EXISTING CDMA COAX AND ANTENNAS FROM SITE.
2. NEW ANTENNAS AND HARDWARE TO BE PAINTED TO MATCH EXISTING
BUILDING OR POLE.
3, CONTRACTOR TO SET ELECTRICAL TILT.
NUMBER 7
SECTOR ANTENNA AZIMUTH RAD OF ANTENNA MODEL ELECTRICAL MECHANICAL RRH MODEL FIBER OPTIC FIBER OPTIC JUMPER CABLE
- CENTER ,ANTENNAS TILT - 1 TILT RRH - MODEL LENGTH LENGTH (35') 1
(t5')
1 900 30 65.2' APXVSPPI8-C-A20 0 2 1 HB114-1-08U4= 5J 90 10'
p RRH 1900 4X45 65MHz (1) HYBRIFLEX 1-1 4 0,
2 -- 90' 65.2' APXVSPPI8-C-A20 - 0 - RRH 1900 4X45 65MHz (1) HYBRIFLEX 1-1/4
190_0_ 0 2 HB114-1-08U4-M5J 90 "
3 - 1900 250' 652' 1 APXVSPPI8-C-A20 - RRH 1900 4X45 65MHz (1) HYBRIFLEX 1-1/4"0
0 _- 0 2 H81 14- 1 -0804-M5J 90 -
IMPORTANT NOTE: INSTALLER VERIFY LATEST PLUMBING/WIRING DIAGRAMS, PRIOR TO INSTALLATION.
VERIFY CURRENT RFDS SHEET PRIOR TO BUILD SCALE: 2
NONE
CROWN SITE NOTE
ALL EQUIPMENT ON THE TOWER WILL BE INSTALLED PER THE JURISDICTION
APPROVED ZONING DRAWINGS. ANY DEVIATION FROM THE DRAWINGS WILL
REQUIRE A PLANNING APPROVAL STAMP. ALL EQUIPMENT MUST BE INSTALLED
PER THE SLA - NOT TO EXCEED 8' VERTICAL LEASE AREA.
it
ENLARGED SITE PLAN
SCALE: 1/4"=1'-0"� 1
124X36 SCALE: 1/2"=1'-0"1 0 1' 2' 4' 1 1 1
Sprint
Alcatel -Lucent
NEAUS
_J RA
Jeffrey Rome & Associotes, Inc.
Architecture & Telecommunications
1 San Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: 949 760-3929
Fox: 949 760-3931
ii�E O AR�y/�
JEFFRL. ROME
- 08
XP.
A0 0
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
ENLARGED SITE PLAN
SHEET NUMBER: u
s
REVISIONS
REV.., DATE
DESCRIPTION
WIT.
1 04/20/12
2 07/02/12
3 08/14/12
90% CD REVIEW
100% CO'S
REVISED 1007 CO'S
JJV
MA
PM
NOT FOR
LABELED
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
ii�E O AR�y/�
JEFFRL. ROME
- 08
XP.
A0 0
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
ENLARGED SITE PLAN
SHEET NUMBER: u
s
EQUIPMENT PLAN SYMBOL LEGEND
REVISIONS
EQUIPMENT PLAN SYMBOL LEGEND
REV.
DATE
DESCRIPTION
SPRINT TELCO CABINET.
EXISTING ELECTRICAL PANEL
ni5 RETROFITTED SPRINT BTS CABINET.
0 EXISTING SPRINT TELCO CABINET. EXISTING ELECTRICAL PANELEXISTING
?ai EXISTING SPRINT BATTERY CABINET.
�� EXISTING SPRINT SITE LIGHT.
07/02/12
EXISTING SPRINT BATTERY CABINET.
EXISTING SPRINT SITE LIGHT.
O PROPOSED FIBER AND DC DISTRIBUTION BOX.
Rwe EXISTING SPRINT POWER CABINET.
O EXISTING SPRINT MAIN GROUND BUS BAR.7R
PM
EXISTING SPRINT POWER CABINET.
a EXISTING SPRINT MAIN GROUND BUS BAR.
---- PROPOSED FIBER AND DC CONDUIT.
EXISTING SPRINT PRIMARY BTS CABINET.
E:, 7 EXISTING SPRINT ELECTRICAL METER.
EXISTING SPRINT PRIMARY BTS CABINET.
EXISTING SPRINT ELECTRICAL METER.
NOT FOR
LABELED
EXISTING ELECTRICAL TRANSFORMER.
i0i EXISTING SPRINT GPS ANTENNA.
EXISTING ELECTRICAL TRANSFORMER.
(0) EXISTING SPRINT GPS ANTENNA.
FUTURE BBU CABINET.
—_
23-1"
EXISTING BATTERY CABINET.
RETROFIT EXISTING BTS CABINET WITH
NEW RADIO HARDWARE; SEE DETAIL
5/A-5.
PROPOSED (2) 1-1/2"0 LIQUID TIGHT
-
FLEXIBLE CONDUITS FOR POWER AND
FIBER; SEE SHEET E-1.
PROPOSED SPRINT AAV EQUIPMENT TO
EXISTING MODCELL 4.08 BTS
BE INSTALLED; SEE SHEETS AAV -0,
AAV -1 & AAV -2.
FPBTS
CABINET TO BE RETROFITTEDBAT
NEW RADIO HARDWARE.
BBU
BT5BATWITH
PROPOSED SPRINT JUNCTION BOX,
rM r ��'—�
'_ — — — — — J
-
CONTRACTOR TO FIELD VERIFY LOCATION;
SEE SHEET A-6. TO BE MOUNTED TO
r
- - - I
T"
EXISTING SPRINT GPS ANTENNA
° --��<"-�
_
-
_
J�
PROPOSED H—FRAME; SEE SHEET AAV -2.
TO BE REMOVED AND REPLACED.
VERIFY LOCATION.
I I
r r�
I /
1
PROPOSED SPRINT GPS ANTENNA;
SEE DETAILS 6/A-7 & 7/A-7
I
I
EXISTING BATTERY CABINET TO
REMAIN.
I-7 J
I I (r
EXISTING MGB. CONTRACTOR TO VERIFY
I
I I I
EXISTENCE AND SPACE AVAILABLE. IF
I I
EXISTING MGB.
I I I
1
I<
NEW MGB REQUIRED, INSTALL PER DETAIL
3/A-5.
EXISTING CABLE BRIDGE.
I11K
PROPOSED (3) HYBRIFLEX 1-1/4"0
1 )
JUNCTION RBOX OM T 0 ANTENNASRINT MOUNTED
INSIDE OF MONOPALM; SEE SHEET E-1.
I
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EXISTING EQUIPMENT
PLAN
11X17 SCALE: 1/4"=1'-0"
2
DRnDncED EQUIPMENT
�v JL— �
PLAN
11X17 SCALE: 1/4"=1'-0"
–1' -4'
22X34 SCALE: 1/2"=, -o"
0 , 2 4•
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2X34 SCALE:
1/2"=1'-0"
2'
Sprint
Alcatel -Lucent
NEXUS
,J RA
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
I San Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: 949 760-3929
Fox: 949 760-3931
S��R qRc
2 JEFFRE
L. ROME
E v
01
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
EQUIPMENT PLAN
SHEET NUMBER:
i
A-2
a
REVISIONS
REV.
DATE
DESCRIPTION
INIT.
1
04/20/12
90% CD REVIEW
JJV
2
07/02/12
100% CO'S
MA
3
08/14/12
REVISED 100% CD'S
PM
NOT FOR
LABELED
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
S��R qRc
2 JEFFRE
L. ROME
E v
01
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
EQUIPMENT PLAN
SHEET NUMBER:
i
A-2
a
ANTENNA LAYOUT PLAN NOTES
REVISIONS
REV. DATE
ANTENNA LAYOUT PLAN NOTES
INIT.
1 04/20/12
2 07/02/12
I. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO
CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE
(E) EXISTING ANTENNA
3
1, ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO
CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE
(E) EXISTING ANTENNA
PM
AND RF DESIGN. ANTENNA PIPE MOUNT MODIFICATION MAY BE REQUIRED. (N) PROPOSED ANTENNA
AND RF DESIGN. ANTENNA PIPE MOUNT MODIFICATION MAY BE REQUIRED.
(N) PROPOSED ANTENNA
NOT FOR
LABELED
2. ALL ANTENNAS MUST BE PAINTED AND TEXTURED TO MATCH EXISTING BUILDING OR
POLE.
Qq-
01ID
OSh.
O
v
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II \\ ( ��_ --(� —
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/ /
\ I / 1 / I / I
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BRIDGE (3) OTALCABLES,
SEC OR.
(E) CDMA G-
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\ (N) (2)
i O
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------\�—"
\�
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(E) CDMA ,��
EXISTING (6) SPRINT CDMA SINGLE
_ _v� 1900 MHz
EMPTY RRH
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I•�
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'
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.' (N)MHz 1900 O I O RRH
'
MHz
\
—
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5��& ANTENNA /
— G O
PROPOSED SPRINT 1900 MHz
j
ANTENNA, (1) PER SECTOR,
(3) TOTAL; SEE DETAILS
2/A-7 & 4/A-7.
PROPOSED SPRINT 1900 MHz
RRH; (2) PER SECTOR, (6)
19 ORHMHx� ��
`.\
TOTAL; SEE DETAILS 1/A-7 &
(E) CDMA
3/A-7.
. (E) COMA \
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(N) 1900`
MHz
V O
j-,
ANTENNA
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CROWN SITE NOTE'
NALL
EQUIPMENT ON THE TOWER WILL BE INSTALLED PER THE
N
JURISDICTION APPROVED ZONING DRAWINGS. ANY DEVIATION FROM
I
THE DRAWINGS WILL REQUIRE A PLANNING APPROVAL STAMP. ALL
I
EQUIPMENT MUST BE INSTALLED PER THE SLA — NOT TO EXCEED
8VERTICAL LEASE AREA.
EXISTING ANTENNA
LAYOUT_ PLAN
11X17 SCALE: 1/4"=1'-0"
i
pQnpnS�n A��T`�,�ie i n i peen,
11X17 SCALE: 1/4"=1'-0"
'I
122X34 SCALE: 1/2"=1'-0"1
122X34 SCALE: 1/2"=1'-0"I
—
0 1 2' 4
1 L
A I I
0 1- 2- 4
I I
Sprint
Alcatel-Lucent�
NEXIUS
,J RA
Jeffrey Rome do Associates, Inc.
Architecture & Telecommunications
1 San Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
Fax: 949 760-3931
E 0 ARcy/���
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JE FRE L. ROME
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SITE INFORMATION.
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
ANTENNA LAYOUT PLAN
SHEET NUMBER
nof
A-3
REVISIONS
REV. DATE
DESCRIPTION
INIT.
1 04/20/12
2 07/02/12
90% CO REVIEW
100% CO'S
JJV
MA
3
08/14/12
REVISED 100% CO'S
PM
NOT FOR
LABELED
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
E 0 ARcy/���
Q
JE FRE L. ROME
-0 0876
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SITE INFORMATION.
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
ANTENNA LAYOUT PLAN
SHEET NUMBER
nof
A-3
Sprint
Alcatel -Lucent
NEMUS
.J RA
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
1 San Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
Fax: (949) 760-3931
REVISIONS
REV. DATE
DESCRIPTION WIT.
-
PROPOSED 6'-0" SPRINT 1900 MHz
2 07/02/12
100% CO'S MA
FT
ANTENNA, PAINT AND TEXTURE TO MATCH
NOT FOR
LABELED
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
EXISTING. MOUNTED TO EXISTING MONOPALM
(SECTOR "3" 0 250' AZIMUTH).
TOP OF EXISTING MONOPALM.
TOP OF EXISTING MONOPALM.
PROPOSED W -O" SPRINT 1900 MHz
73.00 A.G.L.
II..
73.00 A.G.L. ..,
ANTENNA, PAINT AND TEXTURE TO MATCH
EXISTING. MOUNTED TO EXISTING MONOPALM
TOP OF EXISTING SPRINT ANTENNAS.,'
.6
1
J✓ -
TOP OF PROPOSED SPRINT ANTENNAS.
(SECTOR "2" 0 190' AZIMUTH).
8.20 A.G.L.
68.2 A.G.L.
PROPOSED 6'-0" SPRINT 1900 MHz
CENTER OF EXISTING SPRINT ANTENNAS.
EXISTING 6'-0" SPRINT ANTENNAS
CENTER. OFSPRINT ANTENNAS.
ANTENNA, PAINT AND TEXTURE TO MATCH
65.20 A.G.L.
_
MOUNTED ON MONOPALM.
_PROPOSED
65,2 A.G.L.
EXISTING. MOUNTED TO EXISTING MONOPALM
"1"
1
- Q
(SECTOR 0 30' AZIMUTH).
PROPOSED SPRINT 1900 MHz RRH, (2)
PER SECTOR, (6) TOTAL.
_
8f=
o
=
ul
^
m n
to N III
m
PROPOSED (3) HYBRIFLEX CABLES
ROUTED INSIDE OF MONOPALM.
_
EXISTING MONOPALM.
�I <- -
!II
EXISTING MONOPALM.
=
m
In
m
—
---
m
m
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_
—"
ul
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Ht
III
EXISTING SPRINT EQUIPMENT
III \
EXISTING SPRINT EQUIPMENT
A
NCLOSURE.
ENCLOSURE.
TOPOF F.S.EW
~
TOP F.. �_,_ E�'
4�4
QA.G.LS
0.00 A.G.L.
O00
CROWN SITE NOTE:
ALL EQUIPMENT ON THE TOWER WILL BE INSTALLED PER THE JURISDICTION APPROVED ZONING
DRAWINGS. ANY DEVIATION FROM THE DRAWINGS WILL REQUIRE A PLANNING APPROVAL STAMP. ALL
EOUIPMENT MUST BE INSTALLED PER THE SLA - NOT TO EXCEED 8' VERTICAL LEASE AREA.
NOTE:
NOTE:
1. RAD -CENTER PER RFDS DATED 05/22/12
1. RAD -CENTER PER RFDS DATED 05/22/12.
EXISTING SOUTH ELEVATION
11x17 SCALE: 1/16"=1'-0"
7
11x17 SCALE: 1/16"=1'-0"
1 0 4' 8' 16
1
cpnonCC n cni ITU M M/ATIMI
L- LJ , 7vv I L L L-9-116- v r-% I LVL1
I 0 4' 8' 16'
I I
12204 SCALE: 1/8"=1'-O"
12204 SCALE: 1/8"=1'-0"
Sprint
Alcatel -Lucent
NEMUS
.J RA
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
1 San Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
Fax: (949) 760-3931
2 JEFFR Yn
L. ROME A
87
CAL�F�Q
SITE INFORMATION:
RV54XC488
FIRE STATION #32
78-136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SOUTH ELEVATION
SHEET NUMBER:
s
A-4
REVISIONS
REV. DATE
DESCRIPTION WIT.
1 04/20/12
90% CD REVIEW JJV
2 07/02/12
100% CO'S MA
FT
NOT FOR
LABELED
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
2 JEFFR Yn
L. ROME A
87
CAL�F�Q
SITE INFORMATION:
RV54XC488
FIRE STATION #32
78-136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SOUTH ELEVATION
SHEET NUMBER:
s
A-4
Sprint
Alcatel -Lucent
NEAUS
,J RA
Jeffrey Rome do Associates, Inc.
Architecture & Telecommunications
I Son Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: 949 760-3929
Fas: 949 760-3931
REVISIONS
REV.
DATE DESCRIPTION INT.
1
04/20/12, 90% CO REVIEW JJV
2
07/02/12 100% CD'S MA
PROPOSED 6'-0" SPRINT 1900 MHz
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
ANTENNA, PAINT AND TEXTURE TO MATCH
EXISTING. MOUNTED TO EXISTING
MONOPALM (SECTOR "1" O 30' AZIMUTH).
1 `TOP OF EXISTING MONOPALM.
1 TOP OF EXISTING MONOPALM.
73.00 A.C.L.
73.00 A.G.L.
I
PROPOSED 6'-0" SPRINT 1900 MHz
ANTENNA, PAINT AND TEXTURE TO MATCH
1 TOP OF EXISTING SPRINT ANTENNAS.
TOP OF PROPOSED SPRINT ANTENNAS.
/
EXISTING. MOUNTED TO EXISTING
68.20 A.G-L.
68.20 A.G.L
MONOPALM (SECTOR "2" • 190' AZIMUTH).
CENTER OF EXISTING SPRINT ANTENNAS. _
1
CENTER OF PROPOSED SPRINT ANTENNAS.
PROPOSED 6*
6520 A.G.L
EXISTING 6'-0" SPRINT ANTENNAS
65.20 AG.L
�'
ANTENNA. PAINTO"ANOR EINT XTUREO TOHMATCH
`
C
MOUNTED ON MONOPALM.
_
` 1
EXISTING. MOUNTED TO EXISTING
"3"
F.
MONOPALM (SECTOR 0 250' AZIMUTH).
PROPOSED SPRINT 1900 MHz RRH, (2)
PER SECTOR, (6) TOTAL.
1�
�
IN
o
I
o
n N
IN
IA
9
_-
Id
EXISTING MONOPALM.
_
PROPOSED (3) HYBRIFLEX CABLES
—
IR
ROUTED INSIDE OF MONOPALM.
_
III
III /
nl
EXISTING MONOPALM.
m
m
IN
_
-
- EXISTING SPRINT EQUIPMENT
ENCLOSURE.
\
EXISTING SPRINT EQUIPMENT
ENCLOSURE.
TOP OF F5
i.TOP OF F.S. fir-
:`
- -- - -
0.00 A.G.L.
CROWN SITE NOTE:
ALL EQUIPMENT ON THE TOWER WILL BE INSTALLED PER THE JURISDICTION APPROVED ZONING
DRAWINGS. ANY DEVIATION FROM THE DRAWINGS WILL REQUIRE A PLANNING APPROVAL STAMP. ALL
EQUIPMENT MUST BE INSTALLED PER THE SLA - NOT TO EXCEED 8' VERTICAL LEASE AREA
NOTE:
NOTE:
1. RAD -CENTER PER RFOS GATED 05/22/12.
1. RAD -CENTER PER RFOS DATED 05/22/12.
EXISTING NORTH ELEVATION
11x17 SCALE: 1/16"=1'-0"
'�
11x17 SCALE: 1 / 16"=1'-0 "
I
-
1 0 4' 8' 16'
1 L
o�nonc�n r.InoTu C'1 C1//1TI/'1A1
1 1\VI llJL-LJ I`IVI\ I I I L_L.L_Vr%I I\"/IV
1 0 4 8' 16'
I I
122x34 SCALE: 1/8"=1'-0"
122x34 SCALE: 1/8"=1'-0"
Sprint
Alcatel -Lucent
NEAUS
,J RA
Jeffrey Rome do Associates, Inc.
Architecture & Telecommunications
I Son Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: 949 760-3929
Fas: 949 760-3931
REVISIONS
REV.
DATE DESCRIPTION INT.
1
04/20/12, 90% CO REVIEW JJV
2
07/02/12 100% CD'S MA
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
L/ / p JCS
tiXN
JEFFR ROME
EX
02 876
9T�0
A\-\�0��
SITE INFORMATION:
RV54XC488
FIRE STATION #32
78-136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
NORTH ELEVATION
Cie
SHEET NUMBER:
Z
A-4.1
Sprint
Alcatel -Lucent
NEXIUS
.J RA
Jeffrey Rome do Associates, Inc.
Architecture h Telecommunications
I San Joaquin Plaza. Suite 250
Newport Beach, Californ 1. 92660
Phone: (949) 760-3929
Fax: 949 760-3931
REVISIONS
REV. DATE DESCRIPTION INIT.
1 04/20/12 90% CD REVIEW JJV
2 07/02/12 100% Co's MA
3 -08/14/12 REVISED 100% CO'S PM
NOTFOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
Q ARC
Q7 JEFFREY .ROME
EX
2 876
N� \\�
c A�\F0
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 9225?
RIVERSIDE COUNTY
SHEET TITLE:
EQUIPMENT DETAILS
uf
SHEET NUMBER.
A-5
l F
- GALVANIZED STEEL. (CONTRACTOR
TO FIELD VERIFY ACTUAL SIZE
D
V
AND LOCATION)
INSULATORS, NEWTON
INSTRUMENT CAT. N0. 3061-4
5/8" LOCKWASHERS,
2'=11 1/2"
\
C B
NEWTON INSTRUMENT CO.
-ti CAT. NO. 3015-8
I
BUS "MGB" IL
GROUND
MASTER L•'
"
- 5/8-11 X 1" HHCS BOLTS,
NEWTON INSTRUMENT CO.
T CAT NO. 3012-1
LSP WALL MOUNTING BRACKET,
NEWTON INSTRUMENT CO.
CAT NO. A-6056
A
N2 DOWN CONDUCTOR GND
- #2 TO MAIN SERVICE GROUND ROD
GROUND BAR (IF REQUIRED)
SCALE:
NONE
BTS CABINET — RETROFITTED
MODEL: ALL 9928
WEIGHT: 1074 LBS (AT FULL CAPACITY)
DIMENSIONS (WxDxH): 35.4'x37.8"05.8"
2'-11 1/2"
- (E) CONDUIT - -
I
b �
- (E) 9928 --
CABINET
ELEVATION A ELEVATION C
NOT USED
SCALE:
^
L
NONE
(N) SPRINT EQUIPMENT CABINET.
- (E) CONDUIT-
(N) (4) 1/2"0 HILTI KWIK BOLT TZ -- -- ,
_
STAINLESS ANCHOR IN CONCRETE. /
SPECIAL INSPECTION REQUIRED (ESR -1917).
o
I
/
(E) 9928. _ _
CABINET
/ / �%: �. / / ; / ,
° \-
3.. 6" 2'-8.
W
ELEVATION D ELEVATION B
(E) CONCRETE SLAB
BTS CABINET
SCALE:
V
NOT I SED
SCALE:
4
EQUIPMENT ANCHORAGE
SCALE:
NONE
NONE
NONE
Sprint
Alcatel -Lucent
NEXIUS
.J RA
Jeffrey Rome do Associates, Inc.
Architecture h Telecommunications
I San Joaquin Plaza. Suite 250
Newport Beach, Californ 1. 92660
Phone: (949) 760-3929
Fax: 949 760-3931
REVISIONS
REV. DATE DESCRIPTION INIT.
1 04/20/12 90% CD REVIEW JJV
2 07/02/12 100% Co's MA
3 -08/14/12 REVISED 100% CO'S PM
NOTFOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
Q ARC
Q7 JEFFREY .ROME
EX
2 876
N� \\�
c A�\F0
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA, CALIFORNIA 9225?
RIVERSIDE COUNTY
SHEET TITLE:
EQUIPMENT DETAILS
uf
SHEET NUMBER.
A-5
l F
1P Y-111 3/$"
PADLOCK MOU NT
1'-1 1/4e
3'$ 3/16" Top VIEW
mecNavc:u � � 6 L9/16"GROUND LUG T
FRONT VIEW
SIDE VIEW
BOTTOM VTi
FRONT VIEW wrrH DOOFH
RENIO VED TO SHCJW
DETAIL
SIDE VIEW CUT AWAY
TO SHOW FIBER.
SULIKHEAD DETAIL
DISTRIBUTION BOX DETAIL
I-1 SCALE: 1:3c
EX ISTING OR
NEW H -FRAME
I.1
0
1-1
I 1
0
�B€
To Tower
I To BGR
FRONT VIEW wtrH DOOR
RENICIVED TO SHOW DETAIL
DISTRIBUTION BOX INSTALL
COMPLETE VIEW
Sector and Cable Color Code
Frequency Color Code (Sprint/
Scenario Specific)
RFS Color Code
Each sector has separate Hybrif lex cable.
Hybrif lex cable naming as follows:
ALPHA - H F11
BETA - H F21
GAM MA- H F31
HF11-Fiber Pair t -F1) - - - - - - - - - - -
HF11-Fiber Pair 2- F2 - - - - - - - - - -
HF11-Fiber Pair 3 F3 - _ - - _
HF11-Fiber Pair 4 F4 - - - - -
HF11-FierPair 5 F - - - - —_--_
HF21-Fi er Pair 1- F - - - - -
HF21-Fiber Pair 2- F2 - - - - - .
HF21-fiber Pair 3 F3
HF21-Fiber Pair 4- F4 - - - —
HF21-Fiber Pair 5- F5 -
HF t-FiberPairl Ft
HF 1 -Fiber Pair2 F
HF 1 -Fiber Pair 3-(F3
HF 1 -Fiber Pair 4 4
HF331-Fiber Pair 5 175
Sector and Cable Color Code
Frequency Color Code (Sprint/
Scenario Specific)
RFS Color Code
Group A Power
Group A Returns RETURNS
STACKED
Group A Power Input from BTS Cabinet (Battery and Return)
Group B Power Input from BTS Cabinet (Battery and Return
Group B Returns I STA KED
TA:K ED
Group B Power
DC CONNECTIONS DETAIL
I-1 SCALE: N.T.S.
Upper
Block
NOT USED
REAR of Distribution Box
NOTES:
- Distribution Box is kitted with 50' of t 1/2" Liquid -
tight conduit and connectors. This should be-
• split in half (25' per),
• terminated to the Distribution Box as
shown,
• ran to and coiled as close to where the
cabinet is going to be mounted as
possible.
- Distribution Box is kitted with 2AWG, power
cable 35'X zea. Runs red and zea. Runs black. This
should be coiled and left inside Distribution Box.
BTS installation team will terminate Liquid -tight,
run the fiber jumpers and power cables from BTS
Cabinet to Distribution Box.
oft NOTES
-1 SCALE: N.A.
Sprint'
Alcatel -Lucent Q
NEXIUS
,J RA
Jeffrey Rome do Associates, Inc.
Architecture @ Telecommunications
1 San JoaquinPloza, Suite 250
Newport Beach, Califarn a 92660
Phone: (g49) 760-3929
Fox: (949) 760-3931
�,.E C q Ncy/
2� JEFF C?{
EX . - 2 876
A LIF O
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
JUNCTION BOX DETAIL
SHEET NUMBER
F_ z
A-6
I :12�a
REVISIONS
REV.
DATE
DESCRIPTION
INIT,
1
2
04/20/12
07/02/12
90% CD REVIEW
IOOX CD's
JJV
MA
3
08/14/12
REVISED 10OX CD's
RM
NOT FOR
LABELED
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
�,.E C q Ncy/
2� JEFF C?{
EX . - 2 876
A LIF O
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
JUNCTION BOX DETAIL
SHEET NUMBER
F_ z
A-6
I :12�a
Sprint '000;'
NEAUS
J RA
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
I Son Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
Fax: (949) 760-3931
REVISIONS
REV. DATE DESCRIPTION INIT,
1 04/20/12 90% CO REVIEW JJV
2 07/02/12 100% CD'S MA
3 08/14/12 REVISED 100% CD'S PM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
2 JEFFRd;, ��
CALIF��
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA. CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE.
ANTENNA AND RRH DETAILS
SHEET NUMBER
i
A-7 o
1900 DUAL APXVSPPI8-C-A20
ANTENNA COLOR: LIGHT GREY RAL
SIDE VIEW
FRONT VIEW
REAR VIEW
DIMENSIONS, HzWvD�. 72" X 11.8" X 7""
WEIGHT: 57 LBS
-
(N) PANEL ANTENNA;
SEE DETAIL 4/A-7.
(N) GPS ANTENNA.
CONNECTOR: (6) 7/16 DIN FEMALE
i'- -
(N) DOWNTILT ANTENNA
MOUNTING BRACKET &
- -
-HARDWARE
\
BY ANTENNA
MANUFACTURER.
(N) STANDARD 1-1/4' PIPE. -
-
—
_.(E) CROSSARM.
(N) MOUNTING BRACKET.
"°
'
-(E)
2" e PIPE.
-- -
(N) 3"0x6' -O" LONG GALVANIZED
I
STD. PIPE TO REPLACE (E).
ELEVATION
^\
.i...
(N) ANTENNA MOUNTING KIT
BY ANTENNA MANUFACTURER.
8" 7'
<
(N) JUMPER CABLE.
> --._
GPS
ANTENNA
SCALE:
NONE
6
1900 MHz ANTENNA
SCALE:
/I
4
1900
MHz ANTENNA
MOUNT DETAIL
NONE
NONE
L
1900 MHz RRH
MANUFACTURER: ALU
SIDE VIEW
FRONT VIEW
REAR VIEW
MODEL: RRH 1900 4X45 65MHz
WEIGHT: TBD
TOP VIEW
MINIMUM OF 75% OR
270' IN ANY DIRECTION
GPS
r I
-
-
(N) 3"0 X 2'-6" LONG
GALVANIZED STD. PIPE.
r
/
\
GPS - OBSTRUCTIONS MUST
BE BELOW 15'
(E) CROSSARM. ATTACH (N)
PIPE WITH A PIPE TO PIPE
ATTACHMENT. WHEN OCCURS.
r
1
-*}- --
- (N) 1900 MHZ RRH; SEE DETAIL
/
3/A-7.
SIDE VIEW
FRONT VIEW
NOTES:
1. ALL STEEL
TO BE HOT DIPPED GALVANIZED.
GPS
ANTENNA
SCALE:
1 gnn KANz RRH
SCALE:
4 nrlinz7vv
l_ F\oLJ Iw -TAIL
SCALE:
NUNt
NONE
NONE
LJ
�
I I -4I U
1 MVV MfIL f\I\I 1 IVIVVIV I LJLI/'11L
m
Sprint '000;'
NEAUS
J RA
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
I Son Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
Fax: (949) 760-3931
REVISIONS
REV. DATE DESCRIPTION INIT,
1 04/20/12 90% CO REVIEW JJV
2 07/02/12 100% CD'S MA
3 08/14/12 REVISED 100% CD'S PM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
2 JEFFRd;, ��
CALIF��
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA. CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE.
ANTENNA AND RRH DETAILS
SHEET NUMBER
i
A-7 o
Sprint
Alcatel -Lucent
NEAUS
,J RA
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
1Son Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
Fax: (949) 760-3931
Product Data Sheet H11311 14-11-0811-114-M5,1
REVISIONS
REV.
DATE
HYBRIFLEXTM RRH Hybrid Feeder Cabling Solution, 1-1/4", Multi -Mode Fiber
INIT,
1
2
3
04/20/12
07/02/12
08/14/12
90% CO REVIEW
100% CD's
REVISED 100% CD's
Product Description
RFS' HYBRIFLEX Remote Radio Head (RRH) hybrid feeder cabling solution combines
optical fiber and DC power for RRHs in a single lightweight aluminum corrugated
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
cable, making it the world's most innovative solution for RRH deployments.
It was developed to reduce installation complexity and costs at Cellular sites. HYBRIFLEX
allows mobile operators deploying an RRH architecture to standardize the RRH
installation process and eliminate the need for and cost of cable grounding. HYBRIFLEX
combines optical fiber (multi -mode or single -mode) and power in a single corrugated
cable. It eliminates the need for junction boxes and can connect multiple RRHS with a
single feeder. Standard RFS CELLFLEX0 accessories can be used with HYBRIFLEX cable.
Both pre-connectorized and on-site options are available.
• Aluminum corrugated armor with outstanding bending characteristics - minimizes
installation time and enables mechanical protection and shielding
• Outer conductor grounding - Eliminates typical grounding requirements and saves on
installation costs
• Lightweight solution and compact design - Decreases tower loading
'
• Robust cabling - Eliminates need for expensive cable trays and ducts
• Installation of tight bundled fiber optic cable pairs directly to the RRH - Reduces CAPEX
and wired load by eliminating need for interconnection
• Optical fiber and power cables housed in single corrugated cable - Saves CAPEX by
standardizing RRH cable installation and reducing installation requirements
• Outdoor polyethylene jacket - Ensures long-lasting cable protection
Technical
Figure 1: HYBRIFLEX Series
Specifications
Structure
NOT USED
SCALE:
^
NONE
Conductor Armor. C°rruga[ed Aluminum Imm (in)1 36.0 (1.421 Aluminum OC
LOuter
Jacket, Polyethylene, PE [mm ,501 39.0 0.541
W -Protection: IndJndual and External Jacket Yes
Mechankal Properties
Weight, Approximate [kg/m Ob/ft)] 1.61(108)
PE/UV external Jacket Power cable with an
intemai Jacket (PEIIM
Minimum Sending Radius, Single Bending [mm {int] 200 (8)
o
Minimum Bending Radius, Repeated Bending [mm (in)] 500 (20)
C
`
Recommended/Maximurn Clamp Spacing [m (ft)] 1.0 /1.2 (3.25 /4.0)
P
Electrical Properties
°
DC -Resistance Outer Conductor Armor Sbkm (S?/1000ft)! 0.9 0.27
e e
v
DC -Resistance Power Cable, 8.4tnm'(8AWG) [SLkm (SJ/1000ft)] 2.1 (0.64
`
q
Fikw Optic Properties
Version+
Multi -mode
t
J
o
Quantity. Fiber Count 5 pairs
lum] 501125
_
PrimaryCore/Clad
Primary Coating (Acrylate) [pm] 245
245
o
Buffer Diameter, Nominal [um] 900
°
Secondary Protection, Jacket, Nominal [mm (n1] 2.0 (0.08)
Standards (Meets or exceeds) Ut94-V0, IJU666
�' optical cable (pair)
RoHS Compliant
with an internal
R
DC Power CW* Properties
Jacket (MM
Size [mm' (AWG)] 8.4(8)
Quantity, Wire Count 8 (4pairs)
Figure 2: Construction Detail
Type UV protected
Strands )9
Primary Jacket Diameter, Nominal Imm 601 6.1 (014)
Standards (Meets or exceeds) ICEA 5-95-658
°
ICEA T-29-520
UL Type XHHW-2
UL Vw-1
JEEE-383 (1974)
ROHS Compliant
Environment
Installation Temperature I°C (°F)1 -40 to +65 (-40 to 149)
2
Operation Temperature f°C (°F)l -40 to +65 (-40 tol49)
E
6
• This dam m provis l 3rd wgea to charge.
RFS T h e Clear Choice •I 11-11113114-1-08111,1114-M5.11 Rev P3 Print Date: 28.7.2011
Please visit us on the internet at ht4x//www.rfswcldd.eom
Radio, Frequency Systems
HYBRIFLFX
1 1 /4"0 SPFORrATinw;
I
NIf1T I icrn
SNONE
NONE
LJ
Sprint
Alcatel -Lucent
NEAUS
,J RA
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
1Son Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
Fax: (949) 760-3931
SITE INFORMATION'.
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
FEEDER CABLE
SPECIFICATIONS
SHEET NUMBER.
i
A-8
REVISIONS
REV.
DATE
DESCRIPTION
INIT,
1
2
3
04/20/12
07/02/12
08/14/12
90% CO REVIEW
100% CD's
REVISED 100% CD's
JJV
MA
PM
NOT FOR
LABELED
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
SITE INFORMATION'.
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
FEEDER CABLE
SPECIFICATIONS
SHEET NUMBER.
i
A-8
3
(N) JUMPER CABLES. (N) p6 INSULATED GROUND FOR EACH (N) ANTENNA
- ATTACH PER MANUFACTURERS SPECS.
IIII (N) (1) 1900 MHz
IIII ANTENNA PER SECTOR.
IIII
IIII (N) J6 INSULATED GROUND FOR EACH (N) RRH.
IIII ATTACH PER MANUFACTURERS SPECS.
IIII
(2) 1900 RRH'S Iw
III
PER SECTOR.
I (N) SPRINT COAX JUMPERS.
IIII
I - - - (N) (2) 1900 MHz RRH'S.
I
I
I
IIII
(N) HYBRIFLEX CABLE.E ANTENNA GROUND BUS AGB
AT INDIVIDUAL SECTOR - 4"X12"X1/4" SOLID COPPER
I
I
I (E) INSULATED GROUND
I
�I I
E CABLE TRAY MONOPALM. K -- - - (N) HYBRIFLEX CABLE.
I I
I I
I \
_
RIME
GROUND BUS AGB AT BASE NEAR _ _ _ _ _ _ _ _ _ _ _ _
I EQUIPMENT - 4 X12 X1 4 SOLID COPPER PER SECTOR, TYP.
0 (E) 1" FLEX C. 1/2 SOLID BARE TINNED COPPER E — — — — — — —
CAD WELDED TO AGB AND (N) MAIN GROUND ROD I
I \ I I
I
I I I I
I I I
I
I (E) MAIN GROUND ROD. VERIFY TIED TO I I I
I GROUND RING AND MEETS 5 OHMS IKi (N) 1-1/4"e HYBRIFLEX
MG AND
(E) 1' FLEX C. SBARE TINNED COPPER I K CABLES. (1) PER SECTOR.
I CAD WELDED TO MGB AND (N) MAIN GROUND ROD I I I
E MGB MOUNTED NEAR I
EQUIPMENT CABINETS.
I I I
I (E) INSULATED GROUND
I
I
I (N) SPRINT FIBER AND
DC JUNCTION BOX.
I E ELECTRICAL PANEL GROUND BUS
I
I I
(E) TELCO GROUND BUS K --K (N) (2) 1-1/2"0 LIQUID
I I I TIGHT FLEXIBLE CONDUITS.
I
1 (N) y2 INSULATED GROUND OR AS SPECIFIED FOR POWER/ FIBER.
�
BY EQUIPMENT MANUFACTURER. Q
J (E) 02 INSULATED GROUND OR AS SPECIFIED ~
Z
I BY EQUIPMENT MANUFACTURER. w
o_ (E) SPRINT BTS BE RETROFITTED WIITTHN NEW
N OBER RUNS TO TERMINATE AT (E) CABINET. a
0 HARDWARE.
Li
(N) SPRINT �
JUNCTION BOX Z
U) I I
(n
(E) SPRINT x I
EQUIPMENT w L
(E) TELCO FEED, MODIFY
AS REQUIRED.
(E) SPRINT
(E) SPRINT
BBU CABINET - BTS CABINET "-
I jC I
I
MODIFY ASDC NREQUIRED.
GENERAL NOTES: (E) Oc POWER SOURCE
WITH (E) BREAKER, MODIFY
1. SPLICE GROUND CONNECTIONS.
AS REQUIRED.
2. FOLLOW COAXIAL CABLE MANUFACTURES RECOMMENDATIONS (TYPICAL) (E) TELCO SOURCE.
3. ALL INSULATED GROUND WIRES TO BE STRANDED, AWG WIRE UNLESS NOTED OTHERWISE.
4. THIS IS TYPICAL FOR ONE SECTOR OF ANTENNAS. SEE PLANS FOR NUMBER OF SECTORS.
5. NUMBER OF COAX IS DIAGRAMATIC.
6. EXISTING DIPLEXER'S AND EXISTING 7MA'S NOT SHOWN FOR CLARITY.
v
7. FOLLOW SPRINT STANDARD GROUNDING METHOD.
SCALE: SCALE:
COAX & GRnl1NnlNr, SYSTEM SCHFAAATIr '� �`r, / r1Q`Q / �nnv S!"14�LE L!",E liI\f-- vl
NONE L / / NONE
Sprint
Alcatel-Lucent�'
NEXIUS
,J RA
Jeffrey Rome dl: Associates, Inc.
Architecture h Telecommunications
1 San Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
Fax: (949) 760-3931
ARC
Q JEFr=RE
L. ROME
E p
A
A LIF O
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SINGLE LINE DIAGRAMS
SHEET NUMBER
-T.
�-1
REVISIONS
REV. DATE
DESCRIPTION
INIT.
1 04/20/12
2 07/02/12
3 08/14/12
90% CD REVIEW
100% CO'S
REVISED 100% CO'S
JJV
MA
PM
NOT FOR
LABELED
CONSTRUCTION UNLESS
AS CONSTRUCTION SET
ARC
Q JEFr=RE
L. ROME
E p
A
A LIF O
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SINGLE LINE DIAGRAMS
SHEET NUMBER
-T.
�-1
Writ )1110
)II'
REVISIONS
REV.
AWMKA AND CANA
�.•-.•..•
-Sprint
Lvt Reeifmig2a0f 1
..- ...
1
04/20/12
Sprint' •.•...e.l
- - _-- -
COLOR CODINA
1. Appendx A -Coaxial Cable Color Scheme
07/02/12
100% CD'S
t,aRrvrm-9n 31A11
L.a ft•mce-9g3rmh:
(3 SECTORED / MULTIPLE RF CHANNELS)
REVISED 100% CO'S
ASSUMING 8 LINES AND ANTENNAS
All cables shall be ,.`coed at the top and bottom with 2'Colored we, sbehbl tag
Tmk
I l wand Caen cow.
Com
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
Fhgwe 1.1 Coax Cable Color Code Example
,lured tape. or colored heat shrink wb,ng. Colored tape may be oblownedfrom
SECTOR T
t;raybar Electronic U'Vstabdo,edtapecrheatshrmkarepretened. Thetast!mg
SeQor Cable
First Ring ecand Ring
Ihi rd Ring
shall be closestm the end of the cable, and t' space between each ring The cable
1 Alpha
o Ta a
Nor to
color mde shah be applied ,raccordance ro table 1-1 Table 1-1 only sha s 3
sectors but add Tonal ""' are eavry supported by adding the approp'hate number
I
o Tape
No Tape
®� D
M .meed Hogs to the reble color lade
o Tape
No Tape
-
1
White
0Tape
No Tape
ARermerablerolormde�snpphedthefiequerhrymine ,de. [abk h-2,rrus!be
—Poe - Sector 2, Cable 2, Booth¢ Radb e1
-.
1
0 Tape
No Tape
applad f m the speed¢ frequency band in use on a given line A P gap shall separate
the cable cold, malefromthefrequencycolorcotlr Ho
e TheTcologsforthe
freency nide shah be plol nen m each other wth no spaces
qu
1
o Ta a
NO Tape
�•
Examples of the appecaoon of the cable and frequency calor codes are shpvm in
I 1 l-2 2'
o7ape
o Tape
No Tape
No Tape
* L99NIGII j�hr
Q Y
Non, and NYap mlmed tape a mnhmm uof 3 ones around the
orco"erence of the mar, keeping the tape In the sane area as much
2 8e la
No T P
SECTOR 1 �> 1 gNyp .� `�"
a,
SECTOR 2 2 BAND �♦ ®
35 possible
This wll allow the removal wll be faded discolored
Example - Suty 3, Cable 1. 19oomf¢ Raao eh
> 7 `?
iDEN
of tape that or due to.earher
NO Tape
SECTOR 3_-> 3 BAND
SECTOR 4
CUA
No Ta a
SECTOR 5 s> 5 BAD
White Hite
NO Tape
SECTOR 6 => 6 BAND
[] WIMA%
No 7 ape
�-!!fol; 01
No T ape
Example - SeW t . C alder d, 000 mh3 R3do ei
00
No Tape
and 1900th¢ Ratl10 et
QA!{i - 9�6T11 le �V 1e � 9A910 N
No Ta e
�
Moon
ExhulLE • M670R 1, C,119L1 da puman I"
�} 9PiewowrYi,rr,y
�'•�
La R-a--943MQI
White hi to
White
1. COLOR BANG TO BE z' WIDE ON MAIN UNE.
2 Appall 9 - Hybrid Cable Cola SUrme
2. SPACING TO BE 1- BETWEEN BANDS AND 2- BETWEEN LINE AND
TECHNOLOGY BANOS. NO SPACE BETWEEN TECHNOLOGY COLOR BANDS.
Hybndcablewdl bee inadmn.e le de the
ucle
J. COLOR BAND ON JUMPERS 1- WIDE W/ I- SPACE
onain wfli bemarie
previouh settion Themm'trunk"ofehe hybrid cable win NOT bemaridualph the
hybrid
4. START COLOR BANDS 2" BEYOND WEATHERPROOFING.
fee ea code u the b brid cable can contain ell fie
rp est y quenaea ILe iedviduat power
n e
5. START SECTOR COLOR NEXT TO END CONNECTOR
powir owed fiber eabl er will be I ebeled with both the cable AND frequency marking,
See Figure 2-1 u one example The fiber and copper camtt re fu. a repreaentabae
of nee possible—fiStrraion Other fiber and power count combinations arc
c5rx,a!ry.:waa,!.w �„a_tY,..<a-,..:yam na.r.
wamf ,ar em i.o,. <om. •.gym» n.a«,
pas®ble.
Sprint'
Sprint' .. �.
L4 Revuw-9A 3,'x11!
l al Rmenn -9a 3/att ,
L W ftmvor.-9It1Mt':
/r4
3.
Ravi I.I C Ca ' coke Codling Hou hen cu /,,, "'.v.
-
AppendzC -RRU and Combiner Cabling
.n$..1 -r sru.:d cd,!.d 0"k, :ori. z.o,.Fta
Ccmjmper comeceng betweee remote radio—ts, combiners, and a=. .,he
>n—
GR,^.Ra 9MhC1tL9
(X
I—or,w 0 ootur e a color code lab,hbg,eheme These jumpers vn0 use so
(
I
aopn.e weatherproof Isbd on bock eadh near the connector The labrl,ng
ppr
wll be deamuned by hhe CHEM iorallaeev learn Eowch label ,veli umqudp
�Iwe
-
i
rvuurw
-�-
,derma
, denoFy each prmp.fclble
r...r,r
w.
a,r,a
.oe
:.:,—
lvr
>wa.x
mow'
BapRaeo r,
owe
r,.
,.,oxsal
rEIr.NNDLoor
rn+Trr M"N' secwo allo
COLOR COO[
swma
am 111 YEU-OW
1900 h YELLOW
s
x aux'°,"•
1900 � YEunw
�pP.ea.
RpIRYID YELLOW
R!flRVlD rEuow
Rl9ER1/!D YELLOW
R!9 MD YOJ aW WHIIE
.P-' --1 Y, m! M �.tl !m• u..b. eaA'ng_Y! rix..
- -
�ghcraf Sjvwaae.f Ax o>b_Lur n•/o.-u+enr r'I.ix. _
AMTP NKIA I IKIP
r\nl nD rnnr
—
vv LVI\ vVVL
I
Sprint >.
Alcatel -Lucent
NEXIUS
,J RA
Jeffrey Rome do Associates, Inc.
Architecture alk Telecommunications
1 Son Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: 949 760-3929
Fax: 949 760-3931
ERE D ARC
Q JFFFR�, n
g0ME
cn P. 2 876
L1F��
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
ANTENNA LINE p
COLOR CODING r
SHEET NUMBER
z
ca
E-2
:]a
REVISIONS
REV.
DATE
DESCRIPTION
INIT.
1
04/20/12
90% CD REVIEW
JJV
2
07/02/12
100% CD'S
MA
3
08/14/12
REVISED 100% CO'S
PM
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
ERE D ARC
Q JFFFR�, n
g0ME
cn P. 2 876
L1F��
SITE INFORMATION:
RV54XC488
CROWN SITE: 879934
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
ANTENNA LINE p
COLOR CODING r
SHEET NUMBER
z
ca
E-2
:]a
POWER FROM MM -BTS CABINET
EXISTING GROUND BAR
EXISTING POINT OF FEED
(N) CUBE EQUIPMENT LOCATION
VERIZON(N) CONDUIT ROUTING
EXISTING TELCO BOX
Sprint'
NEXIUS
,J RA
Jeffrey Rome dl Associates, Inc.
Architecture & Telecommunications
1 San Joaquin Plaza, Suite 250
Newport Bsach, Colifamia 92660
Phone: (949) 760-3929
Foz: (949) 760-3931
r?�\;�.RE D i ge
JEFFR C�
F O 876
ALIF��
SITE INFORMATION'.
RV54XC488
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SITE PHOTOS
SHEET NUMBER:
i
AAV -0
REVISIONS
REV.
DATE
DESCRIPTION
INIT.
1
05/16/12
90% ISSUED REVIEW
IB
2
06/01/12
100% FOR APPROVAL
18
AU
APPROVED
ON
00/01/12
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
r?�\;�.RE D i ge
JEFFR C�
F O 876
ALIF��
SITE INFORMATION'.
RV54XC488
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SITE PHOTOS
SHEET NUMBER:
i
AAV -0
�s
(N) Y—OUT FROM (E) 2" —
0 CONDUIT; PROVIDED
BY 5PRINT.
VERIZON POINT OF FEED.— — W
k �
O'
(E) 2" 0 CONDUIT.
Z
r O
o�
--C°
C G
N
FRANCES HACK LANE �
1 1x17 SCALE: 1"=60- SITE KEY 2
24x36 SCALE: 1"=30' 0 15' 30' 60'
(N) 1/2" DIA. EMT CONDUIT WITH (1) #6 AWG GREEN SOLID WIRE FROM (N)
CUBE CABINET TO (E) MGB; APPROXIMATELY 10'-0" CONDUIT RUN.
SPRINT GC TO PROVIDE AND INSTALL (1) 1/2" DIA. EMT CONDUIT FROM THE
MM—BTS CABINET TO (N) CUBE CABINET, (1) 5 AMP —48 VOC CIRCUIT ON
TYCO MATE—N—LOK CONNECTOR USING #6 AWC THHN STRANDED CONDUCTORS,
BLACK AND RED COLORED; APPROXIMATELY 10'-0" CONDUIT RUN.
(N) CUBE CABINET MOUNTED ON (N) H—FRAME; SEE SHEET A-2. --
(N) 1" DIA. EMT CONDUIT WITH MULE TAPE FROM (N) CUBE CABINET TO --
MM—BTS CABINET; APPROXIMATELY 10'-0" CONDUIT RUN.
SPRINT GC TO PROVIDE AND INSTALL (N) (1) 3/4" DIA. EMT CONDUIT WITH
MULE TAPE FROM (N) Y—OUT OF (E) 2" 0 CONDUIT TO (N) CUBE CABINET
LOCATION; APPROXIMATELY 5'-0" CONDUIT RUN.
SPRINT TO ROD AND ROPE WITH 1" DIA. NON—CORRUGATED INNERDUCT TO
PROVIDE A PATH FOR VERIZON FROM HOP TO THE (N) CUBE CABINET.
VERIZON TO PLACE FIBER FROM (E) UTILITY POLE #1200570 LOCATED
SOUTHWEST OF (E) LEASE AREA THROUGH (E) 2" 0 CONDUIT TO (E) TELCO
CABINET; APPROXIMATELY 35'-0" THROUGH (E) 2" 0 CONDUIT TO THE (N)
Y—OUT OF (E) 2" 0 CONDUIT TO (N) CUBE CABINET LOCATION; TOTAL
APPROXIMATE FIBER RUN 55'-0".
----------------- -------------
----------------------------------
111X17
-_-_____---_11X17 SCALE: 1/4"=1'-0"
AKI 4X36 SCALE: 1/2"=1'-0" 0 1' 2' 4' 1 CITE I�� — I I
Sprint
Alcatel -Lucent
NEXIUS
Jeffrey Rome do Associates, Inc.
Architecture & Telecommunications
1 San Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
Fax: (949) 760-3931
D
Q JEFFR n
C C, ROME
P �S
U7
F ALIF�P
SITE INFORMATION:
RV54XC488
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SITE PLAN
SHEET NUMBER: m
F -AAV-
Y1
I�
REVISIONS
REV.
DATE DESCRIPTION
INIT.
1
2
05/16/12. 90% ISSUED REVIEW
06/01/12 100% FOR APPROVAL
_ IB
I IB
ALU
A PROVED
ON
00/01/12
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
D
Q JEFFR n
C C, ROME
P �S
U7
F ALIF�P
SITE INFORMATION:
RV54XC488
FIRE STATION #32
78136 FRANCES HACK LANE
LA OUINTA, CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
SITE PLAN
SHEET NUMBER: m
F -AAV-
Y1
I�
(N) 3"4 GALVANIZED
STD. PIPE.
1/4
(N) 1/4" PLATE 26. I
STIFFENER (TYP.). i 6 . 5
3.0 11.5
4
o
(N) 24"08"0/2"-
BASE PLATE
1 ^ �
(N) (4) 5/8"0 HILTI KWIK BOLT Ti
12.8
STAINLESS STEEL. -ESR 1917.
w (31.01
SECTION _)
o (33.8) 27.7 0
(N) 1/2"4 GALV "U" BOLT
WITH WASHER & NUT. \ _ 7 j
(N) GALVANIZED PIPE. _j \ L z o
(N) P1000 GALV. `1 , , , 4-1/2 0
UNISTRUT. MIN. 7 5 ® ® o
0 0 0
e IT e
H -FRAME BASE
MOUNTING
PLAN
ALL STEEL TO BE GALVANIZED. FRONT NEW RIGHT SIDE VIEW
11x17 SCALE: NOT TO SCALE H -FRAME MOUNTING 4 11x17 SCALE: NOT TO SCALE CUBE CABINET SPECIFICATIONS 3
24x36 SCALE: NOT TO SCALE 24x36 SCALE: NOT TO SCALE
2.-2.. -- - - - --
MANUFACTURER: CHARLES
MODEL: RL30008
� WN. DIMENSIONS: 27.7"(H) X 26.1 "(W) X 16.5"(D)
ALLOWANCES PLAN WEIGHT: APPROX. 150 LBS. MAX.
� 2'-3" � (N) FIBER H -FRAM E.
MIN. 3•_0•• - T-
-. - I
N) CHARLE
NIIER
MIN. JIB MIN. _1 '� _I� —B(N)
ROADBAND SENCLOSU2AL
E
I RL3000B.
EXISTING OR PROPOSED — —�� — — —
EQUIPMENT CABINET T_ EXISTING OR PROPOSED
- -
EQUIPMENT CABINET
I w
FUTURE HYBRIFLEX
2'• y
(3) WIND L
JUNCTION BOX
MIN. * (BEHIND).
(N) CHARLES UNIVERSAL
BROADBAND ENCLOSURE
RL30008.
- I I
I I
I I
\
NOTE:
ATTERY TRAY
_ _ `
_6 EATER PAD
CENTER EQUIPMENT ON POSTS WHERE POSSIBLE. IF FUSE
DUE TO SPACE CONSTRAINTS, RACK EQUIPMENT MAY
BE SHIFTED AS INDICATED ABOVE. HEAVIEST
EQUIPMENT SHOULD BE INSTALLED CLOSEST TO
SUPPORT POSTS. ELEVATION
11x17 SCALE: NOT TO SCALE 11x17 SCALE: NOT TO SCALE
GI IRE rARINFT H-FRAMF AAI'IIIKITIKIr i rIIRP rAPIKI17T cp9rlr-Ir-ATlnKIc 1
24x.56 SCALL: NO] I O SCALE " L 24x36 SCALE: NOT TO SCALE
Sprint* P
Alcatel -Lucent
NEAUS
Jeffrey Rome & Associates, Inc.
Architecture & Telecommunications
ISon Joaquin Plaza, Suite 250
Newport Beach, California 92660
Phone: (949) 760-3929
F
ax: (949) 760-3931
REVISIONS
REV.DATE DESCRIPTION !NR.
1 05/16/12 90% ISSUED REVIEW IB
2 06/01/12 100% FOR APPROVAL IB
i
U A PROVED ON
00/01/12
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
�EFFREy 0
N C 02 8 ROME -i
�0 A UF -
SITE INFORMATION.
RV54XC488
FIRE STATION #32
78136 FRANCES HACK LANE
LA QUINTA. CALIFORNIA 92253
RIVERSIDE COUNTY
SHEET TITLE:
EQUIPMENT DETAILS
SHEET NUMBER
AAV -2:].