HomeMy WebLinkAboutCUP 2018-0001; AT&T WOMEN'S CENTER; Administrative DeterminationPROPERTY OWNER:
APPLICANT:
ADDRESS:
SITE ADDRESS:
LAT/LONG TYPE:
LATITUDE:
LONGITUDE:
GROUND ELEVATION:
ZONING JURISDICTION:
CURRENT USE:
ASSESSOR'S PARCEL NO.:
SITE INFORMATION
6125 PASEO DEL NORTE LLC
6125 PASEO DEL NORTE, STE 180
CARLSBAD CA 92011
AT&T MOBILITY
5738 PACIFIC CENTER BLVD.
SAN DIEGO, CA 92121
6125 PAESO DEL NORTE
CARLSBAD, CA 92011
NAD-83
33° 7' 3.83" N (33.117731)
-117°19'6.33"W (-117.318425)
±51' (AMSL)
CITY OF CARLSBAD
RESTAURANT/ MANUFACTURING
211-040-38-00
PROPOSED USE: UNMANNED OUTDOOR TELECOMMUNICATIONS EQUIPMENT
OCCUPANCY GROUP: B
STRUCTURE HEIGHT: 39'-6"
STRUCTURE TYPE: COMMERCIAL BUILDING
DO NOT SCALE
DRAWINGS
SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING
DIMENSIONS & FIELD CONDITIONS ON THE JOB SITE & SHALL
IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE
RESPONSIBLE FOR SAME.
CLIENT REPRESENTATIVE:
DEPRATT!, INC.
13948 CALLE BUENO GANAR
JAMUL, CA 91935
CONTACT: CAITLYN KES
EMAIL: ckes@deprattiinc.com
PHONE: (858) 572-9938
PLANNING CONTACT:
DEPRATT!, INC.
13948 CALLE BUENO GANAR
JAMUL, CA 91935
CONTACT: TIM HENION
EMAIL: thenion@deprattiinc.com
PHONE: (503) 519-8591
LEASING CONTACT:
DEPRATT!, INC.
13948 CALLE BUENO GANAR
JAMUL, CA 91935
CONTACT: CATHY LIM
EMAIL: clim@deprattiinc.com
PHONE: (858) 688-0955
PROJECT TEAM
ENGINEER:
M SQUARED WIRELESS
1387 CALLE AVANZADO
SAN CLEMENTE, CA 92673
CONTACT: MICHAEL MONTELLO
PHONE: (949) 391-6824
WWW.msquaredwireless.com
RF ENGINEER:
AT&T MOBILITY
5738 PACIFIC CENTER BLVD.
SAN DIEGO, CA 92121
CONSTRUCTION MANAGER:
BLACK & VEATCH
10089 WILLOW CREEK ROAD, STE. 350
SAN DIEGO, CA 92131
CONTACT: PJ PUTICH, El
EMAIL: PutichPJ@BV.com
PHONE: (216) 965 7809
Call Toll Free
1-800-227-2600
2 Workin~ Days Before You Dig
UNDERGROUf,ID SERVICE ALERT
OF SOUTHERN CALIFORNIA
mobility corp.
FA NUMBER: 14292179 / SITE ID: 5D1850
PACE NUMBER: MRSDL018605
SITE NAME: WOMEN'S CENTER
6125 PAESO DEL NORTE
CARLSBAD, CA 92011
SAN DIEGO COUNTY
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DIRECTIONS
DIRECTIONS FROM AT&T OFFICE (5738 PACIFIC CENTER BLVD., SAN DIEGO, CA 92121):
1. START OUT GOING SOUTHWEST ON PACIFIC CENTER BLVD TOWARD MCKELLAR CT.
2. TURN LEFT ONTO LUSK BLVD.
3. TAKE THE 1ST RIGHT ONTO BARNES CANYON RD.
4. BARNES CANYON RD BECOMES SCRANTON RD.
5. TURN RIGHT ONTO MIRA SORRENTO PL.
6. MERGE ONTO 1-805 N.
7. 1-805 N BECOMES 1-5 N/SAN DIEGO FWY N.
8. TAKE THE PALOMAR AIRPORT ROAD EXIT, EXIT 47.
9. TURN RIGHT ONTO PALOMAR AIRPORT RD/COUNTY HWY-12.
10. TAKE THE 1ST RIGHT ONTO PASEO DEL NORTE.
11. 6125 PASEO DEL NORTE IS ON THE RIGHT.
CODE COMPLIANCE
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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.
• CALIFORNIA ADMINISTRATIVE CODE (INCL TITLE 24 & 25)
• 2016 CALIFORNIA BUILDING CODE
• CITY/COUNTY ORDINANCES
• BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA)
• 2016 CALIFORNIA MECHANICAL CODE
• 2016 CALIFORNIA FIRE CODE
• 2016 CALIFORNIA PLUMBING CODE
• 2016 CALIFORNIA ELECTRICAL CODE
• LOCAL BUILDING CODE
SCOPE OF WORK
AT&T WIRELESS PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATIONS FACILITY. THE SCOPE WILL CONSIST
OF THE FOLLOWING:
• INSTALL (1) PROPOSED 14'-0" X 8'-6" EQUIPMENT PLATFORM ON SECOND FLOOR OF BUILDING
• INSTALL (4) PROPOSED AT&T OUTDOOR CABINETS ON NEW PLATFORM
• INSTALL (1) PROPOSED AT&T DC POWER/BATTERY CABINET ON NEW PLATFORM
• INSTALL (8) PROPOSED AT&T 6'-0" PANEL ANTENNAS @BUILDING ROOFTOP
• INSTALL (4) PROPOSED AT&T 4'-0" PANEL ANTENNAS @ BUILDING ROOFTOP
• INSTALL (24) PROPOSED AT&T RRUS@ BUILDING ROOFTOP
• INSTALL (1) PROPOSED AT&T INTERSECT BOX@ GROUND LEVEL
• INSTALL (1) AT&T POWER METER@ GROUND LEVEL
• INSTALL (1) AT&T AC ELECTRICAL PANEL@ EQUIPMENT LEVEL
• INSTALL (1) AT&T DISCONNECT SWITCH@ EQUIPMENT LEVEL
• INSTALL (1) AT&T CIENA FIBER BOX@ EQUIPMENT LEVEL
• INSTALL (3) PROPOSED AT&T DC-12 SURGE SUPPRESSORS@ EQUIPMENT LEVEL
• INSTALL (1) PROPOSED AT&T FRP SCREEN ENCLOSURES@ BUILDING ROOFTOP
• INSTALL (3) PROPOSED DC-6 "FLAT" SURGE SUPPRESSOR @ANTENNA LEVEL
•
•
INSTALL (1) PROPOSED CABLE TRAY@ ROOF LEVEL
INSTALL (1) PROPOSED ROOFTOP ACCESS HATCH
ZONING DRAWING INDEX
T-1 TITLE SHEET
GN-1 GENERAL NOTES
GN-2 GENERAL NOTES
LS-1 LAND SURVEY
A-1 SITE PLAN
A-1.1 ENLARGED SITE PLAN
A-2 ROOFTOP EQUIPMENT LEVEL
A-3 ROOFTOP ANTENNA LEVEL
A-4 ELEVATIONS
A-5 ELEVATIONS
A-6 SECTIONS
D-1 DETAILS
APPROVALS
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.
AT&T RF ENGINEER: DATE:
AT&T OPERATIONS:
SITE ACQUISITION: DATE:
CONSTRUCTION MANAGER: DATE:
PROPERTY OWNER: DATE:
ZONING: DATE:
PROJECT MANAGER: DATE:
DRAWING SCALE
THESE DRAWINGS ARE SCALED TO FULL SIZE AT 22"x34" AND HALF SIZE AT 11"x17". CONTRACTOR SHALLVERIFY
ALL PLANS AND EXISTING DIMENSIONS AND CONFITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE
DESIGNER I ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL
ORDERS OR BE RESPONSIBLE FOR THE SAME. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE TO
PREVENT STORM WATER POLLUTION DURING CONSTRUCTION.
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at&t
mobility corp.
)eprattinc,
13948 CALLE BUENO GANAR
JAMUL, CA 91935
1381 CALLE AVANZAIH)
SAN CLEMENTE CA 92673 (949) 391-6824
SITE NUMBER: SD1850
FA NU MER: TBD
WOMEN'S CENTER
6125 PAESO DEL NORTE
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REV
CARLSBAD, CA 92011
SAN DIEGO COUNTY
ROOFTOP
07/08/2018
06/18/2018
03/26/2018
03/09/2018
01/23/2018
12/15/2017
11/28/2017
DATE
100% ZD'S REV-DRM
100% ZD'S REV-DRM/SECT
REVISED 100% ZD'S
REVISED 100% ZD'S
100% ZD'S FOR SUBMITTAL
95% ZD'S FOR REVIEW
90% ZD'S FOR REVIEW
DESCRIPTION
CITY OF CARLSBAD
Administrative Permit
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BY
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.
TITLE SHEET
T-1
----~· --------
GENERAL CONSTRUCTION NOTES:
1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY:
GENERAL CONTRACTOR -GENERAL CONTRACTOR
SUBCONTRACTOR -CONTRACTOR (CONSTRUCTION)
OWNER -AT&T
2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT
SPECIFICATIONS.
3. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH
ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR
AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT
DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED
AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE
CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES
AND COMPLY WITH ALL LAT&T, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY REGARDING THE PERFORMANCE OF WORK.
5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY
SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS.
6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE
DRAWINGS.
7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY
UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED.
SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO
FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,
THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE
ARCHITECT /ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOWN DESIGN
INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH
MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ARCHITECT /ENGINEER
PRIOR TO PROCEEDING WITH WORK
8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE
SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER
PRIOR TO PROCEEDING.
10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND
BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK
SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION.
11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER
DISCIPLINES.
12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN
ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID
PLUMB AND TRUE AS INDICATED ON THE DRAWINGS.
13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL
JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS.
14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF
WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL
NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS
PRIOR TO THE BEGINNING CONSTRUCTION.
15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO
COMMENCEMENT OF WORK.
16. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND
STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE
SATISFACTION OF THE OWNER.
17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF
CONSTRUCTION.
18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND
SUBCONTRACTORS TO THE SITE AND/OR BUILDING.
19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF
CONSTRUCTION UNTIL JOB COMPLETION.
20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH
ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.
21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A
RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE
TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION.
22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL
TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS
DIRECTED BY THE ARCHITECT/ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR
WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE
SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL
PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, D) TRENCHING & EXCAVATION.
23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE W!TH THE
EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT
POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE
RESPONSIBLE ARCHITECT/ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL
UTILITIES.
24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,
EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT
EROSION.
25. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION
CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE
FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL.
26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS,
SNOW OR ICE SHALL NOT BE PLACED !N ANY FILL OR EMBANKMENT.
27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT
STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR
DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH
FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION.
28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.
29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER
DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION
AND PRIOR TO PAYMENT.
30. SUBCONTRACTOR SHALL SUBM!T A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR
UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.
31. SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.
32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER
SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED).
33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER
MONTH, BY AT&T TECHNICIANS.
34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED .
35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST
REVISION AT&T MOBILITY GROUNDING STANDARD '1ECHNICAL SPECIFICATION FOR CONSTRUCTION OF
GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A
CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL
GOVERN.
36. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR
CONSTRUCTION. IF SUBCONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL
CONTRACTOR IMMEDIATELY.
37. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS
PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES
PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
39. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND
REQUIREMENTS.
40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
41. NO NOISE, SMOKE, OUST, OR VIBRATIONS WILL RESULT FROM THIS FACILITY. (DISREGARD THIS NOTE IF
THIS SITE HAS A GENERATOR)
42. NO ADDITIONAL PARKING TO BE PROPOSED . EXISTING ACCESS AND PARKING TO REMAIN, UNLESS NOTED
OTHERWISE.
43. NO LANDSCAPING IS PROPOSED AT THIS SITE, UNLESS NOTED OTHERWISE.
ELECTRICAL NOTES:
1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY /ALL ELECTRICAL WORK INDICATED. ANY/ALL
CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF
ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL
NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS,
AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS
DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN.
2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS
AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST
THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF
THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTING OF HIS BID.
FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL
WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM.
3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL
CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION
AND SHALL iNCLUDE BUT NOT BE LIMITED TO:
C -NATIONAL FIRE CODES
A. UL -UNDERWRITERS LABORATORIES
B. NEC -NATIONAL ELECTRICAL CODE
C. NEMA -NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
D. OSHA -OCCUPATIONAL SAFETY AND HEALTH ACT
E. SBC -STANDARD BUILDING CODE
4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF
ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN
NEEDED.
5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN
PERMISSION OF THE OWNER.
6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO
OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT.
7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE
CONTRACTOR SHALL FURNISH AND INSTALL.
8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG
SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS'
CONFIRMATION, ETC ... ANY /ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION
MANAGER, PRIOR TO BEGINNING ANY WORK.
9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE.
ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION.
10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN
WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.
11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.
CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM
AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER.
12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY
SPECIFICATIONS, SET FORTH BY AT&T.
13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS,
WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO
REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER.
14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS
OF CONSTRUCTION.
15. CONTRACTOR SHALL GUARANTEE ANY/ ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF
NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE.
16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL
INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY
HAVE BEEN DAMAGED THEREIN.
17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTiON AGAINST PUBLIC
LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK.
18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR
ALL OUTLETS AS INDICATED.
19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT
AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND
REQUIREMENTS 'EXCAVATION, AND BACKFILLING.
20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE PROPOSED
AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE
REQUIREMENTS OF THE NEC, NEMA AND IECE.
21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY /ALL
LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION
MANAGER PRIOR TO INSTALLATION.
22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL
CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO
THE SATISFACTION OF 7 HE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE.
23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL
ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK
ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE.
25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS
"NO-OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED
COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED -NO SUBSTITUTIONS.
26. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 -1990.
CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO
SEPARATE PULL STRINGS -200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A
MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL.
ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH
'BRITE ZINc' OR 'GOLD GALV'
27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC.
28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 800 VOLT,
COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED
CONDUCTORS FOR WIRE ABOVE NO. 8 AWG.
29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON
CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDER LESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG
AND LARGER.
30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY. OWNER OR
OWNERS AGENT WILL APPLY FOR POWER.
31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON
DRAWINGS.
32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH.
33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND
DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED
ELECTRIC" OR "BURIED TELECOMM".
34. ALL BOLTS SHALL BE STAINLESS STEEL
GROUNDING NOTES:
1. COMPRESSION CONNECTIONS (2), 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO
GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL
EXOTHERMIC WELD.
2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND
LABEL EACH SECTION ("P", "A", "N", "I") WITH 1" HIGH LETTERS.
3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES
WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS
STEEL 3/8 INCH DIAMETER OR LARGER.
4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND
STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.
5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED
ON THE BACK SIDE.
6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA
LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED.
7. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING
TOWER.THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO
MOUNTING THE GROUNDING BAR TO THE TOWER.
8. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL
ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST
EDITION), AND MANUFACTURER.
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13948 CALLE BUENO GANAR
JAMUL, CA 91935
1387 CAI.LE AVANZADCI
SAN CLEMENTE CA 92673 (949) 391-6624
SITE NUMBER: SD1850
FA NUMER: TBD
WOMEN'S CENTER
6125 PAESO DEL NORTE
CARLSBAD, CA 92011
SAN DIEGO COUNTY
ROOFTOP
G 07/08/2018 100% ZD'S REV-ORM BM
F 06/18/2018 100% ZD'S REV-ORM/SECT BM
E 03/26/2018 REVISED 100% ZO'S DAM
0 03/09/2018 REVISED 100% ZD'S JB
C 01/23/2018 100% ZO'S FOR SUBMITTAL "' B 12/15/2017 95% zo's FOR REVIEW "' A 11/28/2017 90% zo·s FOR REVIEW KM
REV DATE DESCRIPTION BY
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.
GENERAL NOTES
GN-1
SITE WORK & DRAINAGE
PART 1 -GENERAL
CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH
GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS.
1.1 REFERENCES:
A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION-CURRENT EDITION).
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).
C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).
1.2 INSPECTION AND TESTING:
A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY
SUBCONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE SUBCONTRACTOR.
B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT
THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE
WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE SUBCONTRACTOR'S
RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT
WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT.
1.3 SITE MAINTENANCE AND PROTECTION:
A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF
THE SUBCONTRACT.
8. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED
TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED
FOR REMOVAL FROM BEING DAMAGED BY THE WORK.
C. KEEP SITE FREE OF ALL PONDING WATER.
D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS.
E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES
NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION.
REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK.
F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER
OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER
ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED.
• PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED
BEFORE INTERRUPTING ANY UTILITY SERVICE.
PART 2 -PRODUCTS
2.1 SUITABLE BACKFILL: ASTM 02321 (CLASS I, II, Ill OR IVA) FREE FROM FROZEN LUMPS,
REFUSE,STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE
THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL.
2.2 NON-POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS Ill, IVA OR IVB) COARSE
AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY
DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL.
2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE
FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR
OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL.
2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95.
FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE REQUIRED.
2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS
OF ASTM 02487 (SE OR SW-SM).
2.6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM 02940.
2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING
REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS
OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS DETERMINED BY THE CONSTRUCT!ON MANAGER. TYPICAL
THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, ML, AND OL.
2.8 GEOTEXTILE FABRIC: MIRAFI 500X OR APPROVED EQUAL.
2.9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY
MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, 6 INCHES WIDE WITH A MINIMUM
THICKNESS OF 0.004 INCH. TAPE SHALL HAVE MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND
MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A
METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED
IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR
SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES.
PART 2 -EXECUTION
3.1 GENERAL:
A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION ANO SEDIMENT CONTROL
MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE
EVENT OF RAIN THE SITE WILL BE DRAINED AT ANY TIME.
B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES,
ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK.
C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS.RUBBISH
AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE
AREA TO BE CLEARED.
1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL
GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR
PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO
LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS
THEREBY EXPOSED.
2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE
DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS.
3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM
CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL.
D. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM
CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED.
E. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO
VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE
AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT
INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY
OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS.
F. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED
AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER.
3.2 BACKFILL:
A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING
EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE
EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE.
1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE
EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.
2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL
MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE
THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL
BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED.
3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED
DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE
MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE
WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR
INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS.
B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY
AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698.
3.3 TRENCH EXCAVATION:
A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS
DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO
PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. EXTEND THE TRENCH WIDTH A MINIMUM OF 6
INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT.
B. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, BACKFILL AT THE
REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND
BACKFILL WITH GRANULAR BEDDING MATERIAL.
3.4 TRENCH BACKFILL:
A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY
REQUIREMENTS.
8. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING.
C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE
ACCEPTANCE TESTING.
D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH
UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO
SPACE AROUND CONDUITS.
E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING.
F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN
8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE.
G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING
UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95%
OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698.
3.5 AGGREGATE ACCESS ROAD:
A. CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD TO THE LINES AND GRADES INDICATED ON
THE DRAWINGS. SCARIFY TO A DEPTH OF 6 INCHES AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES
AND OTHER DEFECTS SHALL BE CORRECTED.
8. THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY
DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 1557.
C. AFTER PREPARATION OF THE SUBGRADE IS COMPLETE THE GEOTEXTILE FABRIC (MIRAFI 500Xi) SHALL BE
INSTALLED TO THE LIMITS INDICATED ON THE DRAWINGS BY ROLLING THE FABRIC OUT LONGITUDINALLY
ALONG THE ROADWAY. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE
ROLL IN A SINGLE OPERATION, ROLLING OUT AS SMOOTHLY AS POSSIBLE.
1. OVERLAPS PARALLEL TO THE ROADWAY WILL BE PERMITTED AT THE CENTERLINE AND AT LOCATIONS
BEYOND THE ROADWAY SURFACE WIDTH (I.E. WITHIN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL
OVERLAPS SHALL BE LOCATED BETWEEN THE CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS
SHALL BE A MINIMUM OF 3 FEET WIDE.
2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE END OF A ROLL SHALL OVERLAP IN
THE DIRECTION OF THE AGGREGATE PLACEMENT (PREVIOUS ROLL ON TOP) AND SHALL HAVE A MINIMUM
LENGTH OF 3 FEET.
3. ALL OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 INCHES LONG TO INSURE
POSITIONING DURING PLACEMENT OF AGGREGATE. PIN LONGITUDINAL SEAMS AT 25 FOOT CENTERS AND
TRANSVERSE SEAMS EVERY 5 FEET.
D. THE AGGREGATE BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4
INCH (COMPACTED) THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE
END-DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED
AGGREGATE. THE FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO
COMPACTION. AT NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE
AGGREGATE, BE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE
FABRIC.
E. THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM
DRY DENSITY AS PROVIDED BY THE PROCTOR TEST, ASTM D 1557 WITH A TAMPING ROLLER, OR WITH A
PNEUMATIC-TIRED ROLLER, OR WITH A VIBRATORY MACHINE OR ANY COMBINATION OF THE ABOVE. THE
TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL OR TANDEM ROLLER.
3.6 FINISH GRADING:
A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN
SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE
COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES.
B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF
FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS.
C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1 /2" -3/ 4" CRUSHED STONE ON
TOP SOIL STABILIZER FABRIC.
D. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO
THEIR ORIGINAL CONDITION.
3.7 ASPHALT PAVING ROAD:
A. DIVISION 600 -KDOT FLEXIBLE PAVEMENT. (UPDATE PER LOCAL DOT)
B. SECTION 403 -MODOT ASPHALT CONCRETE PAVEMENT.
ENVIRONMENTAL NOTES
1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION.
2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF
EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES,
ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL
INSPECTION & RELEASE OF SITE.
3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE
MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION.
4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING
ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE
REQUIRED IN ANY AREAS SUBJECT TO EROSION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT
CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY.
6. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A
MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED.
7. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS
POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE.
8. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED
BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL
LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS
LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW
BALE SEDIMENT BARRIERS, AND CHECK DAMS.
9. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN
QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR
LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER
DELETERIOUS SUBSTANCES
STRUCTURAL CONCRETE NOTES
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-10,
ACI 318-08 AND THE SPECIFICATION FOR CAST-IN-PLACE CONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=2,500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED
UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM
A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES
CLASS "8'' AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE.
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH ......................... 3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER ......................... 2 IN.
#5 AND SMALLER & WWF ......................... 1 -1 /2 IN.
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST
AGAINST THE GROUND:
SLAB AND WALL .......................... 3/4 IN.
BEAMS AND COLUMNS .......................... 1-1 /2 IN.
5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.0. IN ACCORDANCE
WITH ACI 301 SECTION 4.2.4.
6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1 /8" LARGER IN DIAMETER THAN THE
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR
WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO &
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
STRUCTURAL STEEL NOTES
1 . ALL SI EEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF
CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW:
W-SHAPES: ASTM A992, 50 KSI
ANGLES, BARS CHANNELS: ASTM A36, 36 KSI
HSS SECTIONS: ASTM 500, 46 KSI
PIPE SECTIONS: ASTM A53-E, 35 KSI
2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING
SHALL CONFORM TO AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE
MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION".
PAINTED SURFACES SHALL BE TOUCHED UP.
4. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE 3/ 4"¢
CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED
OTHERWISE.
STEEL
5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS
NOTED OTHERWISE.
6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT.
>-z
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~.), .. at&t
mobility corp.
)eprattinc.
13948 CALLE BUENO GANAR
JAMUL, CA 91935
1381 CALLE A1/AllZAIIO
SAi! CLEMENTE CA 92673 (949) 391-6824
SITE NUMBER: SD1850
FA NUMER: TBD
WOMEN'S CENTER
6125 PAESO DEL NORTE
CARLSBAD, CA 92011
SAN DIEGO COUNTY
ROOFTOP
G 07/08/2018 100% zo's REV-DRM BM
F 06/18/2D18 1 OD% zo's REV-DRM/SECT BM
E 03/26/2018 REVISED 10D% ZD'S DAM
D 03/09/2018 REVISED 100% ZD'S JB
C 01/23/2018 1 DD% ZD'S FOR SUBMITTAL AF
B 12/15/2017 95% ZD'S FOR REVIEW Iv
A 11/28/2017 90% zo's FOR REVIEW KM
REV DATE DESCRIPTION BY
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.
GENERAL NOTES
GN-2
\
/
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20 1 0 0 20 40 60 I ~f---1 __ 1--------,1
SCALE: 1 "=20"
LAND SURVEY
-----------,-.-.
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EASEMENT NOTES
~ SAN DIEGO GAS AND ELECTRIC COMPANY PUBLIC UTILITIES, INGRESS AND "-.::1/ EGRESS EASEMENT, RECORDED AUGUST 30, 1977, AS DOCUMENT NO.
77-355979 OF OFFICIAL RECORDS.
"" ~o
;~
~
" ~
PALOMAR AIRPORT RD.
PASE<> llKL NORTE
VICINITY MAP
NO SCALE
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA
COORDINATE SYSTEM (NAD83}, ZONE 5, AS DETERMINED BY G.P.S.
OBSERVATIONS.
BENCH MARK
THE BENCH MARK USED FOR THIS SURVEY IS THE SAN DIEGO COUNlY
DISC NO. OC 47 PER RECORD OF SURVEY NO. 17271 •
ELEVATION 52.729 FEET (NAVD88}.
TITLE REPORT
EASEMENTS REFERENCED HEREON CORRESPOND TO THE CONDmON OF
TITLE GUARANTEE PREPARED BY COMMONWEALTH LAND mLE INSURANCE
COMPANY, GUARANTEE NO. CA-SFXFC-IMP-81G28-1-18-09205886,
DATED DECEMBER 19, 2017.
DATE OF SURVEY
THE SURVEY DATA DEPICTED HEREON WAS OBTAINED ON:
JANUARY 31 , 2018.
SURVEYORS CERTIFICATE
THIS SURVEY WAS PREPARED BY ME, OR UNDER MY DIRECTION
AND IS BASED ON A FIELD SURVEY.
CASEY R. LYNCH, P.LS.
LICENSE NO. LS. 8380
DATE
LEGEND
UTILITIES
SEWER MANHOLE • • • • • @ SMH
SEWER CLEAN OUT • • • • 0 SCO
LANDSCAPING
DECIDUOUS 1REE . • • • !;D
PALM TREE •••.•••• ~
PROPERTY DATA
PROPERTY LINE
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w 1-
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at&t
mobility corp.
)eprattinc.
13948 CALLE BUENO GANAR
JAMUL, CA 91935
1387 CALI.IE A\l'AIIZADO
SAN CLEMENTE CA 92673 (949) 391-6824
SITE NUMBER: SD1850
FA NUMER: TBD
WOMEN'S CENTER
6125 PAESO DEL NORTE
CARLSBAD, CA 92011
SAN DIEGO COUNTY
ROOFTOP
G 07/08/2018 100% ZD'S REV-DRM BM
F 06/18/2018 100% zo·s REV-DRM/SECT BM
E 03/26/2018 REVISED 100% ZD'S DAM
D 03/09/2018 REVISED 100% ZD'S JB
C 01/2.3/2018 100% ZD'S FOR SUBMITTAL AF
B 12/15/2017 95% zo·s FOR REVIEW AF
A 11/28/2017 90% zo·s FOR REVIEW KM
REV DATE DESCRIPTION BY
GUY POLE/WIRE. . • • • • • . • ----{ GUY
UTILITY POLE • • • • • • • • • • --0-UP
1RAFFIC SIGNAL • • • • • • • • • • :¢: TS
S1REET LIGHT • . • . • • • . • • • ¢,--0 SL
ELEC1RIC PULL BOX • . • • . . • o EPB
ELEC1RIC METER • • • • • • • . • 0 EM
ELECTRIC VAULT • • . • • • • • • 0 EV
ELECTRIC TRANSFORMER • • • • • 0 ET
ELEC1RIC CABINET • • • • . • • • 0 EC
ELECTRIC RISER • • • • • • • • • • o ER
OVER-HEAD ELEC1RIC. • • • • • • -OE -
AIR CONDITION UNIT • • • • • • • 0 ACU
RIGHT-OF-WAY •••••
____ ..,.. _______________ __
STORM DRAIN MANHOLE . • • . • @ SDMH
STORM DRAIN CURB INLET. • • • c::;:J SDCI
STORM DRAIN TRENCH DRAIN • • = SDTD
STORM DRAIN CLEAN-OUT • • • • o SDCO
CATCH BASIN. • • • • • • • • • • 0 CB
WATER RISER • • . • • . • • . • • o WR
WATER METER ••••••••••• IQ] WM
WATER SERVICE • • • • . • • • • • o WS
WATER VALVE • • • • • • • • • • ® WV
FIRE HYDRANT . • • • • • • • • • 'O' FH
FIRE SERVICE • • • . • • • • • • • o FS
POST INDICATOR VAL VE • • . . • o PIV
IRRIGATION CON1ROL BOX • • • . o ICB
BACKFLOW PREVENTER • • • . • • ~ BFP
COMMUNICATION PULL BOX • • o CBP
COMMUNICATION LINE •••••.• -COM-
TELEPHONE RISER • • • • • • • • o 1R
TELEPHONE PULL BOX • • • • • • o TBP
TELEPHONE MANHOLE • • • • • • CD TMH
TELEPHONE VAULT . • • . • • • • 0 TV
TELEPHONE LINE • • • . • • . • • -T -
GAS METER • • • • • • • • • • • • o GM
GAS VALVE • • • • • • • • • • • • 1><1 GV
CENTER LINE •.••..• ------t---. r-------------11
LOT LINE • • •.••.•• ---
IMPROVEMENTS
WROUGHT IRON FENCE • • --0------0-
CHAIN LINK FENCE •••. -x-x-
WOOD FENCE ••••.••
-D-0-
WALL ....•...•..
CURB & GUTTER ••••• =====~
BUILDING FOOTPRINT • • • -· <--.<.-"--<-
SIGN ••••••••••.• -c-
ABBREVIATIONS
ELEVATION •.••••••• El
LATITUDE • • • • • • • • • • LAT
LONGITUDE • • • • • • • • • LONG
TOP OF CURB •••.••• TC
CONCRETE •••••.••• C/CONC.
HANDICAP RAMP • • • • • • HCR
CURB INLET . . • • . . • . Cl
UNDERGROUND • • • • • • • U /G
TOP OF WALL • • • • • • • TW
ROOF • • • • • • • • • • • • RF
ROW • • • • • • • • • • • • • R.O. W.
PARKING LOT LIGHT •••. PLL
UNKNOWN CLEANOUT • • • .UCO
UNKNOWN RISER • • • • • • UR
UNKNOWN VAULT •••.•• UVT
1
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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.
LAND SURVEY
LS-1
----------------------·--
\~
\
\
\·.
\
APN: 211-0402-400
\,
\.,
\
\
\
EXISTING TRASH ENCLOSURE ____ ,-
SITE PLAN
/
/
\
\
\
\
\
/
/
\
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~ L (E)
BUILDIN~
\
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\_ EXISTING PARKING LOT\
APN: 211-0403-800
\
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AMSL90.62'
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C::: II 0 ::c: I-l-o ::::, w :ii: in-
c~ w u,
0 II. 0 c::: II.
' '
"' "' ~--PROPOSED AT&T 10'-0" WIDE
ACCESS EASEMENT FROM GATEWAY
ROAD TO AT&T EQUIPMENT AREA
' '
' '
~
/
/
/
PROPOSED AT&T EQUIPMENT AREA ON
LEVEL 2 OF EXISTING BUILDING, FOR
ENLARGED SITE PLAN SEE:
\_(E) DIRT\
LOT \
' '
@
APN: 211-0403-900
PROPOSED CONTRACTORS
STAGING AREA
PROPOSED BMPS
D
D
D
SC-6
SC-8
SC-5
PROPOSED AT&T ANTENNA AREA
WITH FRP ENCLOSURE @ UPPER @
ROOFTOP LEVEL, FOR ENLARGED A-3
SITE PLAN SEE:
' ' ~
' ' ~
NOTES:
1. THE WIRELESS COMMUNICATION FACILITY COMPLIES WITH
FEDERAL STANDARDS FOR RADIO FREQUENCY IN
ACCORDANCE WITH THE TELECOMMUNICATION ACT OF
1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER
REQUIREMENTS IMPOSED BY STATE OR FEDERAL
REGULATORY AGENCIES.
2. NO EXISTING PARKING STALLS ARE BEING ADDED OR
REMOVED AS PART OF THE PROPOSED INSTALLATION.
3. THESE DRAWINGS WERE PRODUCED WITHOUT THE
BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY
LINES, EASEMENTS, SETBACKS, AND EXISTING
CONDITIONS ARE APPROXIMATE AND SHALL BE VERIFIED
PRIOR TO START OF CONSTRUCTION.
DISCLAIMER:
THIS SET OF DRAWINGS WAS PREPARED UTILIZING
INFORMATION OBTAINED FROM PUBLIC DOCUMENTS MADE
AVAILABLE ON THE JURISDICTIONS WEBSITE. M.SQUARED
ENGINEERS CANNOT GUARANTEE THE ACCURACY OF THE DATA
AND INFORMATION DEPICTED ON THE JURISDICTIONS WEBPAGE
AND HEREBY EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR
THE TRUTH, VALIDITY, INVALIDITY, ACCURACY, INACCURACY OF
ANY SAID DATA AND INFORMATION. THE PARCEL LINES ON
MAPS ARE FOR ILLUSTRATION PURPOSES ONLY AND ARE NOT
INTENDED TO BE USED AS A SURVEY PRODUCT. USER ACCEPTS
RESPONSIBILITY FOR THE UNAUTHORIZED USE OR
TRANSMISSION OF ANY SUCH DATA OR INFORMATION IN ITS
ACTUAL OR ALTERED FORM.
LEGEND
PROPERTY LINE -SUBJECT PARCEL
EXISTING SETBACK LINE
PROPOSED LEASE AREA
PROPOSED EASEMENT
--,---,---PROPOSED FENCE LINE
EXISTING ROAD
---OHW----EXISTING OVERHEAD UTILITIES
24"x36" SCALE: 1"
11"x17" SCALE: 1"
EXISTING BUILDING
20'-o"
40'-0"
1 o' ... 20' ;;..
w
40' .,
N
s
1
E
f-z
<( u
_J
CL
CL
<(
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z z ::i
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(!) z w
z
0
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at&t
mobility corp.
)eprattinc.
13948 CALLE BUENO GANAR
JAMUL, CA 91935
138? CALLE AVAl>IZADO
SAN CLEMENTE CA 921173 (949) 391-61324
SITE NUMBER: SD1850
FA NUMER: TBD
WOMEN'S CENTER
6125 PAESO DEL NORTE
CARLSBAD, CA 92011
SAN DIEGO COUNTY
ROOFTOP
G 07/08/2018 100% zo·s REV-ORM BM
F 06/18/2018 100% ZD"S REV-ORM/SECT BM
E 03/26/2018 REVISED 100% zo·s DAM
D 03/09/2018 REVISED 100% ZD"S JB
C 01/23/2018 100% zo·s FOR SUBMITTAL AF
B 12/15/2017 95% zo·s FOR REVIEW AF
A 11/28/2017 90% zo·s FOR REVIEW KM
REV DATE DESCRIPTION BY
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER TlHE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER. TO
ALTER TlHIS DOCUMENT.
SITE PLAN
A-1
EXISTING CMU RETAINING WALL, TYP.-11--'-
~EXISTING 800A MAIN DISCONNECT
WITH SPARE BREAKER SPACE FOR
AT&T 200A BREAKER ~EXISTING AT&T FTE 6125-1.2 !
EXISTING ELECTRICAL.-------...
EQUIPMENT AREA ~ ~r·---·=-c:-c-f=::::·-=
'----....., Dl~I L-
I------'~__/ '"'-.. ~ [
EXISTING 16 SPACE EMON DMON --1 ---!M==;==;::=-~
WITH SPARE SPACE FOR AT&T I I
••
EXISTING 2"0 ELECTRICAL CONDUIT TO ___ ,.___,
BUILDING PER AS-BUILT SINGLE LINE DIAGRAM.
CONTRACTOR TO VERIFY AND LOCATE
I I
I
-
• I
1.
•
I
I / d
'"---------~
--·
/
ENLARGED SITE PLAN
i
Ill
I
\ rEXISTING TELCO CONDUIT TO BUILDING
\ DISTRIBUTION LOCATION. CONTRACTOR
\ TO VERIFY LOCATION
\
\
\
\
\
\
\
'-\__ (E) ROOFTOP SOLAR PANELS,~~-~
'-\ ', \ '-\ ', \
'-\
\_ (E)
SECON~
FL001:_ \_
ROOFTOP
PROPOSED AT&T
INTERSECT BOX ON
GROUND LEVEL
' \ --------', \ • I I -1 /-
~'-" ~ rn rn w~ Q l~;rlJl,f------+-Y -11 1 1111 v~' -?
rn rn "-"-12l _ rn ' \ fj-":::___ <71 ° _ C?" !+-------1---d,J-----PROPOSED AT&T EQUIPMENT @ • ~ I AREA LOCATED ON SECOND FLOOR, 1 ~ di / ' u I FOR ENLARGED SITE PLAN SEE: A-2
rn rn rn ~-,~11 ,~-1 _ rn
EXISTING HVAC J
UNIT, TYP.
PROPOSED AT&T POWER AND TELCO L/
2"0 EMT CONDUITS FROM BUILDING
UTILITY CLOSET TO CELL SITE.
CONTRACTOR TO VERIFY LOCATION
EXISTING 2ND AND 3RD FLOOR
UTILITY DISTRIBUTION LOCATION AS
SHOWN ON AS-BUILTS. CONTRACTOR
TO VERIFY LOCATION.
\__ (E)
SECON;-\
FL001:_ \_
ROOFTOP
'---· --• I " \
\.I ,... __
' I
I -
'-.
'I \ ' I . \
\__ (E) ', \ 7l ----i-1++-----PROP SED"IIT&T ROOFTOP
UPPE;--\ --::-• s=-\/,~
---------+!++----PROPOSED AT&T CABLE TRAY
ACCESS LADDER AND HATCH; E9
LOCATED ABOVE RESTROOM DOOR _
ADJACENT TO SOUTH EAST
STAIRWELL \;ANDING
---·----
' i I I
-
I
• .. -1111111 ---""
l,,v
-
--
l,,-EXISTING ROOFTOP SOLAR PANEL,
/ TYP.
PROPOSED (12) AT&T PANEL ANTENNAS LOCATED@-2
WITHIN PROPOSED FRP ENCLOSURE@ UPPER
ROOFTOP LEVEL, FOR ENLARGED SITE PLAN SEE: A-3
NOTES:
1. THE WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO
FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT
AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY
AGENCIES.
2. NO EXISTING PARKING STALLS ARE BEING ADDED OR REMOVED AS PART OF THE PROPOSED
INSTALLATION.
3. THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL
PROPERTY LINES, EASEMENTS, SETBACKS, AND EXISTING CONDITIONS ARE APPROXIMATE AND
SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION.
4. HOUSE POWER IS TO BE USED FOR THIS SITE.
5. 30 DAY LOAD STUDY ON DISTRIBUTION PANEL RECOMMENDED.
DISCLAIMER:
THIS SET OF DRAWINGS WAS PREPARED UTILIZING INFORMATION OBTAINED FROM PUBLIC
DOCUMENTS MADE AVAILABLE ON THE JURISDICTIONS WEBSITE. M.SQUARED ENGINEERS CANNOT
GUARANTEE THE ACCURACY OF THE DATA AND INFORMATION DEPICTED ON THE JURISDICTIONS
WEBPAGE AND HEREBY EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR THE TRUTH, VALIDITY,
INVALIDITY, ACCURACY. INACCURACY OF ANY SAID DATA AND INFORMATION. THE PARCEL LINES ON
MAPS ARE FOR ILLUSTRATION PURPOSES ONLY AND ARE NOT INTENDED TO BE USED AS A SURVEY
PRODUCT. USER ACCEPTS RESPONSIBILITY FOR THE UNAUTHORIZED USE OR TRANSMISSION OF ANY
SUCH DATA OR INFORMATION IN ITS ACTUAL OR ALTERED FORM.
-H
0 -I
"'
/PROPOSED AT&T ROOFTOP
/ ACCESS HATCH
=1 ======>'1
I I
I I
I ~PROPOSED AT&TROOF
IF==ll/ ACCESS LADDER
11===1r
D
I
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•
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i-.------D 00 R
----~~-----~----~~------------
PARTIAL 3RD FLOOR ELEV.
II
-I 3
~-
lQ . '5~~~===::c711
I
/
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ACCESS HATCH
h=;==;-L-Lll·~-J \
i ~l;,_=P=R'=O=P=O=S=E=D=A=T=&=T=R=O==iOF ACCESS
• LADDER
I
i
PARTIAL 3RD FLOOR PLAN
24"x36" SCALE: 1" = 1 O' -0"
11"x17" SCALE: 1" = 20'-0"
o" s· 1 o' r' .,,, I '
--®
3
2
1
f-z <(
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at&t
mobility corp.
)eprattinc. ,
~
13948 CALLE BUENO GANAR
JAMUL, CA 91935
1387 CALLE AVAl<IZADO
SAN CLEMENTE CA 92673 (9'19) 391-6824
SITE NUMBER: SD1850
FA NUMER: TBD
WOMEN'S CENTER
6125 PAESO DEL NORTE
CARLSBAD, CA 92011
SAN DIEGO COUNTY
ROOFTOP
G 07/08/2018 100% ZD'S REV-DRM BM
F 06/18/2018 100% zo·s REV-DRM/SECT BM
E 03/26/2018 REVISED 100% ZD'S DAM
D 03/09/2018 REVISED 100% ZD'S JB
C 01/23/2018 100% ZD'S FOR SUBMITTAL f,J'
8 12/15/2017 95% ZD'S FOR REVIEW AF
A 11/28/2017 90% ZD'S FOR REVIEW KM
REV DATE DESCRIPTION BY
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNUESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
ENLARGED SITE PLAN
A-1.1
------------------
\_ (E) UPPER~
ROOFTOP LEVEL \
14' -0"
PROPOSED AT&T EQUIPMENT PLATFORM / LEASE AREA
1 '-6" 2'-1" 1'-0" 2'-1" 1 '-0" 2'-6" 1'-0"
~
~
(E) ROOFTOP --~
ACCESS LADDER
±3'-2"
CLEARANCE
PROPOSED AT&T OUTDOOR
CABINETS STACK-MOUNTED, (4) TOTAL
PROPOSED AT&T OUTDOOR 14'-0" X 8'-6"
EQUIPMENT PLATFORM
PROPOSED AT&T CIENA FIBER BOX
MOUNTED TO NEW UNISTRUT
u
(E) BUILDIN WALL
I
. -L--_ --_J
= = . __ 'ii:;;:::===~
. • • ,
~/ EXISTING HVAC UNIT, TYP.
' d ,
PROPOSED PLATFORM ACCESS STAIRS-~
PROPOSED AT&T GROUND EQUIPMENT
LEASE AREA; 14'-0" X12'-0"; ±168 SQ FT
~
~ /
/ -~
~
r ---·7
I I
L
\_ (E) ROOFTOP \
LEVEL
PROPOSED EQUIPMENT LAYOUT PLAN
=
/ /
IL ! L' __ ._J
=
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'
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POWER CABINET ON
PROPOSED EQUIPMENT
PLATFORM: (1) TOTAL
I
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@ PROPOSED AT&: DC-12 -_:_;
SURGE SUPPRESSOR,
MOUNTED ON
UNISTRUT; TYP. OF_(_1_) -----~// PER SECTOR, (3) TOTAL
PROPOSED AT&T
DISCONNECT SWITCH
MOUNTED ON UNI-STRUT
PROPOSED AT&T POWER AND TELC0----
2"0 EMT CONDUITS FROM BUILDING
UTILITY CLOSET TO CELL SITE.
CONTRACTOR TO VERIFY LOCATION
\_ (E) ROOFTOP \
SOLAR PANEL \
2'-6"
I . I
f-~~=cj·
<( w
fr' " <(
fr'
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PROPOSED AT&T
BATTERY CABINET ON
PROPOSED EQUIPMENT
PLATFORM: (1) TOTAL
r---7
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_J----t----t----------'-
,.--PROPOSED AT&T
CABLE TRAY
PROPOSED AT&T AC ELECTRICAL
PANEL MOUNTED TO NEW UNISTRUT
PROPOSED AT&T-------~
INTERSECT BOX ON
GROUND LEVEL
EXISTING STAIRS
24"x36" SCALE: 3/4" = 1'-0"
11"x17" SCALE: 3/8" 1 '-0"
0
I
N
o" 6" ~-,., •·
1 ' .. 2'
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at&t
mobility corp.
)eprattinc.
13948 CALLE BUENO GANAR
JAMUL, CA 91935
1331' CALLE A'IANZADO
SAN CLBIIENTE CA 92573 (949) 381-6824
SITE NUMBER: SD1850
FA NU MER: TBD
WOMEN'S CENTER
6125 PAESO DEL NORTE
CARLSBAD, CA 92011
SAN DIEGO COUNTY
ROOFTOP
G 07/08/2018 100% ZD'S REV-ORM BM
F 06/18/2018 100% ZD'S REV-ORM/SECT BM
E 03/26/2018 REVISED 100% ZD'S DAM
D 03/09/2018 REVISED 100% ZD'S JB
C 01/23/2018 100% ZD'S FDR SUBMITTAL Af'
B 12/15/2017 95% ZD'S FDR REVIEW Af'
A 11/28/2017 90% zo's FDR REVIEW KM
REV DATE DESCRIPTION BY
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.
EQUIPMENT LAYOUT PLAN
A-2
PROPOSED /FINAL OPTIMAL ANTENNA AND TRANSMISSION
CABLES REQUIREMENT (VERIFY WITH CURRENT RFDS)
ANTENNA MODEL ANTENNA
(PROPOSED) AZIMUTH RAD ANTENNA TECHNOLOGY CENTER PROPOSED PROPOSED
A1 LTE KATHREIN 80010965K (6'-0") 50' 44'-3"
C!'. 0 LTE/OTHER KATHREIN 80010965K (6'-0") t, /!:2 50' 44'-3"
w Cl)
<( A3 UMTS KATHREIN 80010965K (6'-0") 44'-3" I 50°
Cl. _,
<( M LTE/OTHER KATHREIN 80010965K (6'-0") 44'-3" 50'
B1 LTE KATHREIN 80010964K (4'-0") 170' 45'-3"
C!'.
0 ,_ B2 LTE/OTHER KATHREIN 80010964K (4'-0") 170' 45'-3" 0 w Cl) ;:: B3 UMTS KATHREIN 80010964K (4'-0") 170' 45'-3"
w "' B4 OTHER/LTE KATHREIN 80010964K (4'-0") 170' 45'-3"
D1 LTE KATHREIN 80010965K (6'-0") 310' 44'-3"
C!'. 0 ,_
D2 KATHREIN 80010965K (6'-0") 0 LTE/OTHER 310' 44'-3" w Cl)
<( 2 D3 UMTS KATHREIN 80010965K (6'-0") 310' 44'-3"
2 <(
(!) D4 KATHREIN 80010965K (6'-0") OTHER/LTE 310° 44'-3"
PROPOSED ROOFTOP ANTENNA LAYOUT
TRANSMISSION LINE
LENGTH PART NUMBER
±150' PROPOSED
FIBER
PROPOSED ±150' FIBER
PROPOSED ±150' FIBER
±150' PROPOSED
FIBER
±150' PROPOSED
FIBER
PROPOSED ±150' FIBER
±150' PROPOSED
FIBER
±150' PROPOSED
FIBER
±150' PROPOSED
FIBER
PROPOSED ±150' FIBER
PROPOSED ±150' FIBER
PROPOSED ±150' FIBER
X PROPOSED REMOTE DC CABLES RADIO UNITS
ANTENNA MODEL POSITION
<( 1 PROPOSED RRUS
C!'. 2 PROPOSED RRUS 0 ,_
0 w 3 PROPOSED RRUS
Cl) 4 PROPOSED RRUS
"' 1 PROPOSED RRUS
C!'. 2 PROPOSED RRUS 0 t, 3 PROPOSED RRUS w
Cl) 4 PROPOSED RRUS
0 1 PROPOSED RRUS
C!'. 2 PROPOSED RRUS 0 ,_
3 0 PROPOSED RRUS w
Cl) 4 PROPOSED RRUS
\__ (E) ROOFTOP \
SOLAR PANEL \
EDGE OF ROOFTOP -~
RRUS LENGTH AWG COUNT
2 +150' -
2 ±150' -
2 +150' -
2 +150' -
2 ±150' -
2 +150' -
2 ±150' -
2 ±150' -
2 ±150' -
2 ±150' -
2 ±150' -
2 +150' -
32 TOTAL
\__ (E) WALKABLE\
ROOFTOP
LEVEL
,,
<i:, . /
'
NOTES TO CONTRACTOR:
1. CONTRACTOR IS TO REFER TOAT&T'S MOST
CURRENT RADIO FREQUENCY DATA SHEET
(RFDS) PRIOR TO CONSTRUCTION
2. CABLE LENGTHS WERE DETERMINED BASED ON
VISUAL INSPECTION DURING SITE-WALK.
CONTRACTOR TO VERIFY ACTUAL LENGTH
DURING PRE-CONSTRUCTION WALK
3. CONTRACTOR TO VERIFY PORTS HAVE
SUFFICIENT ROOM
/
/ /
/ /
/ /
/ /
/ /
/
/
@ PROPOSED ROOFTOP
CABLE TRAY MOUNTED
ON PVC SLEEPERS
7,
'o,,
RELOCATED ROOFTOP
ACCESS LADDER
PROPOSED DC-6 "FLAT" SURGE SUPPRESSOR@
MOUNTED ON PROPOSED ANTENNA
MOUNTING FRAME; (1) PER SECTOR, (3) TOTAL D-1
---------(E) BUILDING ELEVATOR PENTHOUSE
MOUNTED ON 3"0 PIPE TO MOUNTING FRAME; 2 PROPOSED AT&T 6"-0" PANEL ANTENNAS @
(4) PER SECTOR, SECTORS 'A' & 'C' ONLY D-1
~------(E) ROOFTOP ACCESS LADDER,
TO BE RELOCATED
~------PROPOSED FRP SCREEN SUPPORT (PENDING FINAL
STRUCTURAL DESIGN, REVIEW, AND ANALYSIS)
,, . /,,
'
MOUNTED ON 3"0 PIPE TO MOUNTING FRAME; 3 PROPOSED AT&T 4'-0" PANEL ANTENNAS @
(4) PER SECTOR, SECTOR 'B' ONLY D-1
~--------PROPOSED FRP SCREENED MOUNTING
FRAME (PENDING FINAL STRUCTURAL
DESIGN, REVIEW, AND ANALYSIS)
~-PROPOSED AT&T FRP SCREENING PAINTED AND
TEXTURED TO MATCH EXISTING BUILDING, TYP.
PROPOSED AT&T GPS ANTENNA (7'\
(PAINTED TO MATCH); (1) TOTAL & \__ (E) ROOFTOP \
SOLAR PANEL \
PROPOSED AT&T RRUS STACKED MOUNTED ON PROPOSED@
3"0 PIPE ON MOUNTING FRAME BEHIND PROPOSED
ANTENNAS; (8) PER SECTOR, (3) SECTORS, (24) TOTAL D-1
24"x36" SCALE: 1 /2" = 1 '-0"
11"x17" SCALE: 1/4" = 1'-o"
o" 1 . •• I -ft,
w E
s
2' 4'
,a C ') 9 1
1-z <{ u
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0..
0.. <{
0 z
z z
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z 0
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at&t
mobility corp.
)eprattinc.
13948 CALLE BUENO GANAR
JAMUL, CA 91935
1387 CALLE AVAIIIZADO
SAN CLEMENTE CA 92673 (9411) 391-6824
SITE NUMBER: SD1850
FA NUMER: TBD
WOMEN'S CENTER
6125 PAESO DEL NORTE
CARLSBAD, CA 92011
SAN DIEGO COUNTY
ROOFTOP
G 07/08/2016 100% zo·s REV-ORM BM
F 06/18/2018 100% zo's REV-ORM/SECT BM
E 03/26/2016 REVISED 100% ZD'S DAM
0 03/09/2016 REVISED 100% zo's JB
C 01/23/2018 100% ZD'S FOR SUBMITTAL AF
B 12/15/2017 95% ZO'S FOR REVIEW AF
A 11/28/2017 90% ZD'S FOR REVIEW KM
REV DATE DESCRIPTION BY
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.
ROOFTOP ANTENNA LEVEL
A-3
(E) BUILDING ------1
NORTHWEST ELEVATION
TOP OF PROPOSED FRP SCREEN WALL
±47'-3" A.G.L. / ±101'-3" A.M.S.L.
PROPOSED AT&T ANTENNA RAD CENTER
±45'-3" A.G.L. I ±99'-3" A.M.S.L:-
. ·.' _:
' .·
--11----<c-<r-----,,
"== __ = ___ .==e==-'
~RO, PO" SED AT+& T_AN,, TEN NA RAD CENTER
~44 -3 A.G.L. I _98-3 A.M.S.L. ----
TOP OF E ELEVATOR PENTHOUSE
±41'-6" A.G.L. / ±95'-6" A.M.S.L.
TOP OF E LEVEL 4 ROOF DECK
±38'-0" A.G.L. / ±92'-0" A.M.S.L.
TOP OF E LEVEL 3 ROOF DECK
±24'-10" A.G.L. / ±78'-10" A.M.S.L.
TOP OF E) WALL
±23'-3" A.G.L. / ±77'-3" A.M.S.L.
TOP OF E LEVEL 2
±12'-0" A.G.L. I ±66'-0" A.M.S.L.
~ GRADE LEVEL (LEVEL 1)
±0'-0" A.G.L. / ±54'-0" A.M.S.L.
NORTHEAST ELEVATION
(E) BUILDING-------,
:-' ..
/
PROPOSED AT&T----
EQUIPMENT AREA
LOCATED ON LEVEL2
OF EXISTING BUILDING
. ..
. I
. -
I<
I I I I
f I I I
I I I I
I I
I I
I I
I I
.. . I
PROPOSED AT&T 6'-0" PANEL ANTENNA.---------,
MOUNTED ON 3"0 PIPE TO MOUNTING FRAME;
(4) PER SECTOR, SECTORS 'A' & 'C' ONLY
PROPOSED LADDER ACCESS DOOR----------_
RELOCATED ROOFTOP ACCESS LADDER ------,
PROPOSED AT&T FRP SCREENING PAINTED AND---,
TEXTURED TO MATCH EXISTING BUILDING, TYP.
(E) ROOFTOP ACCESS LADDER. TO BE RELOCATED-~
(E) BUILDING ELEVATOR PENTHOUSE--------~
I I
I I
I I
I I I I I I
I I I I I I
I I I I I I
--1=1 ~ --1=1 ---1=1-,..-.. ¼::;;;I
' '
' '
' ' ' '
' ' '
--------------
, ------------------,/ _______ :,_---:::--·:-.·
--' ' ---,
-',
' ' ' '
-----PROPOSED AT&T 6'-0" PANEL ANTENNAS
MOUNTED ON 3"0 PIPE TO MOUNTING FRAME;
(4) PER SECTOR, SECTORS 'A' & 'C' ONLY
------PROPOSED AT&T FRP SCREENING PAINTED AND
TEXTURED TO MATCH EXISTING BUILDING, TYP.
a n
I
cr,
l
I
.,----(E) ACCESS LADDER, TO BE RELOCATED
_,,----(E) BUILDING ELEVATOR PENTHOUSE
L-~~-
'
'
'
'
'
1,
-.-
... ·_. ·_-
' '
' /
-
·.
'
--·-· ----·-, ·.-
... ...
,S-,---~~--.l~-"--> ______ ,,_
, ...... ~-···+ ,,,=,---
i------(E) BUILDING
TOP OF PROPOSED FRP SCREEN WALL
±47'-3" A.G.L. / ±101'-3" A.M.S.L.
PROPOSED AT&,T ~NTENN: iv;-D,,CENTER ~
±44-3 A.G.L. I _98-3 A.M.S.L.
TOP OF E ELEVATOR PENTHOUSE
±41'-6" A.G.L. / ±95'-6" A.M.S.L.
TOP OF E LEVEL 4 ROOF DECK
±38'-0" A.G.L. I ±92'-0" A.M.S.L.
i------(E) BUILDING
TOP OF E LEVEL 3 ROOF DECK
±24'-10" A.G.L. I ±78'-10" A.M.S.L.
TOP OF E LEVEL 2
±12'-0" A.G.L. / ±66'-0" A.M.S.L.
GRADE LEVEL LEVEL 1
±0'-0" A.G.L. / ±54'-0" A.M.S.L.
24"x36" SCALE: 1 /8" = 1 '-0"
11"x17" SCALE: 1 /16"= 1 '-0"
24"x36" SCALE: 1 /8" = 1 '-0"
11"x17" SCALE: 1/16"= 1'-0"
a" ~
4' •
·.+.11
1 6'
'
2
16' 1 ,
1--z c3
-' CL
CL
<(
0 z
z z
j
CL
0::: w w z
0 z w
z 0
~ ::;;
0:::
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(f)
0
0:::
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0:::
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0
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at&t
mobility corp.
)eprattinc.
13948 CALLE BUENO GANAR
JAMUL, CA 91935
1387 CALLE AVANZADO
SAN CLEII/IEMTE CA 92673 (9411) 391-6824
SITE NUMBER: SD1850
FA NUMER: TBD
WOMEN'S CENTER
6125 PAESO DEL NORTE
CARLSBAD, CA 92011
SAN DIEGO COUNTY
ROOFTOP
G 07/08/2018 100% ZD'S REV-ORM BM
F 06/18/2018 100% ZD'S REV-ORM/SECT BM
E 03/26/2018 REVISED 100% ZD'S DAM
D 03/09/2018 REVISED 1D0% ZD'S JB
C 01/23/2018 10D% ZD'S FOR SUBMITTAL AF
B 12/15/2017 95% zo·s FOR REVIEW AF
A 11/28/2D17 90% zo·s FOR REVIEW KM
REV DATE DESCRIPTION BY
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE OIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT .
ELEVATIONS
A-4
------------------,~ -----
TOP OF PROPOSED FRP SCREEN WALL
±47'-3" A.G.L. I 47'-3" I ±101'-3" A.M.S.L.
PROPOSED AT&T ANTENNA RAD CENTER
~ ±~S~:·~:~~L.;;:~·~~~E~~~:.D CENTER ~"=
44'-3" A.G.L. I ±98'-3" A.M.S.L. -~
TOP OF (E ELEVATOR PENTHOUSE
±41'-6" A.G.L. I ±95'-6" A.M.S.L.
TOP OF E LEVEL 4 ROOF DECK
±38'-0" A.G.L. I ±92'-0" A.M.S.L.
(E) BUILDING -----~-1-
TOP OF (E) LEVEL 3 ROOF DECK
±24'-10" A.G.L. I ±78'-10" A.M.S.L.
TOP OF E LEVEL 2
±12'-0" A.G.L. I ±66'-0" A.M.S.L.
GRADE LEVEL LEVEL 1
±12'-0" A.G.L. I ±66'-0" A.M.S.L.
SOUTHEAST ELEVATION
I I I I u u
,-.-:-:-,-;_,..,....----~
, , ,
' ' '
I I I I u u
-----
(E) BUILDING ---------l
SOUTHWEST ELEVATION
,r
11
II
LI
~----PROPOSED AT&T 4'-0" PANEL ANTENNAS
MOUNTED ON 3"0 PIPE TO MOUNTING FRAME;
(4) PER SECTOR, SECTOR 'B' ONLY
~----PROPOSED AT&T 6'-0" PANEL ANTENNAS
MOUNTED ON 3"0 PIPE TO MOUNTING FRAME· ' (4) PER SECTOR, SECTORS 'A' & 'C' ONLY
~----PROPOSED AT&T FRP SCREENING TO TOP OF --+-~ BUILDING PAINTED AND TEXTURED TO MATCH
EXISTING BUILDING, TYP.
C')
I
""
~-(E) ACCESS LADDER, TO BE RELOCATED
~--(E) BUILDING ELEVATOR PENTHOUSE
PROPOSED AT&T INTERSECT BOX ON GROUND LEVEL
I-----(E) BUILDING
24"x36" SCALE: 1 /8" = 1 '-0"
11 "xl 7" SCALE: 1 /16"= 1 '-0"
PROPOSED AT&T 4'-0" PANEL ANTENNAS---------~
MOUNTED ON 3"0 PIPE TO MOUNTING FRAME;
(4) PER SECTOR, SECTOR 'B' ONLY TOP OF PROPOSED FRP SCREEN WALL
PROPOSED AT&T 6"-0" PANEL ANTENNAS----±47'-3" A.G.L. I ±101'-3" A.M.S.L.
MOUNTED ON 3"0 PIPE TO MOUNTING FRAME; _I'ROPOSED AT&I._ANTENNA RAD GEN~
(4) PER SECTOR, SECTORS 'A' & 'C' ONLY ±45'-3" A.G.L. I ±99'-3" A.M:s:cv
PROPOSED AT&T FRP SCREENING TO TOP OF 11 ----_I'ROPOSED AT&T ANTENNA RAD GEN~
BUILDING PAINTED AND TEXTURED TO MATCH LJ ±44'-3" A.G.L. I ±98'-3" A.M£L "
EXISTING BUILDING, TYP, (PENDING FINAL STRUCTURAL DESIGN, REVIEW, AND ANALYSIS) LI r-. --:c:_-;-_--_ .· _________________ T1_cOc"P:'_OlJ!:_F_g(Eµ,_)4':E!=Li',EV';!A"_Tl_lO~R~P~E=)N~TffHiCOJLU~S~E:____,_
I. ±41'-6" AGL / +95'-6" AMS L
(E) BUILDING ELEVATOR PENTHOUSE ----------!--.!. -__ -. . . . -. . --~ ~
. _,.-,--··0°"'
' ' ' ',
, , , ,
' / ' , , ' I'-.-'--"
TOP OF /El LEVEL 4 ROOF DECK , •
±38'-0" A.G.L. I ±92'-0" A.M.S.L.
>-------(E) BUILDING
I '--, __ _
I
I
I -
I ', ~c-= I ------I
I
I
I
TOP OF E LEVEL 3 ROOF DECK
±24'-10" A.G.L. I ±78'-1 O" A.M.S.L.
TOP OF E) WALL
±23'-3" A.G.L. I± 77'-3" A.M.S.L.
TOP OF E LEVEL 2
±12'-0" A.G.L. I ±66'-0" A.M.S.L.
GRADE LEVEL LEVEL 1
±12'-0" A.G.L. / ±66'-0" A.M.S.L.
24"x35" SCALE: 1/8" = 7'-0"
11"x77" SCALE: 1/16"= 1'-o"
o" 4' s· •• ,g ,,:
' • -
16'
.·-+ 2
16' 1 -··!""l
f-z c) __,
[J_
[J_ <
('.) z
z z
5
[J_
0::: w w z
('.) z w
z
0
':.: ::;;
0::: 0 LI... z
w f-
(f)
0
0:::
0
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0:::
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at&t
mobility corp.
)eprattinc,
13948 CALLE BUENO GANAR
JAMUL, CA 91935
1387 CALLE AVANZADO
SAN CLEMENTE CA 92673 (948) 391-6824
SITE NUMBER: SD1850
FA NUMER: TBD
WOMEN'S CENTER
6125 PAESO DEL NORTE
CARLSBAD, CA 92011
SAN DIEGO COUNTY
ROOFTOP
G 07/08/2018 100% zo·s REV-ORM BM
F D6/18/2018 100% zo·s REV-ORM/SECT BM
E 03/26/2018 REVISED 100% ZD'S DAM
D 03/09/2018 REVISED 100% ZD'S JB
C 01/23/2018 100% ZD'S FOR SUBMITTAL AF
B 12/15/2017 95% ZD'S FOR REVIEW AF
A 11/28/2017 90% ZD'S FOR REVIEW KM
REV DATE DESCRIPTION BY
IT IS A VIOLATION OF LAW FOR Mf'f PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT.
ELEVATIONS
A-5
/~ '' ' ,',
!-' at&t z
<{
PROPOSED AT&T 6'-0" PANEL ANTENNAS 0 / MOUNTED ON 3"0 PIPE TO MOUNTING FRAME; _, .4'.
(l_ mobility corp. (4) PER SECTOR, SECTORS 'A' & 'C' ONLY (l_ ~ <{
TOP OF PROPOSED FRP SCREEN WALL
±47'-3" A.G.L. / 47'-3" I ±101'-3" A.M.S.L.
PROPOSED AT&T ANTENNA RAD CENTER --'\ PROPOSED AT&T CABLE TRAY ON ±45'-3" AG.L. / ±99'-3" A.M.S.L. SLEEPERS @4'-0" O.C. lf~ I I ' I i j I
~~P?SED AT&T' A~TENNA RAD CENTER
I '· PROPOSED AT&T FRP SCREENING PAINTED AND
---:~ I I I I I I II I 11'
4-3 AG.L. / ±96-3 A.M.S.L. ' 11 ~I I , I I I ,, J1 TEXTURED TO MATCH EXISTING BUILDING, TYP.
---EXISTING CHASE TO BE FIELD VERIFIED. 1!1 i:1 !, I I I
J__ TOP OF (E) ELEVATOR PENTHOUSE ,1, I 1::" I I I /fn I ROUTE PROPOSED FIBER CABLES TO ~ I I I " I
I I I , I I I I I / I I 'f' ±41 '-6" A.G.L. I ±95'-6" A.M.S.L. ROOFTOP FROM FIRST FLOOR
,i, ~ (E) BUILDING ELEVATOR PENTHOUSE
J-. TOP OF /El LEVEL 4 ROOF DECK
-----... )eprattinc. ~ (.'.)
C -z 'f' ±38'-0" AG.L. / ±92'-0" A.M.S.L. " -
(E) DROP CEILING z
I I I z
I : I :"i
I : I (l_
I : I 13948 CALLE BUENO GANAR
I : I JAMUL, CA 91935
I : I
/~f~ I : I
J-. TOP OF IE) LEVEL 3 ROOF DECK
I : I
--;-:;~' 1;9~ I ! I
'f' ±24'-10" AG.L. / ±78'-10" A.M.S.L. I
;~ ,.;[!: ~' ~~,,~>/ I : I M SQ~,~~~s PROPOSED AT&T OUTDOOR 14'·0" X 8"-6"~ ,~'-,v I : I PROPOSED FIBER CABLE
EQUIPMENT PLATFORM ~~~;;:;~-~ I : I ROUTE TO FOLLOW
Ct:: w
..__ I : I EXISTING UTILITY CHASE w ,,a~ Lb.~..,
~,~~tf:~I:.:~:~ ~~~ft~"~~ z
I : I (.'.) 1387 CAI.LE AVANZADO
~ TOP OF (El LEVEL 2 I ! I (El BUILDING z SAN CLEMENTE CA 92573 (949) 391-6824 w
I I ~
±12'-0" A.G.L. I ±66'-0" A.M.S.L. L-------------------------cc ·" -
------------~--------------. :
i
(El DROP CEILING (El ELEV A TOR SHAFT
.J.. GRADE LEVEL (LEVEL 1) i I z SITE NUMBER: SD1850
0 FA NU MER: TBD 'f ±12'-0" A.G.L. / ±66'-0" A.M.S.L. '
-~
I I l I I
---
I :a: WOMEN'S CENTER Ct::
-0 6125 PAESO DEL NORTE LL z CARLSBAD, CA 92011
w SAN DIEGO COUNTY !-
(J) ROOFTOP
SECTION LOOKING SOUTHEAST 24"x36" SCALE: 1/8" 1 • o" o" 4' s' 16'
I"' ·;;· •• > iJJ ~ 2 11"x17" SCALE: 1 /1 6" 1 ' o" lir
0 G 07/06/2018 100% ZD'S REV-ORM Ct:: BM
0 0 F 06/16/2018 100% ZD'S REV-ORM/SECT BM w
Ct:: E 03/26/2018 REVISED 100% ZD'S DAM
PROPOSED AT&T 6'-0" PANEL ANTENNAS z D 03/09/2018 REVISED 100% ZD'S (.'.) JB
MOUNTED ON 3"0 PIPE TO MOUNTING FRAME; (J)
(4) PER SECTOR, SECTORS 'A' & 'C' ONLY TOP OF PROPOSED FRP SCREEN WALL l.
w C 01/23/2018 100% ZD'S FOR SUBMITTAL ,,,
0
±47'-3" A.G.L. I ±101 '-3" A.M.S.L. y B 12/15/2017 95% ZD'S FOR REVIEW AF
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I II -45 -3 A.G.L. / _99 .3 A.M.S.L.
I I I I I Y REV DATE DESCRIPTION BY
I I I' I I I t..,.,:Y .£ROPOSED ~T&,T ~NTENN:Rl'.'D .. CEN~ I I . I I~[./-! ---~ I
: ! I lir I ------_44.3 A.G.L. / _98-3 A.M.S.L.
I ~I I ! I I f'"' I I TOP OF (E) ELEVATOR PENTHOUSE ..l I I 1 I ! LJ ±41'-6" A.G.L. / ±95'-6" A.M.S.L. y
(El BUILDING ELEVATOR PENTHOUSE --~
~ (E) DROP CEILING TOP OF (E) LEVEL 4 ROOF DECK ...l..
±38'-0" A.G.L. / ±92'-0" A.M.S.L. y
(l_ :a: ~ (J) _,
TOP OF (El LEVEL 3 ROOF DECK ..l <{ z
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UNLESS THEY ARE ACTING UNDER THE DIRECTION
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',,~,;(, Ii ALTER THIS DOCUMENT.
" TOP OF /El LEVEL 2 ,l --~=
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SECTION LOOKING NORTHEAST 24"x36" 1/8" ~ 7 '-0" o" 4' 8' 16' w
SCALE: 1 w
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----------
RAYCAP DC6-48-60-18 NOTE: MANUFACTURER: KATH REIN 80010964K
DIMENSIONS, HxWxD: 16. 7"x27.4"x5.5" FOR CONCRETE: MODEL NO.: -~-
½" ¢ HILTI KWIK TZ 2" EMBED
.
DIMENSIONS: TOTAL .· at&t WEIGHT: 53 lbs A 59" WEIGHT : f--
FOR WOOD: z ..,: ' . ½"¢ LAG BOLT. 2" MIN. EMBED B 20" () ..
94.8 LBS -' C 6.9" 0.. ;,,,./ mobility corp. FOR METAL: 0.. 27.4" USE S.S. SELF TAPPING SCREW ..,:
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TOP VIEW FRONT VIEW SIDE VIEW M SQ'lt!\~ss 0:::
NOT USED 24"x36" SCALE: NTS 9 DC-6 BOX SURGE SUPPRESSOR 24"x36" SCALE: NTS PROPOSED 4 1-011 PANEL ANTENNA 24"x36" SCALE: NTS 3 w w
11"x17" SCALE: NTS 11 "x 1 7" SCALE: NTS 11"x17" SCALE: NTS z
G 1387 CAI.LE AVANZADO
/,/ / z SAN CLEMENTE CA 92673 (949) 391-6824 w ;;--·-'"-//?/ T""j1 MANUFACTURER: PAINTED AND TEXTURED TO 3/8"0 KWIK ANCHOR BOLT KATH REIN 80010965K
PROPOSED FRP PAINTED AND TEXTURED MATCH EXISTING BUILDING WITH 3" MIN. EMBEDMENT //:~i·~ TO MATCH EXISTING BUILDING 18" WIDTH MAX. x4" TALL STEEL CABLE TRAY MODEL NO.: -
PROPOSED ANTENNA /,½l:rg WITH 16 GAUGE GALVANIZED STEEL COVER. DIMENSIONS: EXISTING BUILDING LINE I BEHIND SCREEN WALL //11 1 TOTAL 47'-3" TOP OF FRP SCREEN WALL //j SECURE TO SLEEPER WITH 1/2"0x1-1l2" LAG A 78.7" WEIGHT :
I 1 .. 11 I I _ 11 60'-0" MAX. HEIGHT 1.J l I 1_1 11 SCREW B H I_I / P1000 UNISTRUT SLEEPER@ / /. ';B II JI 11 ll 11 11 1.1 11 11 ,../ ,,, ~ 11 B 20" 48" O.C. MAX. ½1 11 108.6 LBS SITE NUMBER: SD1850 u ·. -Lir-1-:if ¾ 111 .· I tJ C 6.9" z
ful /\~ I 1//1. 0 FA NU MER: TBD "" 'I ~ I:· ..... ·:. . .. . '. ... ,, ' /' :s . --,:, __ :-,...-, >: -· .• ///I,,, BUILDING WALL ~~,: ~ ::;; WOMEN'S CENTER ANTENNA CABLE 0:::
0 6125 PAESO DEL NORTE --:., · .. -·" -'.--·· _: .. ,' "/½ u... ~-/ /1:~ z CARLSBAD, CA 92011 = [] ~ /2 I = = _, . .£& w SAN DIEGO COUNTY ~ ~ ~ STEEL CABLE TRAY SYSTEM BY B-LINE //" f--7! ---
•·· / SERIES 248 /. / (/) -1/i/ ROOFTOP . "·Y LADDER TYPE MATERIAL-HOT DIPPED ~ / . /
/ GALVANIZED, 18 GAUGE RUNG SPACING
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I .· 6" WIDEx3/8" THICK TRAFFIC 0::: E 03/26/2018 REVISED 1 OD% zo's DAM -. I '· .. ,'. ',. :. ,. -: •> •. . •.· .·,, ·_: ';-.. • 4x4" PVC SLEEPER @ WALK PAD ADHERED UNDER z D D3/09/2018 REVISED 100% ZO'S JB I G 4'-0" O.C. SLEEPER (f) //'/''"'/·' /'''/'/·'//'"' C 01/23/2018 100% ZD'S FOR SUBMITTAL / / ~ / / ,' / // /' //' , /, / / / / / w AF
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ROOFTOP MOUNTED TOP VIEW FRONT VIEW SIDE VIEW REV DATE DESCRIPTION BY
FRP SCREEN WALL 24"x36" SCALE: NTS 8 CABLE TRAY 24"x36" SCALE: NTS 5 PROPOSED 6 1-011 PANEL ANTENNA 24"x36" SCALE: NTS 2 11"x17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS
RAYCAP DC12-48-60-0-25E MFR'S STANDARD
MANUFACTURER: ERICSSON MOUNTING BRACKETS
NOTE: DIMENSIONS, HxWxD: 18.17"x20.06"x6.37" MODEL NO.: RRUS B30 1. THE GPS ANTENNA MOUNT IS DIMENSIONS (HXWXD): 27.2" X 12.1" X 7.0" INCHES ~ -1 0.. GPS-TMR-HR-26NCM UNIT I= ~ DESIGNED TO FASTEN TO A WEIGHT: 56.3 lbs WEIGHT (WITHOUT MOUNTING): 60 LBS (23 KG) :» ::;;
STANDARD 1"0, SCH. 40, I ~
GALVANIZED S.S. STEEL PIPE. THE ~L (f)
PIPE MUST NOT BE THREADED AT @to<%@ I= ~ RRU WITH SUNSHIELD 7 --'
THE ANTENNA MOUNT END. THE PIPE SPECIFICATIONS P1000 UNISTRUT AS ..,:
GPS·TMG-LMNT ANTENNA MOUNT ATTACHED ----------7 I z
SHALL BE CUT TO THE REQ'D ?i1 TO 1"0 PIPE ALTERNATE ATTACHMENT 0 HEIGHT 5'
LENGTH USING A HAND OR ROTARY l7 1o a:'. 12.1" I (f)
PIPE CUTTER TO ASSURE A SMOOTH L
I I
_J (f) WIDTH 3.2" ~ (.) I TOP VIEW w 11;.,. " 21.00 I u... AND PERPENDICULAR CUT. A HACK
( " WEIGHT 0.6 LBS 0 .I> V 1" DIA (SCH 40) STAINLESS STEEL OR GALV SAW SHALL NOT BE USED. THE CUT 0:::
(""
PIPE 70" (L PIPE END SHALL BE DEBARRED. 20.00 LJ 1 / MFR'S STANDARD c_..-
2. IT IS CRITICAL THAT THE GPS ' 18.17 ' I MOUNTING BRACKETS IT IS A VlOLATlON OF LAW FOR l>NY PERSON,
ANTENNA IS MOUNTED SUCH THAT IT ' UNLESS THEY ARE ACTING UNDER THE DIRECTION
IS WITHIN 2 DEGREES OF VERTICAL I [ ="-> c'=.a OF A LICENSED PROFESSIONAL ENGINEER, TO
AND THE BASE OF THE ANTENNA IS r OBSTRUCTIONS MUST BE BELOW -~ ~ ALTER THIS DOCUMENT.
15'
WITHIN 2° OF LEVEL.
0 ffi 0 C'! SUN SHIELD GPS 3. DO NOT SWEEP TEST GPS ANTENNA. ~ r--N MINIMUM OF 75% OR 270• IN w ANY DIRECTION -' f--
<D f--0 DETAILS -j 0 0 f--0 -i 0 w ... i\lll -N w N I N (f) -~ ~~ ~~ l ~~ P1000 UNISTRUT AS
ALTERNATE ATTACHMENT --~
0 ffi 0 ~ -l's a:'. I _J 0::: ~ (.) I I I w ________ __J Le: en ::;; 91_ 11 IH I II II I L__J L__J L__J II II FRONT VIEW SIDE VIEW :::, D-1 z
f--
24"x36" 24"x36" SCALE: NTS 24"x36" w
GPSANTENNA SCALE: NTS 7 DC-12 SURGE SUPPRESSOR 4 PROPOSED ERICSSON RRUS SCALE: NTS 1 w
11"x17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS I
(f)
---------