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Home My WebLink AboutCD 16-10; T-Mobile Carlsbad High School; Planning CommissionSITE NUMBER: SD02295A SITE NAME: SITE TYPE: CARLSBAD HIGH SCHOOL LIGHT STANDARD PROJECT SUMMARY: SITE ADDRESS: GEODETIC COORDINATES: 3557 MONROE STREET CARLSBAD, CA 92008 PROPERTY OWNER: CARLSBAD UNIFIED SCHOOL DISTRICT 622:: L.L CAMINO REAL C/,RLSBAD, CA 92009 CJNTACT: - PHONE: (760) 331-5022 APPLICANT: JOSEPH ROSE, SITE DEVELOPMENT MANAGER (858) 334-6112 T -MOBILE WEST LLC 10509 VISTA SORENTO PKWY, STE. 206 SAN DIEGO, CALIFORNIA 92121 LATITUDE: LONGITUDE: PROJECT DESCRIPTION (702Cu -RFDS V.2): 33.1 6451 000 -117.32986000 THIS PROJECT INCLUDES THE MODIFICATIONS :'J AN EXISTING T -MOBILE WIRELESS FACILITY, INCLUDING: • ADD (3) NEW 8' -0" DUAL 700MHz ANTENNAS ON THE EXISTING ANTENNA STRUCTURE • ADD (3) NEW 700MHz RRUS11 B 12 TO A NEW H-FRAME IN (E) LEASE AREA • INSTALL XMU • USE SPARE HCS FIBER AND POWER CAPACITY NO A/C ELECTRICAL WORK IS PROPOSED BUILDING SUMMARY: OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: ZONING: ASSESSORS PARCEL NUMBER: B (TELEPHONE EXCHANGE) V-B OS 205-140-35-00 CONSULTING TEAM: SAC/ZONING/PERMITTING: SMA~:TLINK, LLC 18401 VON KARMAN AVE, SUITE 400 IRVINE, CA 92612 CONTACT: SHAUNA ZUKLE PHONE: (714) 719-0521 EMAIL: shauna.zukle@smartlinkllc.com ARCHITECTURAL & ENGINEERING: INFINIGY 26455 RANCHO PKWY SOUTH LAKE FOREST, CA 92630 CONTACT: DAN CONNELL PHONE: (949) 306-4644 i II I SHEET INDEX: SHEET NUMBER: DESCRIPTION: TITLE SHEET T-1 T-2 A-1 A-2 A-3 A-3.1 A-4 ABBREVIATIONS, SYMBOLS, GENERAL SITE PLAN AND ENLARGED PLAN NOTES & SPECIFICATIONS (E) AND (P) ANTENNA LAYOUTS ARCHITECTURAL ELEVATIONS ARCHITECTURAL ELEVATIONS ARCHITECTURAL DETAILS ...,., ..... ,.' &#''"'' ..... . .............. ,., .. .... ,~. .... ---~- APPROVALS: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. PRINT NAME SIGNATURE LANDLORD DATE DEVELOP. MGR ______ -------______ _ CONST. MGR ZONING MGR RF ENGINEER OPERATIONS SAC REP. UTILITIES CITY: COUNTY: ® CARLSBAD SAN DIEGO JURISDICTION: CITY OF CARLSBAD VICINITY MAP: DRIVING DIRECTIONS: DIRECTIONS FROM THE LOCAL T -MOBILE OFFICE: 1. START OUT GOING SOUTHEAST ON MCGAW AVE TOWARD VON KARMAN AVE. 2. TAKE THE 3RD RIGHT ONTO JAMBOREE RD. 3. MERGE ONTO 1-405 S/SAN DIEGO FWY S TOWARD SAN DIEGO. 4. MERGE ONTO 1-5 S VIA THE EXIT ON THE LEFT. 5. TAKE THE CARLSBAD VILLAGE DR/ELM AVE EXIT, EXIT 50. 6. TURN LEFT ONTO CARLSBAD VILLAGE DR. 7. TURN RIGHT ONTO MONROE ST. 8. THE SITE IS ON THE RIGHT APPLICABLE CODES BUILDING CODE: CALIFORNIA BUILDING CODE 2013 ALL WORK IS TO COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE (CBC) TIA/EIA-222-1996-F LIFE SAFETY CODE NFPA-1 01, 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS AISC -CONSTRUCTION MANUAL, 9TH EDITION OR LATER. CEC (CALIFORNIA ELECTRICAL CODE) 2013 -~-·-·: """" ~-... _; "; -~ ., :-~~ "' e' "" ···~· ,< ' ·'M._o r~UG 18 2016 ~··Mobile·® PLANS PREPARED BY: INFINIGY2~;r~:: 26455 RANCHO PKWY. SOUTH LAKE FOREST, CA 92630 OFFICE# (949) 753-8807 FAX# (949) 753-8833 CONSULTING GROUP: smartlink 18401 VON KARMAN AVE, STE 400 IRVINE, CA 92612 NO. 1 DATE: 03/31/16 DESCRIPTION:~ BY: 90% co's I HL 2 04/08/16 100% CD'S 3 06/27/16 1 oo% co's SITE INFORMATION: SEAL: CARLSBAD HIGH SCHOOL SD02295A 3557 MONROE STREET CARLSBAD, CA 92008 AUG 1 6 2016 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 JPC JPC ABBREVIATIONS AB AC AIC AbJ A. F. F. ARCH APPROX A.G.L. A.M.S.L. BD BLDG BLKG BOT BSMT BTS c CEM CL CLG CLR COL CONC CONST CONT CORR co DIA DBL DEPT DEMO DIM DN DR DTL DWG ~ ELEC ELEV EQUIP EXP EXT FA FB FF FH FIN FLR FOS FS FT FTG FW F.G. FUT GA GALV GL GR GYP GFCI GND HC HDW HTR HM HORIZ HR HT HV ID INS INT JT ANCHOR BOLT ASPHALTIC CONCRETE AIR CONDITIONING ADJUSTABLE ABOVE FINISH FLOOR ARCHITECTURAL APPROXIMATELY ABOVE GRADE LEVEL ABOVE MEAN SEA LEVEL BOARD BUILDING BLOCKING BOTIOM BASEMENT BASE TRANSCEIVER STATION COURSE(S) CEMENT CHAIN LINK CEILING CLEAR COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CONDUIT ONLY DIAMETER DOUBLE DEPARTMENT DEMOLITION DIMENSION DOWN DOOR DETAIL DRAWING EXISTING EACH ELECTRIC ELEVATION EQUIPMENT EXPANSION EXTERIOR FIRE ALARM FLAT BAR FINISH FLOOR FLAT HEAD FINISH(ED) FLOOR FACE OF STUDS FINISH SURFACE FOOT, FEET FOOTING FINISH WALL FINISH GRADE FUTURE GAUGE GALVANIZED GLASS GRADE GYPSUM GROUND FAULT CIRCUIT INTERRUPT GROUND HOLLOW CORE HARDWARE HEATER HOLLOW METAL HORIZONTAL HOUR HEIGHT HIGH VOLTAGE INSIDE DIMENSION INSULATION INTERIOR JOINT LAM LBS LT LA LNA MFR MAT MAX MECH MIN MISC ML MO MS ~TD MTL Wd NO NTS OA o.c. OPNG OPP PARTN PL PLAS PLYWD POC PROP:.- PT R REQD RD RM RMS RO sc SCHED SECT SHT SIM SPECS ss STL STOR STRUCT SUSP sw SWBO THK Tl TMA TOS TS TYP UNO VCT VERT V.I.F. VG ~6 WR WT XFMR @ [ ~ L. ft. SYMBOLS: A ./x"l\.. SECTION NUMBER SHEET NUMBER ~DETAIL NUMBER ~SHEET NUMBER SECTION NUMBER SHEET NUMBER ~DETAIL NUMBER ~SHEET NUMBER I I LAMINATED POUNDS LIGHT LIGHTNING ARRESTOR LOW NOISE AMPLIFIER MANUFACTURER MATERIAL MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS METAL LATH MASONRY OPENING MACHINE SCREW MOUNTED METAL NEW NOT IN CONTRACT NUMBER NOT TO SCALE OVERALL ON CENTER OPENING OPPOSITE PARTITION PLATE PLASTER PLYWOOD POINT OF CONNECTION PROPERTY PRESSURE TREATED RISER REQUIRED ROOF DRAIN ROOM ROOMS ROUGH OPENING SOLID CORE SCHEDULE SECTION SHEET SIMILAR SPECIFICATIONS STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED SWITCH SWITCHBOARD THICK TENANT IMPROVEMENT TOWER MOUNTED AMPLIFIER TOP OF SURFACE TUBE STEEL TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD VERTICAL GRAIN WITH WOOD WATER RESISTANT WEIGHT TRANSFORMER AT CHANNEL CENTERLINE ANGLE PROPERTY LINE BUILDING SECTION REFERENCE DETAIL REFERENCE DETAIL SECTION REFERENCE EXTERIOR ELEVATION REFERENCE KEY NOTE REFERENCE -------PROPERTY LINE ( X ) DOOR NUMBER )( )( )( FENCING I X I AREA AND/OR ROOM NUMBER -E-E-E-E-ELECTRICAL SERVICE MECHANICAL UNIT -T-T-T-T-TELCO SERVICE SCALE: ABBREVIATIONS & SYMBOLS 1 N.T.S. GENERAL 1. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITIEN SPECIFICATIONS. 2. THE CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS SPECIFICATIONS, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATIENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT/ENGINEER. 3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILIT!":S CAUSED DURING THE EXECUTION OF THE WORK. 4. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS-BUILT CHANGES, REVISIONS, ADDENDUM'S, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT DRAWINGS TO THE ARCHITECT/ENGINEER AT THE CONCLUSION OF THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE FROM START OF PROJECT TO COMPLETION OF PROJECT. 6. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES. 7. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE 2013 CBC AND ALL OTHER GOVERNING CODES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR PROVIDE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. 9. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. 11. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS. 13. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 14. NEW CONSTRUCTION ADDED TO EXISTiNG CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. 15. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STAN:JARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 16. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 17. ALL DEBRIS AND REFUGE IS TO BE REMOVED FROM THE PROJECT DAILY. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES. 18. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING THE ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATIONS. 19. THE ENGINEER SHALL NOT BE RESPONSIBLE FO(' THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBiLITY OF THE CONTRACTOR. 20. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREGF. 21. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSION, ELEVATION, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTION OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. AND DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATIENTION OF THE ARCHITECT/ ENGINEER. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 24. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT/ ENGINEER. UNAUTHORIZED CHANGES RENDER THESE DRAWINGS VOID. 25. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVC: THE CONTRACTOR AND/OR HIS SUB-CONTRACTCRS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 10. GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS, PRIOR TO STARTING WORK. GENERAL NOTES & SPECIFICATIONS SITE PREPAI\TION NOTES: 1. THE PREPARAON OF THE SITE FOR CONSTRUCTION SHALL INCLUDE THE REMOVAL OF ALl BROKEN CONCRETE, TREE TRUNKS AND ANY OTHER DEBRIS THAT WOULD BE DAM;;ING TO THE FOOTINGS OF THE NEW STRUCTURE. 2. BACK FILLINGAT TRENCHES SHALL BE OF CLEAN, STERILE SOIL HAViNG A SAND EQUIVALENT OF 0 OR GREATER. BACK FILLING SHALL BE DONE IN 8 INCH LAYERS, MOISTURE COND'IONED AND PROPERLY COMPACTED. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCHTHAT NO PONDING OCCURS. 3. ALL FOUNDA10N FOOTINGS SHALL EXTEND INTO AND BEAR AGAINST NATURAL UNDISTURBED SilL OR APPROVED COMPACTED FILL. FOOTINGS SHALL EXTEND INTO SOIL DEPTH AS NDICATED IN PLANS. 4. SHOULD ANY LOOSE FILL, EXPANSIVE SOIL, GROUND WATER OR ANY OTHER UNEXPECTED COIDITIONS BE ENCOUNTERED DURING THE EXCAVATION FOR THE NEW FOUI'iDATiOI'i, THI ARCHITECT /t:NGiNEEC\ SriALL BE NOTIFIED AND ALL FOUNLiATION WORK SHALL CE\SE IMMEDIATELY. 5. WITHIN AN ArEA A MINIMUM OF 5 FEET BEYOND THE BUILDING LIMITS, EXCAVATE A MINIMUM OF 4" OF EXISTING SOIL. REMOVE ALL ORGANICS, PAVEMENT, ROOTS, DEBRIS AND OTI-ERWISE UNSUITABLE MATERIAL. 6. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROBING OR TESTING TO ~HECK FOR POCKETS OF SOFT OR UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOil AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. 7. PROOFROLL 1HE SURFACE OF THE EXPOSED SUBGRADE WITH A LOADED TANDEM AXLE DUMP TRUCK. REMOVE ALL SOILS WHICH PUMP OR DO NOT COMPACT PROPERLY AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. 8. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 8" LOOSE LIFTS AND THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-698. COMPACT TO A MINIMUM OF 90% RELATIVE COMPACTION 9. THE STRUCTURAL DRAWINGS HERE IN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. 11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATIAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 12. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. SUBMITIALS: SUBMITIALS: SUBMITTALS FOR SHOP DRAWINGS, MILL TESTS, PRODUCT DATA, ETC. FOR ITEMS DESIGNED BY THE ARCHITECT/ ENGINEER OF RECORD SHALL BE MADE TO THE ARCHITECT /ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE SUBMITIAL BEFORE FORWARDING TO THE ARCHITECT. SUBMITIALS SHALL BE MADE IN ADVANCED TO ARCHITECT -ENGINEER. SUBMITIALS REQUIRED FOR EACH SECTION OF THESE NOTES ARE SPECIFIED IN THAT SECTION. SHOP DRAWING REVIEW: REVIEW BY THE ARCHITECT/ENGINEER IS FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NOR DEPARTURES THRERFROM. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTION FABRICATION PROCESSES. ACCESSIBILI1Y NOTE: THE TELECOMMUNICATIONS EQUIPMENT SPACE SHOWN HEREON THESE PLANS IS NOT CUSTOMARILY OCCUPIED. WORK TO BE PERFORMED IN THIS FACILITY CANNOT REASONABLY BE PERFORMED BY PERSONS WITH A SEVERE IMPAIRMENT: MOBILITY, SIGHT, AND/OR HEARING. THEREFORE, PER 2013 CALIFORNIA BUILDING CODE SECTION 11 03B.1 EXCEPTION 1, THIS FACILITY SHALL BE EXEMPTED FROM ALL TITLE 24 ACCESS REQUIREMENTS. BID WALK NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONSTRUCTION CONDITIONS BEFORE SUBMITIAL OF FINAL BIDS, START OF CONSTRUCTION AND/OR FABRICATION. AFTER THOROUGHLY EXAMINING THE PLANS AND EXISTING SITE CONDITIONS NOTIFY THE ENGINEER IN WRITING OF ANY OMISIONS/DISCREPANCIES, OR ANY ITEMS NEEDING CLARIFICATION PRIOR TO SUBMITIING FINAL BIDS. 2. IF THE ENGINEER IS NOT NOTIFIED OF ANY OMISIONS/DISCREPANCIES OR CLAR,FICATICNS IN WRITING AS DESCRiBED :;~ #1 IT WiLL BE CONFIRMED TnAT THE CONTRACTOR HAS CONSIDERED ALL ITEMS THAT WILL AFFECT THE COST OF THE CONSTRUCTION OF THE SITE UNDER THE MOST STRINGENT CONDITIONS. THE CONTRACTOR WILL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION AFTER FINAL BIDS HAVE BEEN SUBMITIED AND AWARDED FROM CARRIER. STRUCTURAL STEEL: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION, WHICH INCLUDES THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD PRACTICE AND THE AWS STRUCTURAL WELDING CODE. IDENTIFY AND MMZK STEEL PER CBC 2203. 2. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER/ARCHITECT PRIOR TO FABRICATION. 3. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH NON-SHRINK, NON-FERROUS GROUT. MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 28 DAYS. ALL SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO GROUTING. 4. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. 5. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. NO CUTIING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITIED WITHOUT PRIOR CONSENT OF THIS ENGINEER. 6. WELDING: CONFORM TO AWS D1 1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. 7. BOLTING: ASTM A307 BOLTS SHALL BE INSTALLED "SNUG TIGHT" PER AISC. SECTION RCSC 8(C) ASTM A325 BOLTS SHALL CONFORM TO THE RCSC SPECIFICATION SECTION 8 (D). 8. FABRICATION: CONFORM TO AISC SPECIFICATION SEC M2 "FABRICATION" AND AISC CODE SEC 6 "FABRICATION AND DELIVERY" PERFORM WORK ON PREMISES OF A FABRICATOR APPROVED BY THE BUILDING OFFICIAL. 9. GALVANIZING: ALL EXPOSED STEEL OUTSIDE THE BUILDING ENVELOPE SHALL BE HOT -DIPPED GALVANIZED. APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. PER ASTM A153. STRUCTURAL STEEL: MATERIALS: CONFORM TO ANCHOR BOLTS (HEADED): ANCHOR BOLTS (J-TYPE): BARS & PLATES: BOLTS: C-, M-, AND ANGLE SHAPES: ASTM A307 ASTM A36 ASTM A36 ASTM A307 ASTM A36 DEFORMED WELDED WIRE FABRIC: ASTM A497 EPOXY & EXPANSION ANCHORS: HILTI OR EQUIVALENT GROUT: EMBECO OR EQUIVALENT HIGH-STRENGTH BOLTS: ASTM A325SC OR (A325N) OTHER STRUCTURAL SHAPES: ASTM A3E REINFORCING BARS: ASTM A615. GRADE 60, DEFORMED BARS SMOOTH WELDED WIRE FABRIC: ASTM A 185 STRUCTURAL WF SHAPES: ASTM A572-GR50 STEEL PIPE: ASTM A53, GRADE B TIE WIRE: 1 6.5 GAGE OR HEAVIER, BLACK ANNEALED TUBE STEEL & PIPE COLUMNS: ASTM A500, GRADE B WELDING ELECTRODES: E70XX W -SHAPES: ASTM A992, GRADE 50 STRUCTURAL STEEL NOTES: 1. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTIING AT THE SITE IS NOT PERMITIED. 2. ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS, HOLD-DOWNS, POST BASES, FRAMING CAPS, HANGER AND OTHER MISCELLANEOUS STRUCTURAL METALS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL. SCALE: N.T.S. 2 r.P · ·Mobile·® -PLANS PREPARED BY: 26455 RANCHO PKWY. SOUTH LAKE FOREST, CA 92630 OFFICE# (949) 753-8807 FAX# (949) 753-8833 -CONSULTING GROUP: smartlink 18401 VON KARMAN AVE, STE 400 IRVINE, CA 92612 NO.--DATE: DESCRIPTION: 90% CD'S 1 03/31/16 2 04/08/16 100% CD'S 3 06/27/16 100% CD'S r-SITE INFORMATION: CARLSBAD HIGH SCHOOL BY: HL JPC JPC SD02295A r-SEAL: 3557 MONROE STREET CARLSBAD, CA 92008 AUG 1 6 2016 -SHEET TITLE: ABBREVIATIONS, SYMBOLS, GENERAL NOTES & SPECIFICATIONS -SHEET NUMBER: T-2 ___ .. -- SECTOR 'A' EB (E) & (N) T-MOBILE EQUIPMENT AND ANTENNAS TO BE MODIFIED (DSA A#: 04-11 0398) (E) T -MOBILE U/G CONDUITS 0 SECTOR 'c' 230° (E) GYMNASIUM-------"..,.-~ (DSA#: A04-18114) SITE PLAN 0 {E) BUILDING 300[1---_; (DSA#: A04-100880) 0 (E) BUILDING _________ ..J (DSA#: A04-1 06582) (E) BUILDING Rnn-----------_J (DSA#: A04-58949) SITE ACCESS .-----lEI STADIUM BLEACHERS A04-1 09078) NOTj:: SITE PLAN IS PRELIMINARY I AND DONE WITHOUT THE BENEFIT OF A SURVEY. . ' . ~-· '"· T-MOBILE U/G POWER CONDUITS (E) . GYMNASIUM BUIUOING .. (DSA#: A04-'1 00908) . . ~-(E) BUILDING 5000 (DSA#: A04-11 0217) 'v--IE1 CULTURAL ARTS CENTER AG4-42418) SECTOR 'B' 110° BUIUOING 200c A04-52199) SCALE:. =90- : ~7 ;·•: 1: '--· ;~ : ' ·: . . _,_ ' -; ,._,·, ... ··! 1 ' • 1 " I " I . ' (E) LIGHT STANDARD ':. ·. • C) • I $> ENLARGED PLAN ·-·----~-- NEW H-FRAME WITH RRUS11-B12 (3 TOTAL) '----(E) 4'W. ACCESS GATE '------(E) CHAIN LINK FENCE 1 "---'(E) & (N) T -MOBILE ANTENNAS TO BE MODIFIED (Iif!iJ SCALE: 1 =1 -0" 4 ' C) • I "':> 6 (E) 3'W. ACCESS GATE 13"5' ~ 2 0 2' 4' ~··Mobile·® PLANS PREPARED BY: IN Fl N IGY8 ~~:~:: 26455 RANCHO PKWY. SOUTH LAKE FOREST, CA 92630 OFFICE # (949) 753-8807 FAX# (949) 753-8833 CONSULTING GROUP: smartlink 18401 VON KARMAN AVE, STE 400 IRVINE, CA 92612 NO. DATE: DESCRIPTION: BY: 1 03/31/16 90% CD'S 2 04/08/16 100% CD'S 3 06/27/16 100% CD'S 4 09/26/16 100% co's SITE INFORMATION: SEAL: CARLSBAD HIGH SCHOOL SD02295A 3557 MONROE STREET CARLSBAD, CA 92008 SEP 2 7 2016 SHEET TITLE: SITE PLAN AND ENLARGED PLAN SHEET NUMBER: A-1 ---··-·----- HL JPC JPC GN •;i' ---· {E) LIGHT POLE-------, {E) T-MOBILE AIR21 PANEL ANTENNAS TTO,~v~ REMAIN {2 PER SECTOR, 6 TOTAL} {E) T-MOBILE 1WIN AWS TMAS TO BE----... REMOVED {1 PER SECTOR, 3 TOTAL} {E) EMPTY PIPE MOUNTS ____ ..f {E) CHAIN LINK FENCIE---, {E) T -MOBILE EQUIPMENT CABI~IETS-, ' -- 1--- 1--- 1--- ---------------. !&lr e • 0 m ~ ~ I "' --------------~~~ ~c=C=~~~ ~~ ~=-s· L-~{E~}-~N_IS_HE_D_G~_D_E ____ L--L_~~ EXISTING SOUTHWEST ELEVATION SCALE: ~ 3/16"= 1 '-0" 0 2' 4' 6' ! 2 {E) LIGHT POLE------~ (E) T-MOBILE AIR21 PANEL ANTENNAS TO--... REMAIN {2 PER SECTOR, 6 TOTAL} {N} T-MOBILE 8'-0" TALL DUAL 700MHZ ANTENNAS {1 PER SECTOR, 3 TOTAL} 7 {E) EMPTY PIPE MOUNTS ____ J {E) CHAIN LINK ITNCE----.. {E) T -MOBILE EQUIPMENT CABII~ lETS-, ~ II ~ 11 PROPOSED SOUTHWEST ELEVATION / 1-- - - ! c;-- ' ' 1!282 ---------------. {E) ~NISHffi G~DE \_ INSTALL NEW H-FRAME FOR RRUS INSIDE {E) EQUIPMENT LEASE AREA • 0 I "' SCALE: ~ 3/16"=1'-o" o 2' 4' 6' 1 ~··Mobile·® -PLANS PREPARED BY: 26455 RANCHO PKWY. SOUTH LAKE FOREST, CA 92630 OFFICE# (949) 753-8807 FAX# (949) 753-8833 -CONSULTING GROUP: smartlink 18401 VON KARMAN AVE, STE 400 IRVINE, CA 92612 NO.--DATE: DESCRIPTION: 90% CD'S BY: 1 03/31/16 2 04/08/16 100% CD'S 3 06/27/16 100% CD'S r-SITE INFORMATION: r-SEAL: CARLSBAD HIGH SCHOOL SD02295A 3557 MONROE STREET CARLSBAD, CA 92008 HL JPC JPC AUG 1 6 2016 -SHEET TITLE: ARCHITECTURAL ELEVATIONS -SHEET NUMBER: A-3 (E) UGHT PPOOIL' IE"-------~ (E) T-MOBILE TWIN AWS TMAS TO BE----. REMOVED (1 PER SECTOR, 3 TOTAL) r_J_V V Y Y y-"-y \ ~ "" / "" / " / ""'--~/ \D "" / r v_J_v "" / "" / ""'---· __./ (E) T-MOBILE AIR21 PANEL ANTENNAS TO>~ REMAIN (2 PER SECTOR, 6 TOTAL) NF=~F=~F=l --------------· (E) EMPlY PIPE MOUNTS ___ _____... ---- (E) CHAIN UNK FEri"~CE-------, (E) T-MOBILE EQUIPMENT I ~~- ~~~I • 'i' "' ---~~~II ~~-~--~==L_ ______ _B~~~ ____ _L_L_i ~ (E) FINISHED GRADE EXISTING NORTHWEST ELEVATION SCALE: ~ 3/16"=1 '-0" 0 2' 4' 6' 2 (E) UGHT POLE---~ (N) T -MOBILE 8' -0" TALL DUAL 700MHZ ANTENNAS (1 PER SECTOR, 3 TOTAL) (E) T-MOBILE AIR21 PANEL ANTENNAS TO-~ REMAIN (2 PER SECTOR, 6 TOTAL) ~ ~ = ll=ll==l L, (E) EMPlY PIPE MOUNTS _________ _} (E) CHAIN UNK rFFic.,~r.,Fc'---~ (E) T -MOBILE EQUIPMENT ~CABINETS--, 1111'1882811 INSTALL NEW H-FRAME FOR. ~ RRUS INSIDE (E) EQUIPMENT ~ LEASE AREA ~ . ?51:11 ~Blm • 0 I "' PROPOSED NORTHWEST ELEVATION "'' "---' ----···------· --·--··--.. -------------------------- = ---------------. (E) FlNISHED GRADE SCALE: ~ 3/16"=1'-0" 0 2' 4' 6' 1 ~··Mobile·® r-PLANS PREPARED BY: 26455 RANCHO PKWY. SOUTH LAKE FOREST, CA 92630 OFFICE# (949) 753-8807 FAX# (949) 753-8833 -CONSULTING GROUP: smartlink 18401 VON KARMAN AVE, STE 400 IRVINE, CA 92612 NO.--DATE: DESCRIPTION: BY: 1 03/31/16 90% CD'S HL 2 04/08/16 100% CD'S 3 06/27/16 100% CD'S r-SITE INFORMATION: .-SEAL: CARLSBAD HIGH SCHOOL SD02295A 3557 MONROE STREET CARLSBAD, CA 92008 JPC JPC 1\UG 1 6 2016 -SHEET TITLE: ARCHITECTURAL ELEVATIONS -SHEET NUMBER: A-3.1 ---------------_, .. ----------------------- SYMBOL LEGEND • EXOTHERMIC CONNECTION A MECHANICAL CONNECTION NEW AWG #2 GROUND WIRE ------/ -"" (E) MASTER GROUND BAR LOCATED Ao"""l'lfF"""'-NEAR EQUIPMENT AREA (N) T -MOBILE RRU DOD)~ 0 0 0 ~rr==='l1 0 0 0 0 0 0 0 0 I 1------(E) GROUND WIRE NEW AWG #6 GROUND WIRE----\--1~ ·--.o ~ "\ \ ll ~ jj_(_] F- (N) T -MOBILE PANEL ANTENNA ANTENNA I RRU GROUNDING NOT USED ~-UN I STRUT PIPE/CONDUIT CLAMP P111 9 OR P2558-35 (GALV.) (TYPICAL) FOLLOW MANUFACTURE RECOMMENDATIONS FOR BOLT TORQUE __.---3 1 /2" O.D. POST - SCALE: N.T.S. SCALE: N.TS. l r----(N) 3"¢ STANDARD WT. PIPE ,.IL--8=-"---,,r MAST 5/8" HOLE FOR 1/2"¢ KB-TZ W/ 3"---..., I I EM B. INTO (E) SlAB ( 4-TOTAL, ICC # ' ESR-1617, SPEC. INSP. REQ.) '!--1/ /.:._-+:J_--8---3fi61/ .., -t--ii---m-=-t_ 3 I 16 V 1. UTIUZE VALMONT -SITE PRO #SP126 PIPE COLUMN SUPPORT KIT OR APPROVED EQUAL 2. ALL COMPONENTS SHALL BE HOT-DIPPED GALVANIZED H-FRAME DETAIL ,___ . ; +~ . ~'----(N) 1/2"xB"x8" 6" ANCHORAGE DETAIL SCALE: N.T.S. STEEL PLATE 1 3 ----------·-·---·--------- 0 a w 0:: Ul <( ERICSSON RRUS11 812 DIMENSIONS, WxDxH: POWER CONSUMPTION: TOTAL WEIGHT: TEMPERATURE: RRUS11812 DETAIL MOUNTING BRACKET:~ PROVIDED BY MANUFACTURER Fc,.oi<'_~_">o~_,;~ 431 x182x500mm ( 1 6.9 6"x 7.1 6"x19 .69") 200 WATIS 50.7 lbs -40' TO 55' C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16.96" 111 o;o 0 0 000 0 I illlllllll n >---NEW RRUS11812 SCALE: 2 N.T.S. /_,--NEW RRUS11812 ,. MOUNTING BRACKET~ PROVIDED BY MANUFACTURER NEW UNISTRUT P1000 H-FRAME __ _] RRUS11812 MOUNTING DETAIL ' I I ' -.----------------' I ' i i ' I ' ! ' ! ! i : I ' I I : ' I ' 3/16 v ..:;·. ~- 5'-0" . '"':·~:~·-:: -----\ . . . . "" ·-·-·-- ! RRU RRU RRU I UNSITRUT P1000 AT TOP AND BOTTOM ,----(N) 4-1 /2"¢ HILT! KBTZ -SS WITH 3" EMBED, TYPICAL ., ~:. .<":\ :· LJ, -' ' '' ' ' I ' /1 I I :I . I "I SCALE: N.T.S. r---(N) UNISTRUT P1000 OR APPROVED EQUAL, TYPICAL ' -- 0 I -(_() SCALE: N.T.S. 4 6 MODEL (8') LNX -6515DS-A 1M FRONT VIEW 700MHz COMMSCOPE ANTENNAS HEIGHT, H (IN) 96.4 SIDE VIEW WIDTH, W (IN) 11 .9 J ( DEPTH, D (IN) 7.1 WEIGHT (LBS) 50.3 w I/ L~ RET ACTUATOR BACK VIEW TOP VIEW ATM200-A20 RET ACTUATOR WIDTH -71.1 MM I 2.8 IN DEPTH -53.3 MM I 2.1 IN HEIGHT -203.20 MM I 8.00 IN WEIGHT -0.2 KG I 0.5 LB N.T.S. 700 MHz ANTENNA DETAILS SCALE: ~ r ~!"' 1'-~'-.. NEW 3"¢ ANTENNA ~ MOUNTING PIPE (TYP) -~~ ~ ~ ~ ~!-< ~~~ ~ @"'-' I ~NEW ANTENNA MOUNTING : BRACKET (TYP) I I ~NEW ANTENNA (TYP) I I ~NEW ANTENNA MOUNTING V BRACKET (TYP) ~~I ~·'------1..-!'~"' ~>.. ~ N.T.S. ANTENNA/ RRU MOUNTING DETAIL SCALE: 5 7 ~··Mobile·® r-PLANS PREPARED BY: 26455 RANCHO PKWY. SOUTH LAKE FOREST, CA 92630 OFFICE# (949) 753-8807 FAX# (949) 753-8833 r-CONSULTING GROUP: smartlink 18401 VON KARMAN AVE, STE 400 IRVINE, CA 92612 NO.--DATE: DESCRIPTION: 90% CD'S BY: 1 03/31/16 2 04/08/16 100% CD'S 3 06/27/16 100% CD'S -SITE INFORMATION: -SEAL: CARLSBAD HIGH SCHOOL SD02295A 3557 MONROE STREET CARLSBAD, CA 92008 HL JPC JPC AUG 1 6 2016 -SHEET TITLE: ARCHITECTURAL DETAILS r-SHEET NUMBER: A-4