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Home My WebLink AboutCUP 2019-0001; LA COSTA RESERVOIR WCF; Administrative DeterminationSPECIAL INSPECTIONS 1 CONCRETE 13.1 VERIFY SOIL CONDrTIONS ARE SUBSTANTIALLY IN 2 BOLTS INSTALLED IN CONCRETE CONFORMANCE WITH THE SOIL INVESTIGATION REPORT 3 CONCRETE MOMENT-RESISTING SPACE FRAME 13.2 VERIFY THAT FOUNDATION EXCAVATIONS EXTEND TO 4 REINFORCING STEEL AND PRESTRESSING STEEL PROPER DEPTH AND BEARING STRATA 5.1 ALL STRUCTURAL WELDING 13.3 PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF 5.2 WELD TESTING DUCTILE MOMENT-RESISTING STEEL FRAME FILL, RELATIVE DENSITY, BEARING VALUES 5.3 WELDING REINFORCING STEEL 13.4 PROVIDE SOIL EXPANSION TEST RESULTS, EXPANSION 6 HIGH-STRENGTH BOLTING INDEX, RECOMMENDATIONS FOR FOUNDATIONS, ON- 7 STRUCTURAL MASONRY GRADE FLOOR SLAB DESIGN FOR EACH BUILDING SITE 8 REINFORCED GYPSUM CONCRETE 14 SMOKE CONTROL SYSTEM 9 INSULATING CONCRETE FILL 15 SPECIAL CASES (DESCRIBE) " 10 SPRAY-APPLIED FIREPROOFING 16 OFF-SITE FABRICATION OF BUILDING COMPONENTS 11 DEEP FOUNDATIONS (PILING, DRILLED & CAISSONS) 17 OTHER SPECIAL INSPECTIONS AS REQUIRED BY 12 SHOTCRETE DESIGNER NO. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, LOCATION, REMARKS. '· ',_: .R'aifi-fYari'flf~ii~J O 8¢$9':i. Gol}·CiU:r;l & Sp=ri ·: VICINITY MAP » v"., ... '. .u•v•.w• AVport '" " . N EB ~ .••. ~. CITY OF CARLSBAD Administrative Permit Case No. C-vP )019-Dl.fOj LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 ~~-;,--; )A,_ 'P" Date z;;7vEf- CONSULTANT TEAM CLIENTS REPRESENTATIVE: PLANCOM, INC. 302 STATE PLACE ESCONDIDO, CALIFORNIA 92029 PLANNING CONTACT: JILL CLEVELAND PHONE: (760) 420-4833 LEASING CONTACT: BRENT HELMING PHONE: (760) 533-6065 ARCHITECT: JEFFREY ROME & ASSOCIATES 131 INNOVATION DRIVE SUITE: 100 IRVINE, CALIFORNIA 92617 PHONE: (949) 760-3929 FAX: (949) 760-3931 CONTACT: JEFFREY ROME STRUCTURAL ENGINEER (SHELTER): ALL STATES ENGINEERING 23675 BIRTCHER DRIVE LAKE FOREST, CALIFORNIA 92630 PHONE: (949) 273-0996 FAX: (949) 606-7222 CONTACT: TUAN LE STRUCTURAL ENGINEER (TREEPOLE): SOLAR COMMUNICATIONS INTERNATIONAL, INC. 8885 RIO SAN DIEGO DRIVE SUITE: 207 SAN DIEGO, CALIFORNIA 92108 PHONE: (619) 243-2750 FAX: (619) 243-2749 CONTACT: STEPHEN HOLBORN LEGAL DESCRIPTION IN THE STATE OF CALIFORNIA, COUNTY OF SAN DIEGO, CITY OF CARLSBAD, BEING A PORTION OF PARCEL 4 OF PARCEL MAP 10179 ON FILE IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A PORTION OF SECTION 30, TOWNSHIP 12 SOUTH, RANGE 3 WEST, S.B.M. NOTES THE PROPOSED WIRELESS FACILITY COMPLIES WrTH FEDERAL STANDARDS FOR RADIO FREQUENCIES IN ACCORDANCE WITH THE TELECOMMUNICATIONS ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY THE STATE OR FEDERAL REGULATORY AGENCIES. DEVELOPMENT SUMMARY APPLICANT: OWNER: EXISTING USE: PROPOSED USE: OTHER ON-SITE TEUECOM FACILITIES: ASSESSORS PARCEL NUMBER: EXISTING ZONING: PROPOSED PROJECT AREA: EXISTING lYPE OF CONSTRUCTION: PROPOSED lYPE OF CONSTRUCTION: EXISTING OCCUPANCY: PROPOSED OCCUPANCY: JURISDICTION: VERIZON WIRELSS 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CARLSBAD, CALIFORNIA 92008 CONTACT: ERIC SANDERS, WATER UTILrTIES MANAGER (760) 438-2722 *7151 COMMERCIAL UNMANNED WIRELESS FACILITY COMMERCIAL UNMANNED WIRELESS FACILITY NONE 223-792-19 P-C (PLANNED COMMUNITY) TBO SQ.FT. EQUIPMENT ROOM V-B, NON RATED (UNSPRINKLEFiED) V-B, NON RATED (UNSPRINKLERED) UNMANNED TELECOMMUNICATIONS FACILITY UNMANNED TELECOMMUNICATIONS FACILITY CITY OF CARLSBAD PROJECT DESCRIPTION VZW PROPOSES TO MODIFY AN UNOCCUPIED TELECOMMUNICATIONS FACILITY. • REMOVE EXISTING 40' -0" MONOPOLE. • INSTALL 61 '-0" MONOEUCALYPTUS TREE WITH THREE SECTORS OF VZW ANTENNAS, 4 NEW ANTENNAS PER SECTOR (FOR A TOTAL OF 12 ANTENNAS). • INSTALL (N) (3) DUAL MOUNT ANTENNA BRACKETS. • EXISTING 30'x12' VZW EQUIPMENT SHELTER TO REMAIN. INSTALL DECORATIVE TILE HIP ROOF ON SHELTER & REMOVE ANO INSTALL (N) MECHANICAL UNITS. • INSTALL (3) (N) RAYCAPS NEAR ANTENNAS. • INSTALL (2) (N) RAYCAPS IN SHELTER. • INSTALL (12) (N) RRU'S NEAR ANTENNAS. • INSTALL (6) (N) 1-5/8"¢ COAXIAL CABLES, (3) (N) 6X12 HYBRID CABLES ANO (N) WAVEGUIDE CABLES FOR RE-LOCATED MICROWAVE ANTENNAS. • RELOCATE (2) VZW MICROWAVE DISH ANTENNAS (FOR TELCO SERVICE FEED) TO NEW 61 '-0" HIGH STEEL MONOEUCALYPTUS. • INSTALLATION OF FIBER CONDUIT & HAND HOLES FROM PAVED ROAD TO VERIZON EQUIPMENT SHELTER. TOTALS AT THE ENO OF THE MODIFICATION: (12) VZW ANTENNAS. (12) VZW RRU'S. SHEET INDEX T -1 TITLE SHEET T-2 SPECIFICATIONS AND NOTES LS-1 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY) LS-2 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY) A-0 A-0.1 A-1 A-2 A-2.1 A-3 A-4 A-4.1 A-5 A-6 A-7 A-8 AREA AND SITE PLAN FIBER ROUTE PLAN EQUIPMENT ENCLOSURE PLAN EQUIPMENT FLOOR PLAN & ROOF PLAN ANTENNA PLAN & FAUX EUCALYPTUS TREE ELEVATION EXTERIOR ELEVATIONS EQUIPMENT SHELTER ELEVATIONS EQUIPMENT SHELTER SECTIONS SITE SECTIONS DETAILS DETAILS SHELTER FINISH DETAILS APPLICABLE CODES ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: CALIFORNIA FIRE CODE, 2016 EDITION . CALIFORNIA BUILDING CODE, 2016 EDITION CALIFORNIA PLUMBING CODE, 2016 EDITION CALIFORNIA MECHANICAL CODE, 2016 EDITION CALIFORNIA ELECTRICAL CODE, 2016 EDITION CALIFORNIA GREEN BUILDING CODE, 2016 EDITION IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL ACCESSIBILITY DISCLAIMER THIS PROJECT IS AN UNOCCUPIED WIRELESS PCS TELECOMMUNICATIONS FACILITY AND, IS EXEMPT FROM DISABLED ACCESS REQUIREMENTS. SCALE THE DRAWING SCALES SHOWN IN THIS SET REPRESENT THE CORRECT SCALE ONLY WHEN THESE DRAWINGS ARE PRINTED IN A 24"X36" FORMAT. IF THIS DRAWING SET IS NOT 24"X36", THIS SET IS NOT TO SCALE. PROJECT #CUP 2019-0001 Jeffrey Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irviner California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. R.F. PREPARED FOR verizon✓ ( 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 / APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COST A RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 01/02/19 03/04/19 DRAWING DATES PLANNING SUBMITTAL (P1) PLANNING COMMENTS (P2) SHEET TITLE TITLE SHEET T-1 JRA JOB NUMBER: 161663 , ... ---------------------------- r GENERAL SPECIFICATIONS 1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDlllONS OF THE CONTRACT FOR CONSTRUCTION" ARE INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. 2. THIS FACIUTY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE ANO IS EXEMPT FROM DISABLED ACCESS REQUIREMENTS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS PARTICIPATING SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION, ELECTRICAL, MECHANICAL AND STRUCTURAL INSTALLATIONS, AS WELL AS WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS AND SHALL CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY VERIZON WIRELESS CONSTRUCTION MANAGER AND THE ARCHITECT IN WRITING. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS SPECIFICALLY DIRECTED OTHERWISE. IF A DISCREPANCY EXISTS AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED, THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. 4. DRAWINGS SHALL NOT BE SCALED. THESE DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC ONLY. FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. CONTRACTOR SHALL CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS, OR BEGIN ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 5. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. 6. CONTRACTOR SHALL NOTIFY THE VERIZON WIRELESS CONSTRUCTION MANAGER, THE PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED IMPRACTICAL, UNSUITABLIE, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 7. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE VERIZON WIRELESS CONSTRUCTION MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE & RADIO EQUIPMENT LAYOUTS, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND FINAL LOCATIONS WITH VERIZON WIRELESS. CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE EQUIPMENT CABINET MANUFACTURER. 9. ALL SYMBOLS & ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE VERIZON WIRELESS CONSTRUCTION MANAGER AND THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 10. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO VERIZON WIRELESS. 11. THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY SUBCONTRACTORS OR WORKMEN ARE IN THE SITE AND SHALL SUPERVISE AND DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE TRADE INVOLVED, AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PRACTICE: NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION O'HARE INTERNATIONAL CENTER 1 0255 W. HIGGENS ROAD, SUITE 6DO ROSEMONT, IL 60018-5607 SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION 4201 LAFAYETTE CENTER DRIVE CHATILLY, VA 20151-1209 ITLP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER P.O. BOX 1663 LAFAYETTE, CA 94549 13. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 14. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGARS OR OTHER SUPPORTS FOR ALL ITEMS REQUIRING THE SAME. 15. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES, REGULATIONS, LAWS AND ORDINANCES AS WELL AS STATE DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. 16. THE CONTRACTOR SHALL PROTECT THE PROPERTY OWNERS, AND VERIZON WIRELESS. PROPERTY FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING, CURBS, STAIRS, OR EQUIPMENT, ETC. SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF VERIZON WIRELESS, AND THE PROPERTY OWNER'S REPRESENTATIVE, AT THE EXPENSE OF THE CONTRACTOR. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY VERIZON WIRELESS UNDER THIS CONTRACT. 18. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, OR CONTACT AN OUTSIDE AGENCY TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED AND ACCEPTED BY VERIZON WIRELESS. .. 20, THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER, VERIZON WIRELESS, AND THE CITY OR GOVERNING AGENCY. 21. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE. THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE PROVIDED TO THE VERIZON WIRELESS CONSTRUCTION MANAGER. 22. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 23. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS, EXCEPT FOR THAT SPECIFIED AS REMAINING THE PROPERTY OF THE BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEAN-UP UPON COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN CONDITION AT THE END OF EACH DAY AND VACUUM CLEAN CONDITION, FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE AT COMPLETION OF WORK. 24. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY. 25. ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. 26.SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY AND PROJECT SITE. 27 PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA CONSTRUCTION. 28. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 AND 810. 29. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR SEALED TO LiMIT INFILTRATION OF AIR AND MOISTURE. 30. UPON COMPLETION OF CONSTRUCTION, VERIZON WIRELESS. CONSTRUCTION MANAGER SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE OF PROPERTY OWNER. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY VERIZON WIRELESS. 32. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATION TAKE PRECEDENCE. ROOFING & WATERPROOFING NOTES 1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS UNDER WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT OF THIS WORK. IF IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE VERIZON WIRELESS. PROJECT MANAGER IN WRITING. ULTIMATELY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR AND COMPATIBLE WITH EXISTING MATERIALS & CONDITIONS FOR ROOF PATCHING, NEW PENETRATIONS, ETC. 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF & BUILDING ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. 4.IF IT DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING FINISHES AND MATERIALS TO LIKE-NEW CONDITION. CONTRACTOR SHALL MAINTAIN THE ORIGINAL COLORS, TEXTURES & FINISHES UNLESS SPECIFICALLY NOTED TO THE CONTRARY OR APPROVED BY THE VERIZON WIRELESS. CONSTRUCTION MANAGER IN ADVANCE. 5. AT THE VERIZON WIRELESS. CONSTRUCTION MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE ROOFTOP WALKPADS TO ALL NEW EQUIPMENT INCLUDING ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING. ON CONVENTIONAL ROOFING, THE WALK PADS SHALL BE "DUCK BOARDS" AS MANUFACTURED BY APC OR EQUAL. ON SPECIAL ROOFING SYSTEMS SUCH AS SINGLE MEMBRANE ROOFS WILL REQUIRE A SPECIFIC PRODUCT AS NOTED ON PLANS OR AS REQUIRED BY NOTES 1 & 2 ABOVE. PENETRATION AT FIRE RATED ASSEMBLIES AT THE VERIZON WIRELESS. PROJECT MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE "HILT!" HIGH PERFORMANCE FIRESTOP SYSTEM #FS601 AT ALL FIRE RATED PENETRATIONS INSTALLED PER MANUFACTURER'S LATEST INSTALLATION SPECIFICATIONS. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE CONSTRUCTED SO AS TO MAINTAIN AN EQUAL OR GREATER FIRE RATING. PAINTING NOTES & SPECIFICATIONS A. GENERAL 1. ALL P.'JNf PRODUCT LINES SHALL BE SHERVvlN VvlWAMS UNLESS SPECIFJCALLY NOTED OTHERVvlSE. 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES PER LATEST EDITION OF MANUFACTURER'S SPECIFJCATIONS. 3. COMPLY VvlTH MANUFACTURER'S WRITTEN INSTRUCTONS REGARDING sumCIENT DRYING TIME BETWEEN COATS WITH PROVISIONS /JS RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDlllONS. 4. FlNISH COLOR AND TEXTURE OF ALL P.'JNTED SURFACES SHALL MATCH EXISTING ADJACENT SURFACES UNLESS OTHERVvlSE NOTED. 5. ALL P.'JNf MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE VERIZON VvlREl.ESS CONSTRUCTON MANAGER. 6. PREPARE PREVIOUSLY P.'JNTED SURFACE BY LIGHT SANDING VvlTH 400 GRIT SANDPAPER AND NON-HYDROCARBON WASH. PREPARE GALVANIZED SURFACES BY ACID ETCH OR SOLVENf CLEANING IN ACCORDANCE VvlTH SSPC-SP1. 7. FURNISH DROP CLOTHES, SHIELDS, MASKING AND PROTECTVE METHODS TO PREVENf SPRAY OR DROPPINGS FROM DAMAGING ADJACENT SURFACES AND FACILmES. 8. APPLY P.'JNf BY .'JRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO ACHIEVE A COATING NO THINNER THAN 9. THE DRY FILM THICKNESS INDICATED. 1 0. APPLY BLOCK FlLTER TO CONCRETE BLOCK CONSTRUCTON AT A RATE TO ENSURE COMPLETE COVERAGE WITH PORES COMPLIETELY FILLED. 11 . CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS INCLUDING INADEQUATE COVERAGE /JS DIRECTED BY THE VERIZON VvlRELESS. CONSTRUCTION MANAGER. REP.'JNT /JS NECESSARY TO ACHIEVE SURFACES WHICH ARE SMOOTH, EVENLY COATl':0 WITH UNIFORM SHEEN AND FREE FROM BLEMISHES. B. PAINTING SCOPE 1. P.'JNf THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOWWfTH THE COATING SYSTEM INDICATED. PAINTING SCOPE SURFACE TO BE l"AINTED ALL EQUIPMENT & CA81NEIS OTHl:R TtW; THE 6TS IJNT ANTENNA COVERS TILT ~. MOUNTING BAACKETS ,'NO ASSOC1,A.7ED K,l,ROWARf, CM..£ /',MO Q\81..E COVERS EXPOSED TO VIEi¥, EXPOSED CONDUIT AHO IWIGERS, El'C. FU,SHING UNITS, MElAL TRIM AND OTHER METAL SURFACES srucco, CONCREI'£, CONCRETE !!LOCK N€I CEMEN110US TYPE FINISH S!SIDAS.. ?l..VWOOI), Wl,fBER ANO WOOD ;l'i!M INCLUDING TH£ e,l,CI< Slot OF' AU. ~ ""'"'''-CONCRETE POLES IIEl"AL P0l.£S AND METAL POLE ~At,,0-QFF' C. COATING SYSTEM SPECIFICATIONS COlt.lWG S"ISIEM PAINT DO N01" PAINT N/A 1. DTIM ACRYLIC COATING (SERIES B66) BY SHERWIN WILLIAMS CO. 1 MIL DFT PER COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER (B66A50). 2. 100% ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82) BY SHERWIN WILLIAMS CO. 1 MIL OFT PER COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER. D. PAINT & PRIMER ANTENNAS PRIMER -KEM AQUA E61-W525 TOPCOAT -COROTHANE II B65W200/B60V22 BTS CABINET PRIMER -KEM AQUA E61-W525 TOPCOAT -COROTHANE II B65W200/B60V22 COAXIAL JUMPER CABLES PRIMER -AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25% TOPCOAT -2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 RAW STEEL PRIMER -KEM BONO HS B50WZ4, DMT ACRYLIC PRIMER TOPCOAT -2 COATS COROTIHANE II POLYURETHANE B65W200/B60V2 GALVANIZED METAL ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND FINISH COAT (GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) STAINLESS STEEL PRIMER -OTM WASH PRIMER, B71Y1 TOPCOAT -2 COATS COROTIHANE II POLYURETHANE B65W200/B60V2 PRE-PRIMED STEEL TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM BOND HS, SSOWZ4 ALUMINUM & COPPER PRIMER -DTM WASH PRIMER, B71Y1 TOPCOAT -2 COATS COROTIHANE II POLYURETHANE B65W200/B60V2 CONCRETE MASONRY PRIMER -PRO MAR EXTERIOR BLOCK FILLER TOPCOAT -2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH CONCRETE STUCCO(EXISTING) 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH STUCCO PRIMER -PRO MAR MASONRY CONDITONER B-46-W21000 TOPCOAT -SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS WOOD PRIMER -A-100 EXTERIOR ALKYD W009D PRIMER Y-24W20 TOPCOAT -2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH ADJACENT SURFACES GLU-LAM BEAMS PRIMER -A-100 EXTERIOR ALKYD WOOD PRIMER Y-24W20 TWO COATS SHOP APPLIED PER GLU-LAM MANUFACTURER'S SPECIFICATIONS TOPCOAT -SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS TWO COATS SHOP OR FIELD APPLIED AT CONTRACTOR'S OPTION FIELD CUTS/DAMAGE(PRIOR TO PRIME & PAINT) FIRST & SECOND COAT -CUPRINOL CLEAR WOOD PRESERVATIVE #158-0356 ALL PENETRATIONS INTO FINISHED CLU-LAMS SHALL BE CAULKED WITH "SIKAFLEX" SEALANT STEEL TOUCH UP STEEL THAT HAS BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SHALL BE TOUCHED UP WITH COLD GALVANIZED PAINT STRUCTURAL SPECIFICATIONS A. GENERAL PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS. 2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. 4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE THE SAFETY OF TIHE WORK UNTIL IT IS IN IT'S COMPLETED FORM. THIS INCLUDES UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. 5. SAFETY: THESE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 6. WATERPROOFING: WATERPROOFING AND DRAINAGE, DETAILS AND SPECIFICATIONS, ALTHOUGH SOMETIMES SHOWN ON STRUCTURAL DRAWING ARE OF GENERAL INFORMATION PURPOSES ONLY. WATERPROOFING AND DRAINAGE ARE SOLELY THE DESIGN RESPONSIBILITY OF THE ARCHITECT. B. STEEL 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC. 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE NOTED ON PLANS. HIGH STIRENGTH BOLTS SHALL CONFORM TO ASTM A-325. 3. STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM A53. 4. STEEL TUBING SHALL BE GRADE "B" CONFORMING TO ASTM A500. 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED. SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS. 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: A. 250 AMP WELDERS. B. ROD OVENS. C. GRINDERS. 7. NO BUZZ BOXES SHALL BE USED. 8. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. 10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS SPECIFICALL NOTED "FULL STRESS" AT END OF WELD SYMBOL. C. CONCRETE 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: LOCATION STRENGTH WT. SLUMP ADMIXTURE A. SLAB&FOOTING 2500psi 150pcf 4" NONE 2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY APPROVED BY THE BUILDING DEPT. 3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PREFORMED BARS CONFORMING TO ASTIM A615 AS FOLLOWS: #4 & SMALLER BARS ................. GRADE 40 #5 & LARGER BARS ......•.•....•..... GRADE 60 ALL BARS AT CAISSON FOOTING .•• GRADE 60 4. CEMENT: FOUNDATIONS & SLABS: TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150. PIER/CAISSON FOOTINGS: TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150. 5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK SHALL BE THE FOLLOWING: A. FOUNDATIONS & SLABS 9" OR LESS: 3/ 4" GRAVEL B. PIER/CAISSON FOOTING: 1" GRAVEL. 6. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT OF ACIDS, ALKALIS, ORGANIC MATERIALS AND SHALL BE SUITABLE FOR HUMAN CONSUMPTION. 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY A TESTING AGENCY. 8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED THROUGH REINFORCING STEEL (/>S IN WALLS, COLUMNS, CAISSON, AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO FACE OF BAR SHALL BE AS FOLLOWS: A. CONCRETE IN CONTACT WITH EARTH, UNFORMED B. CONCRETE IN CONTACT WITH EARTH, FORMED C. WALL, EXTERIOR FACE D. WALL, INTERIOR FACE E. STRUCTURAL SLABS F. JOISTS G. BEAMS, GIRDERS & COLUMNS 3" 2" 1-1/2" 1 .. 3/4" 3/4" 1-1 /2" 11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE SLEEVED. CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER. 12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1 / 4 THE THICKNESS OF THE SLAB. CONDUIT SHALL NOT BE EMBEDDED IN A SLAB THAT IS LESS THAN 3-1/2" THICK, UNLESS SLAB IS LOCALLY THICKENED. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE SIX INCHES. 13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS, INSERTS, ETC.,SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR IS ALLOWED. 14. CURING: SLABS SHALL BE SPRAYED WITH A CURING COMPOUND IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY MINIMUM PERIOD. 15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS IT IS BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. D. TIMBER 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1 GRADE DOUGLAS FIR., S45, L:NLESS NOTED OTHERWISE ON THE DRAWINGS. 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE N0.2 GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE ON DRAWINGS 3. STRIPPING, BLOCKING, BACKING AND OTHER NON-STRUCTURAL LUMBER SHALL BE NO. 2 OR STD & BTR GRADE DOUGLAS FIR, S45. 2X4 STUD WALLS SHALL BE D.F. STANDARD & BTR. 4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN SIDE UP. 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A SPAN INDEX RATIO 32/16. EDGE NAIL WITH8d AT 6" O.C. UNLESS NOTED OTHERWISE ON PLANS. FIELD NAIL WITH 8d AT 12" O.C. 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, UNLESS NOTED OTHERWISE ON THE PLANS. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL AND SHALL CONFORM TO PS 1-83. 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED 24% AT THE TIME OF INSTALLATION. 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING CODE. ALL NAILS SHALL BE COMMON WIRE NAILS. 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG BOLTS SHALL BE INSTALLED IN PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO 75% DIAMETER OF BOLT. 12. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY THE SAMSON COMPANY. SUBSTITUTIONS MAY BE MADE WHEN APPROVED BY THE STRUCTURAL ENGINEER. 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.) CONFORMING TO 20F-V12 B. STRENGTH PROPERTIES: Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. Fb TOP FIBER BENDING STRESS 1 OOOpsi MIN. Fv SHEAR STRESS 190psi MIN. Fe COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN. E MODULES ELASTICITY 1400ksi MIN. C. CAMBER TO RADIUS OF 1600" U.O.N. D. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. F. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC A190.1 AND ASTM D3737. • PROJECT #CUP 2019-0001 Jeffrey Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irvine, California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. R.F. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 * APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 01/02/19 03/04/19 DRAWING DATES PLANNING SUBMITTAL (P1) PLANNING COMMENTS (P2) SHEET TITLE SPECIFICATIONS AND NOTES T-2 JRA JOB NUMBER: 161663 ~ 0 ~ ~ ~ 0 w i= . . . CostaO ti ,'" ,: ' , -:::t~a:cosia Rio9e:, , -communlfy -A~fa_3tfon @ VICINITY MAP 0 . . LEGAL DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATED IN TI,E COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS, A PARCEL OF LAND BEING A PORTION OF PARCEL 4 OF PARCEL MAP 10179, ON FILE IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, STATE OF CALIFORNIA, BEING A PORTION OF SECTION 30, TOWNSHIP 12 soum, RANGE 3 WEST, OF THE SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF ORANGE, STATIE OF CALIFORNIA, DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUT\,EAST CORNER OF LA COSTA MEADOWS, UNIT NO. 2, ACCORDING TO MAP NO. 6905, ON FILE IN THE OFFICE OF lliE COUNTY RECORDER DF SAID COUNTY, SAID SOUTHEAST CORNER BEING A POINT ON THE SOUTHEASTERLY RIGHT-OF-WAY OF EL FUERTE STREET, AS SHOWN ON SAID MAP NO. 6905; THENCE NORTH 68" 13' 07'' EAST, 1536.70 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 68' 01' 06" EAST, 99.51 FEET; THENCE SOUTH 51" 54' 40" EAST, 141.03 FEET; THENCE SOUTH 22" 52' 25" WEST, 191.85 FEET; THENCE SOUTH 57" 13' 00" WEST, 73.07 FEET; THENCE NORTH 83" 46' 00" WEST, 185.97 FEET; THENCE NORTH 22· 02' 11" WEST, 58.84 FEET; THENCE NORTH 34· 25' '8" WEST, 153.00 FEET; THENCE NORTH 55' 34' 12" EAST, 10.00 FEET TO TI,E BEGINNING OF A TANGENT 322-FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; TI,ENCE NORTrlEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33' 35· 22" A DISTANCE OF 188.77 FEET TO THE TRUE POINT OF BEGINNING. ASSESSOR'S PARCEL NUMBER: 223-792-19 SITE ADDRESS CORINTHIA STREET, SOUTH OF SITIO OCEANO CARLSBAD, CA 92009 APN 223-792-19 RECORD OWNER CARLSBAD MUNICIPAL WATER DISTRICT TITLE REPORT A PRELIMINARY TITLE REPORT WAS PREPARED BY COMMONWEALTH LAND TITLE COMPANY NO. 0900681-920-CMM-CMB DATED MARCH 7, 2016. EASEMENTS DESCRIPTION I. A NON-INCLUSIVE ACCESS EASEMENT GRANTED TO CARLSBAD MUNICIPAL WATER DISTRICT BY DOCUMENT RECORDED AUGUST 30, 2005 AS FILE NO. 2005-749315 D.R. (CITY OF CARLSBAD -PR 05-56) 2. AN EASEMENT GRANTED TO HIGHLAND CARLSBAD OPERATING SUBSIDIARY, INC, BY DOCUMENT RECORDED SEPTEMBER 26, 2005 AS FILE NO. 2005-0828199 O.R. 3. AN EASEMENT GRANTED TO VERIZON BY DOC. REC. OCTOBER 10,2005 AS FILE NO. 2005 -874433 , D.R. 4. A NON-EXCLUSIVE WATER EASEMENT GRANTED TO CARLSBAD MUNICIPAL WATER DISTRICT BY DOCUMENT RECORDED JULY 14, 2004 AS FILE NO. 2004-0655486, 0.R. (CITY OF CARLSBAD -PR 02-109). 5. FLOWAGE EASEMENT DEDICATED HEREON TO THE CITY OF CARLSBAD. REFERENCE: TRACT NO 04-02, MAP NO. 15167, SHEET 11 OF 17 BASIS OF BEARING THE STATE PLANE COORDINATE SYSTEM 1983 (NAO 83), CALIFORNIA ZONE 5. BENCH MARK FLOOD ZONE SITE IS LOCATED IN FLOOD ZONE "X" AS PER F.I.R.M. MAP NO. 06073C1355G EFFECTIVE DATE MAY 16, 2012. CORINTHIA STREET I \ \ L ADJACENT PARCEL 7 (LOT 105) 1 4 N55'34'12"E , , 1 o.oo· L ADJACENT PARCEL 7 (LOT 114) (LOT 97) I TRACT04 CITY OF CARLSBAD LA COSTA RIDGE NEIGHBORHOODS 2.1 & 2.2 MAP NO. 10179 SITIO (APN: 223-792-19) CONCRETE PAVEMENT L WATER TANK/ RESERVOIR 7 . t,> 7. . '3'. ~;, . ' / \. POLE -~~;4::::, CONCRETE -----':~~ PAD CMU / GUAR□----- RAIL, TYP. VERIZON EQUIPMENT _ ___.... ENCLOSURE 3" PVC, TYP.-__... 102.00· CONCRETE PAVED AROUND WATER TANK HANDHOLE IRRIGATION HAND HOLE CHAIN-LINK GATE, TYP. (,RAVEL BED / EXISTING GRADE -CONCRETE PAO CHAIN-LINK--~ FENCE, TYP. RETAINING WALL IRRIGATION JUNCTION BOX OCEANO L ADJACENT PARCEL 7 (LOT 96) 5 I I I I 0 z <C w 0 .,,.~ ... 0 I 0 I -I--(/) 30' 15' o· 30' ' ~ GRAPHIC SCALE: 1 "=30' 60' ~ 2----------------------------------------------------------------------------------------------------------.... PROJECT #CUP 2019-0001 REV. DATE DESCRIPTION BY 0 02113117 PRELIMINARY SURVEY M 10005 MUIRLANDS BLVD., SUITE "E" IRVINE, CA 92618 PH: 714.624.9027 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO VERIZON WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED 0 _J w 0::::: <C f----- Ul 0 u <C _J ■-I.. ~ "' No. 26571 Exp. 03/31/20 \. ,,....---....._ 0::::: w rn LL '-.__/ LL 0 :r f--=-> 0 Ul f-- Ul <( -,-_, f--z - 0:-:: 0 u SHEET TITLE: ~ 0 w =:) z w CX) ~ ~ (D z N a, 0 >-<( z u <( u w 0 z z > <( 0:: U) LO 0 LO LO ~ 0 < co Ul __J :i: 0) <( 0 u 0 N ,. CTl z <( LLJ <( uU 0 0 f-- Ul TOPOGRAPHIC SURVEY LS-1 LEGEND -x-x-x- CENTER LINE PROPERTY LINE CHAIN-LINK FENCE WOOD FENCE EASEMENT LINE --\\--\\--\\-- ---G---- s--- GAS LINE SEWER LINE WATER LINE TELEPHONE CABLE WOOD WALL CMU WALL EDGE OF PVM'T CF CONCRETE FOUNDATION EG EXISTING GROUND FD FOUND EP EDGE OF PAVEMENT FL FLOW LINE FS FINISH SURFACE HT HEIGHT IR IRRIGATION CONTROL BOX NG NATURAL GRADE RF ROOF GRADE PL PROPERTY LINE PP POWER POLE PB PULL BOX SSCO SANITARY SEWAGE CLEANOUT SS STREET SIGN/STOP SIGN SDMH STORM DRAIN MAN HOLE SGN SIGN TC TOP OF CURB TW TOP OF WALL TA TOP OF ANTENNA UC UTILITY CABINET UM UTILITY METER BFP BACK FLOW PREVENTER WM WATER METER WV WATER VALVE # EXISTING LIGHT QELEC EXISTING ELECTRICAL MH QPOLE EXISTING POLE CJ===<) EXISTING LIGHT STANDARD @ ROOF DRAIN (D EXISTING TELE. MANHOLE !WM EXISTING WATER METER :BP EXISTING BACKFLOW PREVENTOR _o._ -+--<> ID --e-- EXISTING SIGN EXISTING TRAFFIC SIGNAL EXISTING MICROWAVE DISH EXISTING SEWER MANHOLE POWER POLE E--GUY WIRE ANCHOR ■ CATCH BASIN 'CJ" FIRE HYDRANT 0 VALVE (UTILITY) TREE PINE TREE 8 BUSH PALM TREE \F·~;:;J EXISTING CONCRETE ------··-··' EXISTING GRASS/TURF MONUMENTS @ MONUMENT FD. L ADJACENT PARCEL (LOT 105) 7 L ADJACENT PARCEL (LOT 114) 7 ' 727.93TC VERIZON EQUIPMENT ENCLOSURE (LOT 97) I I I I I I I (/' ,--CONCRETE PAVED I AROUND WATER ANK HANDHOLE L WATER TANK/ RESERVOIR 7 L ADJACENT PARCEL 7 (LOT 96) I I I I I " ~ o)' 20' I I I I I 1 O' O' / 20' 0 z <( w 0 0 0 -I-- GRAPHIC SCALE: 1 "=20' 20' PROJECT #CUP 2019-0001 REV. DATE DESCRIPTION BY 0 02/13/17 PRELIMINARY SURVEY AA 10005 MUIRLANDS BLVD., SUITE "E" IRVINE, CA 92618 PH: 714.624.9027 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO VERIZON WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED 0 _J w 0::::: <C f-- (J) 0 u <C _J ■-a.. Exp. 03/31 /20 ,,...------.... 0::::: w OJ LL '--.__./ u_ 0 ~ D w =:) z: w ~ z: 0 >-z: <( (_) D z: <( VJ LO 0 LO LO ~ 0 <C ::r:: co f----c.n :::J __J co ~ CD N m <( (_) w z: > 0::: o ll: m c.n <C 0 Uo . N t"n z m <<C <C ts u ::r:: 0 f- z o ll: f-0 u c.n SHEET TITLE: TOPOGRAPHIC SURVEY LS-2 ' ' \ ' . ' . \'o '\~ SINGLE SWING SECURITY --~ ACCESS GATE. \~: \ \, APN: 223-792-20 \ ' ' \ ' ' \ ' \ \ ' ' \ ' \ ' ' \ \ ' ' ' \ REMOVE (E) 40' -0'' MONOPOLE·.:;,._ __ _______ (CONCRETE PAD TO REMAIN) ' ' \ ' ' \ ' ' \__ \ ----------------'"" ' \ (E) VERIZON _WIRELESS EQUIPMENT SHtLTER i INSTALL (N) MANSARD TILE ROOF. SEE SHEET A-3 FOR ELEVATIONS ' \ FUTURE----- \ TELECOMMUNICATIONS --------- \ CARRIER EQUIPMENT AREA , (SHOWN DASHED) ' \ __ \--------------- --- ---- \ -------- (N) 61'-o" HIGHCO-LOCATABLE MONOEUCAL~s. INSTALL THREE · -I SECTORS OF VERIZON WIRELESS ANTENNAS OF \4 NEW ANTENNAS PER SECTOR, FOR A TOTAL OF 12 ANTENNAS. RELOQ(ITE TWO (E) MICROWAVE DISH ANTENNAS AND PROVIDE EACH ANTENNA WITI-I "SOCK COVER" TO t.lATCH (N) MONOEUCALYPTUS BRANCHES. RELOCA-t£: ONE RAYCAP SURGE DEI.IARCATION BOX AND ADD TWO ADDITIONAL RAYCAp SURGE DEMARCATION BOXES FOR A TOTAL OF THREE. ADD 12 NEW RRU'S, FOUR PER SECTOR. ' \ \ (E) RESIDENTIAL. ---~ \ ' ' \ \ ' ' \ ' ' \ \ SITE PLAN ---- ----------- .-H ro .!. 0 - --1,,_ _______ ---------- ' ' \ ---------- \ ' ' \ ---------- ' ' \ ' ' \ ----------- ---------- (E) RESIDENTIAL. ___ _,,, \ /; ' ; ' ; \ ,/ I , , \--------------.../' ' ' ) I ---------- ; ; I , , I , , (E) CHAINLINK FENCE 0 ; ,Sc /~(E) PRIVATE ROAD , , I J J J J I , , I J J I ----- APN: 223-792-19 N AREA PLAN SCALE: 1" = 200'-0" EB N EB , , GRADING NOTES 1. 2. 3. TOTAL_ EXCAVATION FOR FAUX EUCALYPTOS TREE FCIOTING: (t.lATT FTG.): 140 CU.YDS. (E) GRADE AROUND FAUX EUCALYPTUS_ TREE FOOTING WILl. .BE RESTORED TO ORIGINAL SLOPE AND CONFIGURATION AFTER EXCAVATION, t.lAXIMUM SLOPE IN VICINITY OF FAUX EUCALYPTUS TREE = 1 :3 STORM WATER MANAGEMENT: TOTAL AREA OF LAND DISTURBANCE ACTIVITY: FAUX EUCALYPTUS TREE FOOTING: = 361 SQ. FT. 36 SQ. FT. 61 SQ. FT. 13 SQ. FT. 94 SQ. FT. COAX CABLE TRENCH: = BLOCK WALL FOOTING: = TRANSFORMER PAD: = CONCRETE SIDE WALK = TOTAL AREA: = 565 SQ. FT. 1. 2. 3. 4. 5. STORM WATIER t.lANAGEMENT FOR SITE GRADING AND CONSTRUCTION ACTIVITIES SHALL INCLUDE THE FOLLOWING BEST t.lANAGEI.IENT PRACTICES (BMP'S) AS OUTLINED IN THE CALIFORNIA STORM WATER BEST t.lANAGEI.IENT PRACTICES HANDBOOK. SAND OR GRAVEL BAGS SHALL BE PLACED AND t.lAINTAINED IN FILOW LINE AREAS TO FACILITATE SEDIMENT CONTROL CONTRACTOR WILL PROVIDE A "WEATHER TRIGGERED" Bl.IP ACTION PLAN DURING THE DRY SEASON. ALL TRENCH SEGMENTS EXCAVATED SHALL BE FILLED AND COVERED WITHIN 24 HOURS. PROVIDE A TEMPORARY CONCRETE WASHOUT FACILITY. NOTE FUTURE EQUIPMENT BUILDING & ANTENNAS FOR FUTURE TELECOMMUNICATION CARRIER IS NOT INCLUDED AS PART OF THE SUBJECT APPLICATION AND REQUIRES A SEPARATE BUILDING PERMIT EASEMENTS: NO PLOTTABLE EASEMENTS ARE SHOWN WHICH REFLECT PRELIMINARY RECORDS RESEARCH OF RECORDED PARCEL t.lAPS. EASEMENTS ARE SUBJECT TO REVIEW OF TITILE REPORT. BOUNDARY NOTE: THE PROPERTY BOUNDARY LINES SHOWN ON THIS DRAWING ARE FOR REFERENCE ONLY. A TITILE REPORT WAS NOT PROVIDED AND A BOUNDARY SURVEY WAS NOT PERFORMED VERIZON WIRELESS TELECOMMUNICATIONS TRANSMITTER FREQUENCIES AND POWER LEVELS: LTE EQUIPMENT: TX FREQUENCY: 776-787 MHz RX FREQUENCY: 746-757 MHz COi.iA EQUIPMENT: TX FREQUENCY: 1965-1970 MHz RX FREQUENCY: 1885-1890 MHz TX POWER: 600W PCS EQUIPMENT: TX FREQUENCY: 880-894 MHz RX FREQUENCY: 835-848 MHz TX POWER: 6150W SCALE: 1 "=30' 1 PROJECT #CUP 2019-0001 Jeffrey Rome I ASSOCIATES architecture I telecommunications 131 Innovation Driver Suite 100 Irvine, California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. R.F. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 ( / * ' APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 DRAWING DATES 01/02/19 PLANNING SUBMITTAL (P1) 03/04/19 PLANNING COMMENTS (P2) SHEET TITLE AREA AND SITE PLAN A-0 JRA JOB NUMBER: 161663 I POINT OF CONNECTION AT PROPOSED -~ 17"x30" COMMUNICATION VAULT INSTALLED BY TIME WARNER COMMUNICATIONS GENERAL UTILITY AND ACCESS--~ EASEMENT TO CITY OF CARLSBAD PER TRACT NO. 15167 FIBER ROUTE PLAN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ APN: 223-792-17 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EXISTING WATER TANK APN: 223-792-19 EXISTING 2"!11 CONDUIT. FIELD VERIFY EXACT LOCATION. VERIZON TO INSTALL MULE TAPE FOR FUTURE COX FIBER FROM ·cox BOX" HANDHOLE TO VERIZON EQUIPMENT SHELTER. --~-EXISTING WATER DISTRICT EASEMENT AGREEMENT (DOC. 84-224556) PROPERlY LINE (lYPICAL) NOTES BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACENT STREE(S), DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY, AT THE END OF EACH WORK DAY, OR AFTER A STORM EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION BMP'S WHICH MAY COMPROMISE STORM WATER QUALITY WITHIN ANY STREET(S). A STABILIZED CONSTRUCTION EXIT MAY BE REQUIRED TO PREVENT CONSTRUCTION VEHICLES OR EQUIPMENT FROM TRACKING MUD OR SILT ONTO STREET. 2. ALL STOCKPILES OF SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE COVERED. ALL REMOVABLE BMP DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS WHICH ARE TO BE POURED IN PLACE ON SITE. 4. THE CONTRACTOR SHALL RESTORE ALL EROISON/SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER EACH RUN-OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREACH IN EFFECTIVENESS. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. REMOVE &: REPLACE EXISTING HAND HOLE WITH 17"x30" COMMUNICATION VAULT INSTALLED BY VERIZON WITH EXISTING CONDUIT ROUTED TO VERIZON SHELTER. (E) SMALL EUCALYPTUS TREE TO BE TRIMMED FOR MW LINE OF SIGHT. APN: 223-792-20 /' <' \ \ \ - \ \ \ \_ '-... __ -;, I I EXISTING ACCESS~'v·,,- GATE (lYPICAL) EXISTING \'ER:ZO\l W!RE_Ess-------- EQUIPMENT SHELTER, MODIFY EXTERIOR WALLS AND INSTALL TILE ROOF TO MATCH ADJACENT RESIDENCES. FUTURE TELECOMMUNICATION-----------''\ EQUIPMENT AREA (SHOWN \ DASHED) (IS NOT PART OF THIS \ APPLICATION AND REQUIRES A \ -~~BUILDING PERMIT) .\ ,,.,,./: ----. ,,,,. -----\ ,,,,.,,,.. ----'\. ,..,,-· -------( -·-·-·-·-· ,.,,.. PROPOSED VERIZON _____________ '""\_c_-=__::::;::.:?"":::..:::-::::·-:::·-:::·-:::·::-·::::-:::·-::·-:::·-:::·::-·:::-:::·-:::·-::::·-:::·-:::::::::::::::::::::::::::::::: ,/// WIRELESS MONOEUCALYPTUS ·-·-·-·-·-·-·-·-·-• .. / /-. __ j-_....,.... _....,.... _....,.... _....,.... ---------_....,.... SCALE: 1 "=20' N EB 1 PROJECT #CUP 2019-0001 Jeffrey Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irvine, California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. R.F. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 01/02/19 03/04/19 DRAWING DATES PLANNING SUBMITTAL (P1) PLANNING COMMENTS (P2) SHEET TITLE FIBER ROUTE PLAN A-0.1 JRA JOB NUMBER: 161663 / /,~6 / / + \ + /\ ~;Y \\~ / / / \ --~--~ + \ \ + \ + \ EQUIPMENT ENCLOSURE PLAN \ \ \ \ \ \ \ \ 2 ------------ ----......;,.__,:: .. ---------- EQUIPMENT ENCLOSURE PLAN NOTES: 0 EXISTING VERIZON CONCRETE EQUIPMENT SHELTER WITH MODIFIED EXTERIOR WALLS AND INSTALL TILE ROOF TO MATCH ADJACENT RESIDENCES; SEE SHEET A-8. ~ PROPOSED DECORATIVE COLUMNS WITH STONE FINISH, lYPICAL OF EIGHT (8); SEE SHEET A-8. ~ PROPOSED A/C CONDENSING UNITS MOUNTED ON CONCRETE PAD ADJACENT TO SHELTER (TYP. OF 2); SEE DETAIL 6/A-7. PROPOSED COAX CABLE TRENCH FROM EXISTING EQUIPMENT SHELTER TO PROPOSED MONOEUCALYPTUS (6) 6" CONDUIT SLEEVES; SEE DETAIL 1/A-7. INSTALL 3' -0 GATE IN EXISTING FENCE. EXISTING CHAINLINK GATE. EXISTING VZW OVERHEAD COAXIAL CABLE ICE BRIDGE TO BE REMOVED. EXISTING CONCRETE BLOCK RETAINING WALL WITH GUARDRAIL ABOVE. EXISTING CONCRETE LANDING. PROPOSED LEASE AREA. PROPOSED TILE ROOF ABOVE EXISTING EQUIPMENT SHELTER TO MATCH ADJACENT RESIDENCES, (SHOWN DASHED) SEE SHEET A-2 FOR ROOF PLAN. EXISTING CONTOUR LINES SHOWN AT 1 '-o• INTERVALS EXISTING CHAINLINK FENCE PROPOSED CABLE SHROUD WITH (6) 6" DIA. COAX CONDUIT STUB-UP; SEE DETAILS 3/A-7 AND 4/A-7. EXISTING 2"1!1 CONDUIT. FIELD VERIFY EXACT LOCATION RELOCATE VZW TRANSFORMER & REMOVE PAD (SHOWN DASHED) RELOCATED VZW TRANSFORMER MOUNTED TO NEW CONCRETE PAD FUTURE CONCRETE SIDEWALK STEPS, NOT PART OF THIS SUBMITTAL REMOVE & REPLACE EXISTING HAND HOLE WITH 17" X 30" COMMUNICATION VAULT INSTALLED BY TIME WARNER COMMUNICATION EXISTING MONOPOLE CONCRETE PAD TO REMAIN EXISTING PROPERTY LINE EXISTING VZW 40' -o• HIGH MONOPOLE TO BE REMOVED. PATCH & REPAIR CONCRETE PAD EXISTING 3• LAYER OF 3/4" CRUSHED GRAVEL OVER FIBER GROWTH BARRIER WITHIN ENTIRE EQUIPMENT COMPOUND EXISTING WATER TANK FUTURE TELECOMMUNICATION EQUIPMENT AREA (SHOWN DASHED) (IS NOT PART OF THIS APPLICATION AND REQUIRES A SEPARATE BUILDING PERMIT) N CD SCALE: 1/4"=1'-o' 1 ---------------------------~ PROJECT #CUP 2019-0001 Jeffrey Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irvine, California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. PREPARED FOR verizon✓ ZONING 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 APPROVALS CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 01/02/19 03/04/19 DRAWING DATES PLANNING SUBMITTAL (P1) PLANNING COMMENTS (P2) SHEET TITLE EQUIPMENT ENCLOSURE PLAN A-1 JRA JOB NUMBER: 161663 ROOF PLAN PROPOSED 4X ~ ROOF RAFTERS. ~ PROPOSED ROOF ATTIC------+--,,----,,--,---.___ VENTS PAINTED TO MATCH ROOF; SEE DETAIL 3/A-8. INFILL EXISTING SUPPLY &: RETURN OPENING AND FINISH TO MATCH EXISTING ADJACENT SURFACE. EXISTING WALL-HUNG A/C UNITS TO BE REMOVED, INFILL EXISTING SUPPLY & RETURN OPENING AND FINISH TO MATCH EXISTING ADJACENT SURFACE. INFILL EXISTING SUPPLY & RETURN --~-- OPENING AND FINISH TO MATCH EXISTING ADJACENT SURFACE. EQUIPMENT FLOOR PLAN .-:-,--,1 ,_ ' :: '! .,: ! . ·1 ' ' ' ' ' ' ' i: ' _, .: -.. -, .. : . ' CB MW FC-1 FC-2 PROPOSED DECORATIVE HORIZONTAL WOOD SIDING TO FACE OF SHELTER; SEE DETAIL 1 / A-8. '7 ' ' -, . ' ' ~~-~-~:..: L ±37'-2" 30'-0" (E) SHELTER 27'-3" ' . : ' : ' . ' ~-----EXISTING SHELTER EXTERIOR WALL TO BE MODIFIED TO '-···' MATCH ADJACENT RESIDENCES; SEE DETAIL 2 A-8. ---EXISTING COAX CABLE PORT TO BRIDGE TO BE REMOVED. INFILL EXISTING OPENING AND FINISH TO MATCH EXISTING ADJACENT SURFAC • DR PROPOSED AIR!n:-7 HANDLERS ~ BATT ~---EXISTING mco BOARD '-------PROPOSED (2) STACKED RAYCAP SURGE DEMARCATION JUNCTION BOX; SEE DETAIL 4/A-6. '----------EXISTING (1) VERIZON WIRELESS RAYCAP. ------------EXISTING VERIZON WIRELESS EQUIPMENT CABINETS TO REMAIN {TYPICAL) BATT BATT ~ ~ ;,,-\,>-',,.----::; \_..1\ ___ .1\_..1 ,.--,,.--,,-·-\ \_,1\_,1\_..1 EXISTING VERIZON WIRELESS -~ EQUIPMENT SHELTER PROPOSED ARCHED ' . ' ' : : ' ' ' ' - ' ' ' ' ' ' : i SOFFIT ABOVE, TYPICAL; SEE DETAIL 1/A-8. ~-PROPOSED TILE ROOF ON EXISTING EQUIPMENT SHELTER TO MATCH ADJACENT RESIDENCES; SEE DETAIL 1 / A-8. a:: w • • '::; 0 "'" w I I I <'I rn "' --~ w ...... '-----PROPOSED DECORATIVE COLUMNS WITH STONE FINISH TO MATCH ADJACENT RESIDENCES. .,---EXISTING WALL MOUNTED MANUAL TRANSFER SWITCH .,-----EXISTING 200A MAIN PANEL "A" PROPOSED DECORATIVE COLUMNS WITH STONE FINISH TO MATCH ADJACENT RESIDENCES {TYP. OF EIGHT). '---INSTALL COAX CABLE PORT IN EXISTING SHELTER RETAINING WALL PROVIDE SHEET METAL CABLE SHROUD ON CONCRETE PAD TO ROUTE CABLE TO TRENCH, PAINT SHROUD TO MATCH RETAINING WALL {TYP. OF SIX); SEE DETAIL 3/A-7. SCALE: 3/8"= 1 '-0" 2 SCALE: 3/8"=1'-o" 1 PROJECT #CUP 2019-0001 J e ff re y Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irvine, California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 APPROVALS R.F. ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 01/02/19 03/04/19 DRAWING DATES PLANNING SUBMITTAL (P1) PLANNING COMMENTS (P2) SHEET TITLE EQUIPMENT FLOOR PLAN & ROOF PLAN A-2 JRA JOB NUMBER: 161663 ANTENNA AND COAXIAL CABLE SCHEDULE -------- . SECTOR DIREcnON AZIMUTH ANTENNA ANTENNA MODEL NUMBER llOWNTll.: J ANTENNA (00) ALPHA 1 120" : COMMSCOPE: NHH-45C-R2B I, ALPHA2 120" ', COMMSCOPE: NHH-45C-R2B "71""""' BETA2 SOUTHWEST : BETA3 BETA4 .GAMMA1 !GAMMA2 .~ NORTH GAMMA3 GAMMA4 120" . COMMSCOPE: NHH-45C-R2B 135' COMMSCOPE: NHH-65C-R2B 220' COMMSCOPE: NHH-65C-R2B 240" I COMMSCOPE: NHH-65C-R2B 240" COMMSCOPE: NHH-65C-R2B 240" COMMSCOPE: NHH-65C-R2B O" COMMSCOPE: NHH-65C-R2B 25' I COMMSCOPE: NHH-45C-R2B 25' COMMSCOPE: NHH-45C-R2B ----·· 25' COMMSCOPE: NHH-45C-R2B ···- FREQUENCY lYPE .. O" CDMA O" AWS-3 LTE ·----------~ O" PCS LTE ----·~ -·-----·· O" I SPARE O" SPARE O" AWS-3 LTE ----- O" PCS LTE ... ' o· I CDMA ---···- O" CDMA ==f O" AWS-3 LTE O" PCS LTE O" SPARE SERIAL NUMBER NUMBER COAX. CABLE JUMPER COAX SIZE · OF CABLES LENGTH LENGTH tER SECTOR (+ I -5') (+ / -3') ' ! i I ' 2 COAX i ---"-·-··"· FIBER/ 175-0" s·-o· 1 5/8" 1 --·-POWER I _ _J ' i I ' 2 COAX 1 FIBER/ 175-0" s·-o· 1 5/8" POWER I i I 2 COAX I 1 FIBER/ 175-0" s·-o· 1 5/8" POWER ' I . ··-----------:-_-j ---·-·---l MICROWAVE DISH 340' RELOCATE EXISJING 4' -o• DIAMEIER ----- ' MICROWAVE DISH 298' i RB.OCATE EXISTING 4' -0" DIAMEIER -----• NOTE: (D INSTALL (3) 6X12 POWER/FIBER CABLES @ INSTALL (4) ANTENNAS PER SECTOR (TOTAL OF TWELVE (12) ANTENNAS) COMMSCOPE: NHH-65C-R2B {96.0" LENGTH x 11.9" WIDE x 7. 1 • DEEP, WEIGHT: 51.6 LBS) @ INSTALL RAYCAP RCMDC 3315-PF-48 SURGE DEMARCATION JUNCTION BOX, ONE (1) PER SECTOR AT ANTENNAS AND THREE (3) AT EQUIPMENT ROOM. (28.93" LENGTH x 15.73" WIDE x 10.3" DEEP, WEIGHT: 32 LBS) MICROWAVE ANTENNA AZIMUTH ±340" RELOCATE TWO EXISTING 4' -o• DIAMETER VERIZON MICROWAVE DISH ANTENNAS, PIPE MOUNTED TO PROPOSED 61'-0" HIGH MONOEUCALYPTUS WITH SOCK COVERS TO MATCH BRANCHES MICROWAVE DISH AZIMUTH ±298" BRANCH SPAN OUTLINE OF MONOEUCALYPTUS AT TOP OF ANTENNAS PROPOSED {12) VZW RRU; SEE----------.r-----< DETAIL 2/A-6. ,-..• ~ 1/ * BETA SECTOR AZIMUTH 240' / e,,.l''~ 1/ ✓ It BETA SECTOR AZIMUTH 220' INSTALL THREE SECTORS OF VERIZON WIRELESS ANTENNAS. FOUR (4) NEW ANTENNAS PER SECTOR, {TOTAL OF 12 ANTENNAS). INSTALL TWO (4) RRUS PER SECTOR, {TOTAL OF 12) ADJACENT TO ANTENNAS. PROVIDE EACH ANTENNA AND 1---~ RRUS UNIT WITH -SOCK COVER" TO MATCH PROPOSED MONOEUCALYPTUS BRANCHES. ANTENNA PLAN GAMMA SECTOR AZIMUTH O' ♦ ' 1 165'-o· -1 1/4" 1 165'-o• -1 1/4" __ J ---- GAMMA SECTOR AZIMUTH 25" PROPOSED DUAL MOUNT ANTENNA BRACKElS; SEE DETAIL 3/A-6. I PROPOSED MONOEUCALYPTUS ANTENNA SUPPORT TEE ARMS. PROPOSED 61'-0" HIGH VERIZON MONOEUCALYPTUS. PROPOSED {12) VZW RRU; SEE DETAIL 6/A-6. 1 '-6" MINIMUM CLEAR FROM EDGE OF ANTENNA TO /' END OF BRANCH FOLIAGE ; ; / 1l ALPHA SECTOR AZIMUTH 135' 4 ALPHA SECTOR AZIMUTH 120' PROPOSED VERIZON THREE {3) RAYCAP SURGE DEMARCATION JUNCTION BOX MOUNTED ADJACENT TO ANTENNAS; SEE DETAILS 4/A-6 AND 5/A-6. N E8 SCALE: 1/4"=1·-o· 2 ~ in 0 ,.... ,.... ~ 0:: ~ 0 :i:: 0 i m "--0 n_ g • 0 I --<D ~ in ui ~ <D in " ,ti ~ <D i " ~ "" z z I!! ::, z I= < "--"-- 0 0 n_ n_ g g • • 0 0 I I ;... io on on D RELOCATED (2) EXISTING 4' -o• DIAMETER VERIZON WIRELESS ;-I MICROWAVE DISH ANTENNA, PIPE MOUNTED TO PROPOSED 61'-0" I I I I I I HIGH MONOEUCALYPTUS WITH I I I · _-f SOCK COVER TO MATCH --·1 I BRANCHES BOTTOM OF lREE LEAVES • I') _I -N -ff PROPOSED MONOEUCALYPTUS ---, iRUNK" WITH HEAVY BARK TEXTURE AJTURE CABLE SHROUD---, (BY OTHERS) PROVIDE (2) 10" x 30"---- HANDHOLES (6) 6" PVC COAXIAL CABLE CONDUIT FOR VERIZON I I I i I I I I MONOEUCALYPTUS ELEVATION 23'-6" I I I , _ _j L_ I INSTALL THREE SECTORS OF VERIZON WIRELESS ANTENNAS. FOUR (4) NEW ANTENNAS PER SECTOR, {TOTAL OF 12 ANTENNAS AND 12 RRU'S). INSTALL TWO (4) RRUS PER SECTOR, (TOTAL OF 6) ADJACENT TO ANTENNAS. PROVIDE EACH ANTENNA AND RRUS UNIT WITH "SOCK COVER" TO MATCH PROPOSED MONOEUCALYPTUS BRANCHES. ,+---PROVIDE {3) 10" x 18" HANDHOLES _ CENTERLINE OF VERIZON WIRELESS _____ _ ANTENNAS -~- ________ CENTERLINE OF HANDHOLES _____ ----"k-- ___ ._··~ ___ CENTERLINE OF VERIZON WIRELESS ___ _ . MICROWAVE ANTENN,&S □r-------~--CENTERLINE OF HANDHOLES . PROVIDE (2) 4• x 12" HANDHOLE I__,_ r .· 'I'{ • I I I I I I I i I I .- 1 ·.1-- 1 ,,---------AJTURE ANTENNAS BY OTHERS {IS NOT PART OF THIS APPLICATION AND REQUIRES A SEPARATE BUILDING PERMIT) 1 CENTERLINE OF AJTURE ,--------------------------- 1 ANTENNAS I . J' ' ~--PROVIDE {3) 1 o· x 18" HANDHOLES • 0 I 0:: 0:: w ... L _ _J, -io ~ 0:: w ~ z CENTERLINE OF HANDHOLES ____________________________ __,,,__ CENTERLINE OF FUTURE _ .------------SCADA ANTENNA ---~-- ~---PROPOSED 61'-0" HIGH CO-LOCATABLE VERIZON WIRELESS MONOEUCALYPTUS CENTERLINE OF HANDHOLES ------------------------ 'b I ;,, • 0 I ~ • "' I • <D I ?;; 0 w 0 w 0 w _, 0 :i:: 0 ~ :i:: • 0 I --on 0:: ~ w 0 0 ~ • 0 I ;., on SCALE: 1/4"=1'-o' 1 PROJECT #CUP 2019-0001 Jeffrey Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irvine, California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. R.F. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 01/02/19 03/04/19 DRAWING DATES PLANNING SUBMITTAL (P1) PLANNING COMMENTS (P2) SHEET TITLE ANTENNA PLAN & MONOEUCALYPTUS ELEVATION A-2.1 JRA JOB NUMBER: 161663 23'-6" . il.J_.lJ...l...n..lL lrlf777l"7rlr1' PROPOSED 61'-0" HIGH CO-LOCATABLE MONOEUCALYPTUS. INSTALL (3) SECTORS OF VERIZON ANTENNAS OF (4) NEW ANTENNAS PER SECTOR, FOR A TOTAL OF (12) ANTENNAS. PROVIDE EACH ANTENNA WITH "SOCK COVER" TO MATCH PROPOSED MONOEUCALYPTUS BRANCHES. RELOCATE ONE RAYCAP SURGE DEMARCATION BOX AND ADD (2) ADDmONAL RAYCAP SURGE DEMARCATION BOXES FOR A TOTAL OF (3). ADD (12) NEW RRU'S, 4 PER SECTOR. RELOCATED TWO EXISTING 4' -o• DIAMETER VZW MICROWAVE DISH ANTENNAS, PIPE ~------i MOUNTED TO PROPOSED 61 '-o• MONOEUCALYPTUS. ,,--PROPOSED FUTURE ANTENNAS (BY OTHERS) ,,--PROPOSED 61'-0" HIGH MONOEUCALYPTUS --PROPOSED FUTURE CMWD SCADA ANTENNAS (BY OTHERS). EXISTING PANEL ANTENNAS ~ TO BE REMOVED EXISTING 40' -o• MONOPOLE TO BE-----..__ REMOVED -----..._ EXISTING 4'-0" DIA. VERIZON---~ MICROWAVE DISH TO BE RELOCATE TO NEW VERIZON 61'-0" HIGH MONOEUCALYPTUS EXISTING VERIZON EQUIPMENT SHELTER •. -~ MODIFY EXTERIOR WALL AND INSTALL TILE ROOF TO MATCH ADJACENT RESIDENCE PROPOSED DECORATIVE COLUMN WITH STONE FINISH TO MATCH ADJACENT RESIDENCE --EXISTING WATER TANK NEW LOCATION FOR EXISTING VERIZON ___ ,,, TRANSFORMER MOUNTED ON CONCRETE PAD PROPOSED (2) A/C CONDENSING UNITS __ ./ MOUNTED TO CONCRETE PAD. PROPOSED FUTURE------_J EQUIPMENT SHELTER (BY OTHERS) ----------------1 ,---,' • Ll . . . . . . . : • 0 .I -<D NORTH ELEVATION SCALE: 1 /8"=1 '-0' 4 EXISTING PANEL ANTENNAS ~-TO BE REMOVED ~ EXISTING 40'-o" MONOPOLE-..._______ TO BE REMOVED -----..._ EXISTING 4' -o• DIA. VERIZON ---,.__ MICROWAVE DISH TO BE RELOCATE TO NEW VERIZON 61'-0" HIGH MONOEUCALYPTUS PROPOSED TILE ROOF ON--- EXISTING EQUIPMENT SHELTER EXISTING VERIZON EQUIPMENT SHELTER. MODIFY EXTERIOR WALL AND INSTALL TILE ROOF TO MATCH ADJACENT RESIDENCE EXISTING CHAINUNK~ FENCE \ PROPOSED 61'-0" HIGH CO-LOCATABLE MONOEUCALYPTUS. INSTALL (3) SECTORS OF VERIZON ANTENNAS OF (4) NEW ANTENNAS PER SECTOR, FOR A TOTAL OF (12) ANTENNAS. PROVIDE EACH ANTENNA WITH "SOCK COVER" TO MATCH PROPOSED MONOEUCALYPTUS BRANCHES. RELOCATE ONE RAYCAP SURGE DEMARCATION BOX AND ADD (2) ADDmONAL RAYCAP SURGE DEMARCATION BOXES FOR A TOTAL OF (3). ADD ( 12) NEW RRU'S, 4 PER SECTOR. PROPOSED FUTURE EQUIPMENT SHELTER IN FOREGROUND NOT SHOWN FOR PURPOSE OF CLARITY RELOCATED TWO EXISTING 4' -o• DIAMETER VZW MICROWAVE DISH ANTENNAS, PIPE MOUNTED TO PROPOSED 61'-0" MONOEUCALYPTUS. PROPOSED FUTURE---~ ANTENNAS (BY OTHERS) PROPOSED 61'-0" HIGH -~ MONOEUCALYPTUS PROPOSED FUTURE-~ CMWD SCADA ANTENNAS (BY OTHERS). ~ EXISTING WATER TANK ~-r:, ; f:7 r7 r-7 I' I I I I I I ·r I I I I I l I _. -[ : : I I I I i I I : ~. : :-: .. : r I . I I cl I I I I"" 1 I I I I I I I ··1 -I I I .I I I -1 ·.! I I I ii :. I L.J L...J L.J L..J ..J_ .. LLL·L.i..J g· 'T T T"i"'T f"l r/ ..1.. ..I.. .ILL LI. ~ •. TT,rOQ""] ~ EXISTING GRADE '-----PROPOSED DECORATIVE COLUMN WITH STONE FINISH TO MATCH ADJACENT RESIDENCE ~-INSTALL COAX CABLE PORT IN EXISTING SHELTER RETAINING WALL PROVIDE SHEET METAL CABLE SHROUD TO ROUTE CABLE TO TRENCH. PAINT TO MATCH RETAINING WALL SCALE: TOP OF MONOEUCALYPTUS PROPOSED 61'-0" HIGH CO-LOCATABLE MONOEUCALYPTUS. INSTALL (3) SECTORS OF VERIZON ANTENNAS OF (4) NEW ANTENNAS PER SECTOR, FOR A TOTAL OF (12) ANTENNAS. PROVIDE EACH ANTENNA WITH "sOCK COVER" TO MATCH PROPOSED MONOEUCALYPTUS BRANCHES. RELOCATE ONE RAYCAP SURGE DEMARCATION BOX AND ADD (2) ADDmONAL RAYCAP SURGE DEMARCATION BOXES FOR A TOTAL OF (3). ADD (12) NEW RRU'S, 4 PER SECTOR. (770.5') EXISTING PANEL ANTENNAS ~ TO BE REMOVED ~ • 0 I ;., IO CENTERLINE OF ANTENNAS (762.5') i7,. ~7--(:Y : i7 -. --: l ,:--! :: ·: ... L-' L:: I'~-J" ! I' (-t'-·I t:•·1 I. I I I I L f I I I ,:'1 ·1 I I I I I I I I I I I I I I I I I I · ·1·· l I I I I f r -LJ ~...J L...J L-1 l..lLocJ .::i..i. L-.11., , ]""'U,n7-:ll"TT!" : LL.1....i-1._l_-_1_::rr, -- , f"[f771"TT ,r'" TOP OF FOOTING 709.5')~~5~ RELOCATED TWO EXISTING 4' -o• DIAMETER VZW MICROWAVE DISH ANTENNAS, PIPE _,,,----j MOUNTED TO PROPOSED 61 '-o• MONOEUCALYPTUS. EXISTING 40' -0" MONOPOLE TO BE~ REMOVED ~ _,,,--PROPOSED FUTURE ANTENNAS (BY OTHERS) -----PROPOSED 61'-0" HIGH MONOEUCALYPTUS PROPOSED FUTURE-~ EQUIPMENT SHELTER (BY OTHERS) -....___ PROPOSED FUTURE CMWD SCADA ANTENNAS (BY OTHERS). EXISTING GRADE -~ EXISTING 4' -o• DIA. VERIZON -~----- MICROWAVE DISH TO BE RELOCATE TO NEW VERIZON 61'-o" HIGH MONOEUCALYPTUS EXISTING VERIZON EQUIPMENT SHELTER. MODIFY EXTERIOR WALL AND INSTALL TILE ROOF TO MATCH ADJACENT RESIDENCE ---------,-------------------------------- ' ' ;.:::::::;~ " I , II ~-i ' u . . r--, I I \ EXISTING CHAINLIN GATE/FENCE (SHOWN HIDDEN FOR CLARITY) INSTALL COAX CABLE PORT IN EXISTING SHELTER RETAINING WALL PROVIDE SHEET METAL CABLE SHROUD TO NEW LOCATION FOR EXISTING VERIZON TRANSFORMER MOUNTED ON CONCRETE PAD ROUTE CABLE TO TRENCH. PAINT TO MATCH RETAINING WALL PROPOSED DECORATIVE COLUMN WITH STONE FINISH TO MATCH ADJACENT RESIDENCE TI EAST ELEVATION SCALE: 1 /8"=1 '-0' 2 .. ~. EXISTING PANEL ANTENNAS ~ . . TO BE REMOVED PROPOSED 61 '-0" HIGH CO-LOCATABLE MONOEUCALYPTUS. INSTALL (3) SECTORS OF VERIZON ANTENNAS OF (4) NEW ANTENNAS PER SECTOR, FOR A TOTAL OF (12) ANTENNAS. PROVIDE EACH ANTENNA WITH "sOCK COVER" TO MATCH PROPOSED MONOEUCALYPTUS BRANCHES. RELOCATE ONE RAYCAP SURGE DEMARCATION BOX AND ADD (2) ADDmONAL RAYCAP SURGE DEMARCATION BOXES FOR A TOTAL OF (3). ADD (12) NEW RRU'S, 4 PER SECTOR • ....------EXISTING 40' -0" MONOPOLE ------TO BE REMOVED ~------EXISTING 4' -o• DIA. VERIZON MICROWAVE DISH TO BE RELOCATE TO NEW VERIZON 61'-0" HIGH MONOEUCALYPTUS RELOCATED TWO EXISTING 4' -o• DIAMETER VZW MICROWAVE DISH ANTENNAS, PIPE MOUNTED TO PROPOSED 61'-0" MONOEUCALYPTUS. PROPOSED FUTURE----- ANTENNAS (BY OTHERS) ~---EXISTING VERIZON EQUIPMENT SHELTER. MODIFY EXTERIOR WALL AND INSTALL TILE ROOF PROPOSED 61'-0" HIGH ----... MONOEUCALYPTUS i::=:::ic==ii::=:::ii::=:::i i::=:::Ji::=:::JC::::::::OE'.'.5.J i::=:::Ji::=:::Jc:::r:Jc:::=::o PROPOSED (2) A/C CONDENSING UNITS MOUNTED TO CONCRETE PAD. TO MATCH ADJACENT RESIDENCE ,,-----PROPOSED FUTURE EQUIPMENT SHELTER (BY OTHERS) EXISTING VERIZON EQUIPMENT SHELTER FUTURE CONCRETE STEPS & LANDING ~~~~~~~~, r---7 I ! LJ . ~--EXISTING WATER TANK PROPOSED FUTURE--- CMWD SCADA ANTENNAS (BY OTHERS). INSTALL COAX CABLE PORT IN EXISTING SHELTER RETAINING WALL PROVIDE SHEET METAL CABLE SHROUD TO ROUTE CABLE TO TRENCH. PAINT TO MATCH RETAINING WALL ~-----lcXISTING GRADE -·; ·_c r-'-; 1···1 ' ' ' ' ' ' ' ' ' 1-' •/ ' ' • l·_.--1. u r-: r7 17 - I ' I I 1° I ' I I I I I I ., ·I I I I I I I I I I I , I I / I I I I ; I -~ . I I ; J _'l I : : :. \']'-_: 'L..J L..J , L..J ;.1c.L.11..'1....cL.11:l ·'.lfT-117 .C-:.17_lf, .n ..L .a.. .ll....L i.JJl lJTlf"11'"V-if77f SCALE: SOUTH ELEVATION 1/8"=1·-o· 3 WEST ELEVATION 1 /8"= 1 '-0' 1 ----------. --------------··----------------- PROJECT #CUP 2019-0001 Jeffrey Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irvine, California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED . R.F. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD. CALIFORNIA 920D9 DRAWING DATES 01/02/19 PLANNING SUBMITTAL (P1) 03/04/19 PLANNING COMMENTS (P2) SHEET TITLE EXTERIOR ELEVATIONS A-3 JRA JOB NUMBER: 161663 EXISTING GSP ANTENNA AT PROPOSED LOCATION PROPOSED DECORATIVE COLUMN WITH STONE FINISH TO MATCH ADJACENT RESIDENCE. 12 I 0 r-7 I I I I L _ _J • D cc@ EXISTING EXTERIOR LIGHT FIXTURE ,---------EXISTING VERIZON EQUIPMENT SHRTER MODIFY EXTERIOR WALL AND INSTALL TILE ROOF TO MATCH ADJACENT RESIDENCE ,,----PROPOSED ROOF DORMER VENT PAINTED TO MATCH TILES ~--PROPOSED WOOD SIDING ON EXISTING EQUIPMENT SHELTER ------EXISTING WALL-HUNG A/C UNITS TO BE REMOVED, INFILL EXISTING SUPPLY & RETURN OPENING □.· ...... . -"1-------------;:r:~ c=:._'===~□~r-------~--~--.................................................... ~ ........... --..i..;._..........;............, ___ 4□1---~ EXISTING DOOR WITH EXISTING VERIZON WIRaESS □ VERIZON WIRaESS SIGNAGE PREMANUFACTURED □ C CONCRETE EQUIPMENT 0 SHELTER NORTH ELEVATION PROPOSED ROOF---~ DORMER VENT PAINTED TO MATCH TILES PROPOSED DECORATIVE COLUMN WITH STONE FINISH TO MATCH ADJACENT RESIDENCE. SOUTH ELEVATION PROPOSED ARCHITECTURAL COLUMN CONCRETE PAD (lYP.) EXISTING CONCRETE LANDING EXISTING VERIZON WIRaESS PREMANUFACTURED CONCRETE EQUIPMENT SHRTER ----------·----- ~-PROPOSED STUCCO EXTERIOR ON EXISTING RETAINING WALL, COLOR TO MATCH SURROUNDING RESIDENCES SCALE: 3/8n=1'-Q' ,,---EXISTING VERIZON EQUIPMENT SHELTER MODIFY EXTERIOR WALL AND INSTALL TILE ROOF TO . MATCH ADJACENT RESIDENCE 4 EXISTING GPS ANTENNA AT PROPOSED LOCATION ~i----PROPOSED WOOD SIDING ON EXISTING EQUIPMENT SHELTER ·,,=1---INSTALL COAX CABLE PORT IN EXISTING SHRTER RETAINING WALL PROVIDE SHEET METAL CABLE SHROUD TO ROUTE CABLE TO TRENCH. PAINT SHROUD TO MATCH RETAINING WALL SCALE: 3/8n=1'-o' 3 PROPOSED ROOF---~ DORMER VENT PAINTED TO MATCH TILES PROPOSED DECORATIVE ~ COLUMN WITH STONE FINISH TO MATCH ADJACENT RESIDENCE. EXISTING WALL-HUNG _ ___,, A/C UNITS TO BE REMOVED, INFILL EXISTING SUPPLY & RETURN OPENING EXISTING VERIZON WIRELESS PREMANUFACTURED CONCRETE EQUIPMENT SHRTER EXISTING GRADE WEST ELEVATION PROPOSED ROOF DORMER---~ VENT PAINTED TO MATCH TILES PROPOSED DECORATIVE-~ COWMN WITH STONE FINISH TO MATCH ADJACENT RESIDENCE. INSTALL COAX CABLE PORT IN EXISTING SHRTER RETAINING WALL PROVIDE SHEET METAL CABLE SHROUD TO ROUTE CABLE TO TRENCH. PAINT SHROUD TO MATCH RETAINING WALL -1 ; . EXISTING GRADE -~ EAST ELEVATION ,----EXISTING VERIZON EQUIPMENT SHRTER MODIFY EXTERIOR WALL AND INSTALL TILE ROOF TO MATCH ADJACENT RESIDENCE -~1~--PROPOSED WOOD SIDING ON EXISTING EQUIPMENT SHRTER INSTALL co.AX CABLE PORT IN EXISTING SHELTER RETAINING WALL. PROVIDE SHEET METAL CABLE SHROUD TO ROUTE CABLE TO TRENCH. PAINT SHROUD TO MATCH RETAINING WALL SCALE: 3/8n=1'-o' 2 ~--EXISTING VERIZON EQUIPMENT SHELTER MODIFY EXTERIOR WALL AND INSTALL TILE ROOF TO MATCH ADJACENT RESIDENCE EXISTING VERIZON WIRaESS PREMANUFACTURED CONCRETE EQUIPMENT SHELTER PROPOSED STUCCO EXTERIOR ON EXISTING RETAINING WALL, COLOR TO MATCH SURROUNDING RESIDENCES EXISTING GPS ANTENNA AT PROPOSED LOCATION _,,.---PROPOSED WOOD SIDING ON EXISTING EQUIPMENT SHaTER EXISTING GUARDRAIL PROPOSED ARCHITECTURAL COLUMN CONCRETE PAD (lYP.) SCALE: 3/8n=1'-Q' 1 PROJECT #CUP 2019-0001 J e ff re y Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irvine, California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. R.F. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 ~-----~-g.D ARC!f; v / .- APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 01/02/19 03/04/19 DRAWING DATES PLANNING SUBMITTAL (P1) PLANNING COMMENTS (P2) SHEET TITLE EQUIPMENT SHELTER ELEVA TONS A-4 JRA JOB NUMBER: 161663 KEY NOTES: <J> EXISTING VERIZON PRE-FABRICATED EQUIPMENT SHELTER TO REMAIN (SHOWN SHADED) EXISTING EQUIPMENT SHELTER FOUNDATION EXISTING CMU RETAINING WALL EXISTING BLOCK WALL FOOTING PROPOSED DECORATIVE COLUMNS WITH STONE FINISH TO MATCH ADJACENT RESIDENCES, TYPICAL OF EIGHT (8) PROPOSED WOOD SIDING PROPOSED TILE ROOF TO MATCH ADJACENT RESIDENCES PROPOSED COLUMN FOUNDATION □ i - 0 0 B>--~ NORTH ELEVATION SECTION VIEW 37'-1" 32'-6" 30'-6" 30'-0" 5 • • ,,, ,,, I I b i,, - 6 ·-. ·-----~.t==L--~~ 3, )-------.__ ~--<,8 • -I + ~ • 0 -I b - SCALE: 3/8"=1'-o' 3 KEY NOTES: <J> EXISTING VERIZON PRE-FABRICATED EQUIPMENT SHELTER TO REMAIN (SHOWN SHADED) EXISTING EQUIPMENT SHELTER FOUNDATION EXISTING CMU RETAINING WALL EXISTING BLOCK WALL FOOTING PROPOSED DECORATIVE COLUMNS WITH STONE FINISH TO MATCH ADJACENT RESIDENCES, TYPICAL OF EIGHT (8) PROPOSED WOOD SIDING PROPOSED TILE ROOF TO MATCH ADJACENT RESIDENCES PROPOSED COLUMN FOUNDATION 1 5 6 ' ' : ! ~----7 ' ' ' ' ' r----1 ,. ____ _, ' ' 19'-4" 14'-6" 12·-s· 11·-11· EAST ELEVATION SECTION VIEW i ~--; ' ' l __ ½ • ~ I + -• 0 • ~ • .., I .., I b I b -a, ~ SCALE: 3/8"=1'-Q' 1 PROJECT #CUP 2019-0001 Jeffrey Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irvine, California 92617 tel 949J60.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. R.F. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 DRAWING DATES 01/02/19 PLANNING SUBMITTAL (P1) 03/04/19 PLANNING COMMENTS (P2) SHEET TITLE EQUIPMENT SHELTER SECTIONS A-4.1 JRA JOB NUMBER: 161663 EXISTING WATER TANK~ ~ 728.30' SECTION A EXISTING CONCRETE GUTTER 49'-10 1/32" EXISTING FINISH GRADE ..Q...ll...ll..J..LLLI -u-T irr..rri-rr ~--*·,:cf~:~~ --r'-1 ' , __ -,-,. ' [ ... ,. ,;._::> ' ·'. : >:--,_, I ' , <',' • TOP OF TT0.50' MONOEUCALYPJUS . :) CENTER LINE OF 762.50' _, -~ --------------4'--t----,,1,- ANTENNAS 15' SETBACK LINE BRANCHES , rEXISTING !/ PROPERTY LINE b I ;., IO • 0 .. -<O TOP OF FOOTING 709.50' ' 13'-3"± 15•-o· SIDE YARD SETBACK -----------------· -----,,,,_ SCALE: 1 r. ' 1 /8"=1 '-0" 0 4' 8' PROJECT #CUP 2019-0001 Jeffrey Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irvine, California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INfORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. R.F. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 9261 B APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 01/02/19 03/04/19 DRAWING DATES PLANNING SUBMITTAL (P1) PLANNING COMMENTS (P2) SHEET TITLE SITE SECTION A-5 JRA JOB NUMBER: 161663 r ... COMMSCOPE NHH-45C-R2B ANTENNA MATERIAL: FIBERGLASS, UV RESISTANT ANTENNA COLOR: LIGHT GRAY DIMENSIONS, HxWxD: 96"x18.0"x7.0" WEIGHT: 87.1 lbs WIND LOAD: FRONTAL: 1460.0 N @ 150 km/h LATERAL: 325.0 N @ 150 km/h MAXIMUM: 241 km/h l;i" ' RF CONNECTOR I INTERFACE: 6 4.3-10 FEMALE RF CONNECTOR LOCTION: BOTTOM SIDE l:L 1 ' -I 0 BOTTOM ANTENNA SPECIFICATIONS (N) MOUNTING PIPE.----~ (N) VALMONT PIPE TRANSFER--""' KIT OR EQUAL, TYP. REAR i ' • 0 0 • 0 0 I I 0 • • 0 0 0 • T l M o: "" I I 0 . . 0 0 0 . i • • l .. ----- 18.0" SCALE: NONE 0, ,n 0, 6 '---(N) VZW RAYCAP; SEE DETAIL 4/A-6. (E) STANDOFF.-------:,~l~i==-:!, ~-------1,N) PIPE CLAMP. SIDE VIEW (N) STANDOFF ARM; ------~.,.~: SEE STRUCTURAL TREE-POLE DRAWINGS. I "'"' "' "' I "' Q, (N) 1/2"¢ U-BOLT. -------------t:----"'--~-~7;:1"-~'"'?_ I '1 ,~ : i ~ J -r::i. (N) VZW RAYCAP; -------------at I SEE DETAIL 4/A-6. 'i I I I I I l I I (N) VALMONT PIPE TRANSFER KIT OR EQUAL, TYP.--'....Y-..___..___ : : ..___ '-..___ I ) ..___ I ,,, ..___ / .,__ ..J.,.-/ (N) 2"¢ STANDARD STEEL PIPE GALVANIZED.-----------~>~ RAYCAP MOUNT DETAIL SCALE: NONE 5 RAYCAP RCMDC 3315-PF-48 COLOR: GRAY DIMENSIONS, HxWxD: 28.93"x15.73"x10.3" WEIGHT: 32.0 lbs t 15.73" -r n FRONT SIDE LJ I II I TOP RAYCAP SPECIFICATIONS NOTES: ,--------(N) VZW ANTENNA; SEE DETAIL 1/A-6 OR 6/A-6. ~---~ ~~ ~·~ ~~-. /2 ,~ ,;;; , I'./ '.¾. :' 'J.--4.----tt-----1;,,,J • . (N) VZW DUAL ANTENNA MOUNT; ~ 1= ~ ~, .. : . COMMSCOPE #BSAMNT-SBS-2-2-L. 11-----(N) VZW ANTENNA; SEE DETAIL 1 /A-6 OR 6/A-6. ? ~¾" ~ ~ . ?/4 -1,,Jf''--jf-----(N) VZW DUAL ANTENNA MOUNT; ' . .,___,, COMMSCOPE #BSAMNT-SBS-2-2-L. . : H--+---f'-tt-----(N) ANTENNA MOUNTING PIPE. . . ' . : '---...: . <' ~~ ~ ~-1,.,.,,1. f--jj----(N) VZW DUAL ANTENNA MOUNT; "'-• { . ' COMMSCOPE #BSAMNT-SBS-2-2-l. • ' co co "' N ~- SCALE: NONE 1. ALL (N) STEEL TO BE HOT-DIPPED GALVANIZED. 2. SEE ANTENNA MANUFACTURER SPECS. FOR COMPLETE ANTENNA AND BRACKET SPECIFICATIONS. DUAL ANTENNA MOUNT SCALE: NONE ' I') "' 00 N 4 3 RRU DIMENSIONS, HxWxD: 28.00"x19.0"x14.0" WEIGHT: 105.00 LBS. ' 0 ~ co N 19.0" RRU SPECIFICATIONS COMMSCOPE NHH-658-R2B ANTENNA MATERIAL: ANTENNA COLOR: DIMENSIONS, HxWxD: WEIGHT: WIND LOAD: RF CONNECTOR INTERFACE: RF CONNECTOR LOCTION: FIBERGLASS, UV RESISTANT LIGHT GRAY 96"x11.9"x7.1" 51.6 lbs FRONTAL: LATERAL: MAXIMUM: 875.0 N @ 150 km/h 271.0 N @ 150 km/h 241 KM/H @ 150 km/h (6) 7-16 DIN FEMALE BOTTOM tj I ' I I , ' ' SIDE BOTTOM ANTENNA SPECIFICATIONS 14.0" SCALE: NONE REAR "' M D ,I, I 11.9" I l 1 SCALE: NONE 2 r--- 1 PROJECT #CUP 2019-0001 J e ff re y Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irvine, California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. R.F. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 01/02/19 03/04/19 DRAWING DATES PLANNING SUBMITTAL (Pl) PLANNING COMMENTS (P2) SHEET TITLE DETAILS A-6 JRA JOB NUMBER: 161663 ... _, ' ~--CARRIER CONDENSER. ~--1/2"¢ HILT! KWIK BOLT TZ SS W/ 2" PENETRATION AT EACH MOUNTING LOCATION (6 TOTAL). ESR-1917. SPECIAL INSPECTION REQUIRED. DIRECT TENSION LOAD = 2000 LBS. OR TORQUE TEST ; 50 FT LBS. ~----(N) CONCRETE PAO; PER DETAIL 5/A-7. CONDENSER UNIT ANCHORAGE SCALE: NONE 6 ~-----A/C CONDENSER; SEE MECHANICAL PLANS. ANCHOR PER DETAIL 6/A-7. ~-----3/4" CHAMFER AT EXPOSED EDGES. ~'k------1----+---Y ,Ac---t-------6" THK. 2,500 PSI CONCRETE PAD W/ #4 REBAR@ 6'-0" CONDENSER CONCRETE PAD 12" 0.C. PROVIDE MEDIUM BROOM FINISH. SCALE: NONE 5 (N) #8 SCREWS, 2 PLACES AT EVERY 4' -0" O.C. (N) GALVANIZED 3/16"x3"x3" BENT METAL CLIP, 2-PLACES AT EVERY 4' -0" 0.C. I I <( I I I I <( I I I I I I I (N) GALV. 3/16"X3"X3" BENT CLIP <( I WITH 3/8"¢ HILTI KWIK I BOLT TZ SS. 2" MIN. EMBED. I (EACH SIDE) (N) EQUIPMENT SHELTER.----------+---4---I I (N) 14 GA. GALVANIZED SHEET-------~ METAL CABLE CHASE. PAINT TO MATCH SHELTER. (N) 6"¢ PVC CONDUIT STUB-UP 1···--------t---. ABOVE TOP OF CONCRETE WITH EXPANSIVE FOAM SEALANT. <D I (N) CONCRETE SLAB AT -----+--~-~ BASE OF SHELTER FOOTING. I I I I <( I I I I I I I I <( < I I I I SHELTER FOOTING. CONDUIT STUB-UP AT SHELTER SCALE: NONE 4 ' <D I "' (E) 1//A~L. ---+--+--+-10 ' r r.o 1 '-1 o" 3'-0" NOTES 1. NUMBER OF CONDUITS USED MAY VARY; INCREASE OR DECREASE SHROWD SIZE AS NECESSARY. 2. (E) TOWER FOOTING SIZE MAY VARY; INCREASE OR DECREASE SHROUD SIZE AS NECESSARY. 3. ALL STEEL TO BE HOT DIPPED GALVANIZED. CONDUIT STUB-UP PROPOSED 14 GA. GALVANIZED SHEET METAL FLARE AT BASE. PAINT TO MATCH EXISTING SHELTER. !litli1CXt-+------PROPOSED L3x3x1/4 WITH (2) 1 /2"¢ HILT! KWIK BOLT TZ SS. 2" MIN. EMBED. (EACH SIDE). ~--PROPOSED (2) 1 "¢ PVC CONDUIT STUB-UP 1" ABOVE CONCRETE. ~--PROPOSED (6) 6"¢ PVC CONDUIT STUB-UP 1" ABOVE CONCRETE '-+------1/2"¢ MACHINE BOLT, TYP. TO 14 GA. SHEET METAL COVER. TYP. (3) PER SIDE. PROPOSED 6" THK. CONCRETE SLAB. SCALE: NONE 3 NOT USED SECTION FOR USE UNDER SECTION FOR USE PAVEMENT OR VEHICLE UNDER GRASS OR TRAFFIC AREAS BARE GROUND AREAS 1'-0" :--J---"'--~t-----"-""=l.---RESEED AS NEEDED. ~--COMPACTED (E) NATIVE SOIL. (N) GRAVEL BASE COMPACTED ----~ TO 90% STANDARD PROCTOR -... ~~+---(N) WARNING TAPE. MAXIMUM DRY DENSITY. SCALE: NONE ~--(N) SAND OR 2-SACK SLURRY ENCASEMENT. '---(6) 6"¢ CONDUITS FOR COAX. CONDUIT TRENCH DETAIL SCALE: NONE ' <D IY W oz : ::J 0 f-l v, • 0 "'J IY u.. u.. 03 IY 0 w ...J f-w i'5 a:, IY G 2 1 PROJECT #CUP 2019-0001 Jeffrey Rome I ASSOCIATES architecture I telecommunications 131 Innovation Driver Suite 100 Irvine, California 92617 tel 949.760.3929 \ fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. R.F. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 01/02/19 03/04/19 DRAWING DATES PLANNING SUBMITTAL (P1) PLANNING COMMENTS (P2) SHEET TITLE DETAILS A-7 JRA JOB NUMBER: 161663 NOT USED SCALE: NONE 5 NOT USED SCALE: NONE 4 .. 1. No. 30 ASPHALT-SATURATED FELT MUST COMPLY WITH ASTM D-226 (ASTM D4869 TYPE IV). 2. AN ANTI-PONDING DEVICE IS REQUIRED AT ALL RAISED FASCIA CONDrTIONS TO SUPPORT THE UNDERLAYMENT AND PROVIDE POSITIVE DRAINAGE. 3. RAISE EAVE STRIP EQUAL TO HEIGHT COMBINED THICKNESS OF BATTEN SYSTEM AND THICKNESS OF ONE COURSE OF TILE. 4. ALL FASTENERS MUST PENETRATE A MINIMUM OF 3/ 4" INTO DIMENSIONAL WOOD DECKING OR PASS THROUGH WOOD PANEL SHEATHING WHICHEVER IS LESS AND COMPLY TO ASTM A-641 CLASS 1. 5. ALL CONCRETE ROOF TILE AND MATERIALS TO BE MINIMUM CLASS "c" ROOF COVERING. 6. CONCRETE ROOF TILE MUST COMPLY WITH ASTM C-1492 SPECIFICATIONS. 7. ROOF TILE APPROXIMATE WEIGHT PER 100 SQ. FT. = 1000 POUNDS. ROOFING NOTES NOT USED ------------- SCALE: NONE 3 I I / I/ k / ,; ,; 2X COLUMN FRAMING.-----------------';=+-'-+~ ,; / : / ,1,>== / ELDORADO STONE VENEER (LIMESTONE --------------41 / SAN MARINO OVER 1 /2" TYPE S MORTAR ') '// SETTING BED. ?= [ ·' / METAL LATH OVER 2-LAYERS WATER RESISTANT BARRIERS L, ,; OVER 1 /2" WOOD SHEATHING. '== 'f:'. !;; "= r:'. t NEW SILL PLATE. -------------------+--+-HU >- = i~~. ITT7 :~ >< I -_______________ _'.::~"#....1.a:;:::....._...:::::,L ____ .::/ .. _·_ ··_;;· c-'-7··. 24 GA. GALV. WEEPSCREED. ' -~ ~=--:=====-== I I " I I °" I I I I NEW POUNDATION. ---------'----····_·········-----····_·····_···_··_·__,,.; I I I I ~------. --- COLUMN FINISH SPANISH STYLE ROOF TILE.---------------- BATTEN STRIPS.-------------~ No. 30 ASPHALT-SATURATED FELT------~ UNDERLAYMENT. 1 /2" PLYWOOD----------~ SHEATHING. -----------~~~~~-EAVE RISER:-~ 24 GAUGE GALVANIZED METAL--__,/, ANTI-PONDING FLASHING. T&G FINISH BOARD ATTACHED TO / UNDERSIDE OF EAVE. l I ELDORADO STONE VENEER (LIMESTONE -------------~ ' , SAN MARINO OVER 1/2" TYPE S MORTAR SETTING BED. >< = - --- -" 1 I I I SCALE: NONE METAL LATH OVER 2-LAYERS -----------------~ 'J---l-------r--1 - ' f., WATER RESISTANT BARRIERS OVER 1 /2" WOOD SHEATHING. ~ ~ -. MATCHING STONE VENEER------------------~ ARCH. ' '>< T&G FINISH BOARD ATTACHED TO--------------------' UNDERSIDE OF EAVE. i I I I i I I\ I I ' ' 7 1/1 2X4 VERTICAL FURRING STRIPS--------------------------W @ 24" O.C. ATTACHED TO SHELTER WALL W/ 1/4"¢ TITEN SCREWS @ 12" 0.C. . WOOD SIDING OVER 2-LAYERS ------------------------">l,lt WATER RESISTANT BARRIERS OVER 1 /2" WOOD SHEATHING. FINISH AT ROOF EAVE SCALE: NONE I 2 1 PROJECT #CUP 2019-0001 Jeffrey Rome I ASSOCIATES architecture I telecommunications 131 Innovation Drive, Suite 100 Irvine, California 92617 tel 949.760.3929 I fax 949.760.3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED. R.F. PREPARED FOR verizon✓ 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 * "' - ---...::~~~~ ~ CAI.I APPROVALS ZONING CONSTRUCTION SITE ACQUISITION OWNER APPROVAL SITE NAME LA COSTA RESERVOIR (OTHRUP) 3023 ALGA ROAD CARLSBAD, CALIFORNIA 92009 01/02/19 03/04/19 DRAWING DATES PLANNING SUBMITTAL (P1) PLANNING COMMENTS (P2) SHEET TITLE FINISH DETAILS A-8 JRA JOB NUMBER: 161663