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Home My WebLink About07 PC REPORT MYFORD RD WIRELESS FACILITY DocuSign Envelope ID:8B93B746-62C6-4709-9679-3BB65A8E71F0 AGENDA REPORT ITEM #7 MEETING DATE: NOVEMBER 8, 2022 TO: PLANNING COMMISSION FROM: COMMUNITY DEVELOPMENT DEPARTMENT SUBJECT: CONDITIONAL USE PERMIT 2022-0013 DESIGN REVIEW 2022-0022 APPLICANT: PROPERTY OWNER: DAVID MCKINLEY B8 MYFORD INDUSTRIAL OWNER, LLC CCTMO LLC "CROWN CASTLE" 938 AZALEA DRIVE 2055 S. STEARMAN DRIVE COSTA MESA, CA 92626 CHANDLER, AZ 85286 LOCATION: 14451 MYFORD ROAD GENERAL PLAN: PLANNED COMMUNITY COMMERCIAL/BUSINESS (PCCB) ZONING: PLANNED COMMUNITY INDUSTRIAL (PC IND) ENVIRONMENTAL THIS PROJECT IS CATEGORICALLY EXEMPT PURSUANT TO THE STATUS: CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) SECTION 15303 (CLASS 3)AND SECTION 15302 (CLASS 2) REQUEST: A REQUEST TO CONSTRUCT AND OPERATE A STEALTH MAJOR WIRELESS COMMUNICATION FACILITY CONSISTING OF A NEW 72-FOOT HIGH, MONO-EUCALYPTUS WITH ANCILLARY GROUND-MOUNTED EQUIPMENT AT 14451 MYFORD ROAD RECOMMENDATION That the Planning Commission adopt Resolution No. 4460 approving Conditional Use Permit (CUP) 2022-0013 and Design Review (DR) 2022-0022, a request to construct and operate a stealth major wireless facility consisting of a 72-foot high mono-eucalyptus and ancillary ground-mounted equipment. The applicant also proposes the removal of an existing T-Mobile major wireless facility and ground-mounted equipment located on the same parcel located at 14451 Myford Road. DocuSign Envelope ID:8B93B746-62C6-4709-9679-3BB65A8E71F0 Planning Commission November 8, 2022 CUP 2022-0013 and DR 2022-0022 Page 2 APPROVAL AUTHORITY Tustin City Code (TCC) Section 9276d(1) requires any major wireless communication facility to receive approval of a CUP from Planning Commission. The proposed project is considered a major wireless facility, which is defined in TCC 9276b as"ground-mounted on property not within the public right-of-way." Pursuant to TCC Section 9276e, DR is also required for the establishment or modification of any wireless communication facility in the City and when a CUP is required, the DR authority shall be deferred to the Planning Commission. BACKGROUND Site and Surrounding Properties The subject property is located at 14451 Myford Road which is a new industrial building development located near the intersection of Myford Road and Walnut Avenue. The property is located in the Planned Community Industrial (PC IND) Zoning District, is subject to the Irvine Industrial Complex Planned Community District regulations and located within the Planned Community Commercial/Business General Plan Land Use Designation. The project site is bounded by Myford Road and the City of Irvine on the east, an alleyway and light industrial to the west, north and south of the project site (Figure 1). Project Location � � a o j a, O x, Figure 1 -Location Map DocuSign Envelope ID:8B93B746-62C6-4709-9679-3BB65A8E71F0 Planning Commission November 8, 2022 CUP 2022-0013 and DR 2022-0022 Page 3 DISCUSSION Project Description In 2021, entitlements for the new 219,827 square foot industrial building were approved that required the existing monopole to be relocated temporarily to an area that did not conflict with new development. Figure 2 shows the location of the newly built industrial building and site improvements in relation to the existing monopole and the proposed location of the subject major wireless facility. Industrial Building __ 17 l.L Proposed Mono-Eucalyptus (Wireless Communication Facility) Location I I T- i auLJ. _ - o� Wko Figure 2—Proposed Project Location The project consists of one (1), 72-foot high stealth major wireless communication facility designed to look like a eucalyptus tree and would be located in the northeasterly portion of the property. The stealth mono-eucalyptus tree is designed for the co-location of T-Mobile and DISH Wireless and would conceal a total of nine (9) panel antennas, six (6) remote radio units (RRUs), and six (6) radio antennas that would be attached to a sixty-three (63) foot high pole (Figure 3). The overall height of the major wireless facility including the faux eucalyptus branches and foliage is proposed at 72-feet high. DocuSign Envelope ID:8B93B746-62C6-4709-9679-3BB65A8E71F0 Planning Commission November 8, 2022 CUP 2022-0013 and DR 2022-0022 Page 4 The ancillary equipment will be ground mounted and located within a 441 square foot (21 feet by 21 feet) block wall enclosure. All ancillary equipment will be screened behind the enclosure wall that is proposed at six (6) feet - (8) inches in height. Condition No. 2.13 requires that the block wall be painted to match the color palette of the new building with new drought tolerant landscaping (Figure 4). The proposed location is within an existing parking lot that serves the industrial building and no parking stalls are required to be removed as a result of the proposed wireless facility. The applicant's request includes the removal of the temporary wireless facility and equipment located adjacent to the southeastern property line of the same parcel. Site Selection and Height The City's Wireless Community Facility Regulations and Guidelines (TCC Section 9276 et seq.) specifies development criteria for all wireless communications facilities, such as site selection, locational criteria and guidelines, height standards, and screening criteria, etc. Section 9276f(1)states that wireless communications facilities shall be located in areas that will minimize their aesthetic intrusion into the community and that ground-mounted facilities should be located in close proximity to existing above-ground utilities or trees of comparable heights. In addition, site selection preference includes locations where existing topography, vegetation, buildings or other structures provide the greatest amount of screening. The proposed siting of the facility meets the above criteria because existing vegetation, separation and the stealth design will screen the facility and minimize visual intrusion. Further, TCC 9276h encourages major wireless communications facilities to locate and/or co-locate on properties that are located within the Industrial (M) and Planned Community Industrial PC-IND zoning district. The proposed facility will be located within the PC-IND zoning district and is designed to allow for two (2) carriers. There are existing mature trees on the adjacent site and new landscaping located on the project site and adjacent to the wireless facility. Existing landscaping in the general vicinity of the project site makes the proposed faux eucalyptus tree a suitable design for the project. The TCC specifies a 300-foot distance separation between a major wireless facility and a residential zone or land use. Additionally, the TCC specifies a 100-foot distance separation from any existing, legally established major wireless communications facility. As proposed, the nearest residential development is over 1,584 feet away. Additionally, the proposed facility would be located approximately 0.80 miles south of an existing rooftop mounted wireless facility located at 2961 EI Camino Real at the Tustin Marketplace.As proposed, the wireless communications facility will comply with distance separations for both residential uses and existing major wireless facilities. DocuSign Envelope ID:8B93B746-62C6-4709-9679-3BB65A8E71F0 Planning Commission November 8, 2022 CUP 2022-0013 and DR 2022-0022 Page 5 Top of Mono-Eucalyptus Faux Branches/Leaves (72-feet) Ali Top of T-Mobile Anten :] na (66-feet 6-inches) ' Top of Pole (63-feet) T-Mobile Antenna Rad Center (62-feet 6-inches) d Dish Antenna Rad Center (53-feet) P9 888 .r f ry Y tl99994 n�.. .. � ... iP7ACe-Fcsra- End Faux Bark& Start Paint (25-feet) Start Branches/Foliage (20-feet) 6-foot— 8-inch High Block Wall Enclosure (painted to match industrial building) a 1 11 Figure 3—Proposed 72'-High Mono-Eucalyptus Wireless Communication Facility DocuSign Envelope ID:8B93B746-62C6-4709-9679-3BB65A8E71F0 Planning Commission November 8, 2022 CUP 2022-0013 and DR 2022-0022 Page 6 6 foot- 8-inch High Wall, 441 Square Foot Enclosure 1 Ground-Mounted Equipment Area JII 44 1 � 4 to u I of nii a� rorraoaarc* - .. .. Proposed 72-Foot Tall Mono- Eucalyptus Wireless Communication Facility Figure 4—Ground-Mounted Equipment Area The proposed location of the wireless communications facility provides adequate screening from the residential community to the northwest and the motorists along Myford Road and Walnut Avenue due to its location to the rear of the existing industrial buildings and its distance to the Myford Road right-of-way (Figure 5). The wireless facility is located approximately 700 feet from the public right-of-way and is adjacent to existing landscaping. Although the existing landscaping is lower than the proposed mono-eucalyptus, its distance from Myford Road and its location tucked in among surrounding buildings minimizes visual impacts of the proposed facility (Figure 6). The proposed mono-eucalyptus design is also superior to the existing wireless facility that is proposed to be decommissioned. DocuSign Envelope ID:8B93B746-62C6-4709-9679-3BB65A8E71F0 Planning Commission November 8, 2022 CUP 2022-0013 and DR 2022-0022 Page 7 Proposed 4 72-Foot High Mono-Eucalyptus Existing Two-Story Industrial Building ft ;,jop A . -- r ai Figure 5-Photo Simulation Looking North from Walnut Avenue Proposed New 46'-6" high Industrial Building 72-Foot High Mono-Eucalyptus Figure 6-Photo Simulation Looking North from Myford Road According to the applicant, the current height of the existing wireless facility (54-feet high) would not provide quality coverage, due to the height and location of the newly constructed industrial building which is forty-six (46) feet — six (6) inches high. The proposed height would allow the wireless facility to meet the full Radio Frequency (RF) required to provide adequate coverage for the end users of the wireless communication facility. Height restrictions within the Irvine Industrial Complex Planned Community District Regulations are dictated by the Federal Aviation Administration (FAA). The proposed maximum height of seventy-two (72)feet for the mono-eucalyptus is expected to be clear DocuSign Envelope ID:8B93B746-62C6-4709-9679-3BB65A8E71F0 Planning Commission November 8, 2022 CUP 2022-0013 and DR 2022-0022 Page 8 of the airspace easement for John Wayne Airport. Per proposed Condition of Approval No. 1.10, the applicant is responsible for obtaining any required approvals or clearances for work in any John Wayne Airport airspace easement areas. Co-Location on Proposed Mono-Eucalyptus Facility by Future Providers Under Government Code Section 65850.6, a wireless co-location facility that complies with the requirements of the wireless facility ordinance and received a discretionary permit may install a future co-location on the facility without a City discretionary permit. Accordingly, if the proposed facility is approved as a co-location facility, future carrier's antennas installed at this facility would only require administrative approval through the issuance of building permits. This process allows future co-location wireless facilities to be processed expediently and would be in conformance with State law and TCC Section 9276f(2), which identifies co-location as the first preference in determining site selection for wireless communication facilities within the City of Tustin. The project, as proposed, is a co-location for T-Mobile and Dish Wireless. ENVIRONMENTAL This project has been determined to be Categorically Exempt pursuant to Section 15303 (Class 3) and Section 15302 (Class 2) and of the California Environmental Quality Act (CEQA). CONCLUSION Based the findings and Conditions of Approval contained in Resolution No. 4460, staff recommends that the Planning Commission adopt CUP 2022-0013 and DR 2022-0022 to establish a seventy-two (72)foot high major wireless communication facility consisting of a stealth mono-eucalyptus and associated equipment enclosure. Docu5igned 6y: Dau!S!gned by Na tV i� ° M& �, aYYa%�in 687dQEF5F8t2d4' FS r.HBF!.;rn?`,,.fF Nader Khalil Raymond Barragan Associate Planner Consultant Principal Planner EDacu Signed 6y: i *a �h,u�d� 2ESHE588F82[�d7F for: Justina Willkom Community Development Director Attachments: A. Location Map B. Land Use Fact Sheet C. Submitted Plans D. Resolution No. 4460 ATTACHMENT A LOCATION MAP ATTACHMENT A Radius Map 14451 Myford Road APN: 432-473-21 ©a " ,cam r V 1000 ft. 500 ft. , 300 ft. N ;r. y / 300 ft, 500 ft,and 1000 ft Radius TT NT N S TS T ATTACHMENT B N S T N TS T 1. LAND USE APPLICATION NUMBER(S): CONDITIONAL USE PERMIT (CUP) 2022-0013 AND DESIGN REVIEW(DR) 2022-0022 2. LOCATION: 14451 MYFORD ROAD - PLANNED COMMUNITY INDUSTRIAL ZONING DISTRICT (PC IND), SUBJECT TO IRVINE INDUSTRIAL COMPLEX PLANNED COMMUNITY DISTRICT REGULATIONS 3. APN: 432-473-21 4. PREVIOUS OR CONCURRENT APPLICATIONS RELATING TO THIS PROPERTY: DR 95-041 (MONOPOLE); CUP 99-004 (MODIFY EXISTING MONOPOLE HEIGHT) 5. SURROUNDING LAND USES: NORTH: INDUSTRIAL EAST: INDUSTRIAL SOUTH: INDUSTRIAL WEST: INDUSTRIAL 6. SURROUNDING ZONING DESIGNATION: NORTH: PC IND EAST: CITY OF IRVINE SOUTH: PC IND WEST: PC IND 8. SURROUNDING GENERAL PLAN DESIGNATION: NORTH: PCCB EAST: CITY OF IRVINE SOUTH: PCCB WEST: PCCB 9. SITE LAND USE ST N R S A. LAND USE: INDUSTRIAL NO CHANGE B. GENERAL PLAN: PCCB NO CHANGE C. ZONING: PC IND NO CHANGE NT TS 10. LOT AREA: 220,000 SF (5.05 ACRES) 11. TENANT SPACE: 441 SF (LEASE AREA) ST N R S 12. PARKING: INDUSTRIAL WAREHOUSE NO CHANGE 13. HEIGHT: 54-FOOT MONOPOLE 63' TOP OF POLE; 66'-6" TOP OF ANTENNA; 72' TOP OF MONO- EUCALYPTUS FOLIAGE 14. DEVELOPMENT: THE SITE IS AN EXISTING DEVELOPMENT WHERE THERE IS NO CHANGE OF PRIMARY USE OR EXPANSION OF FLOOR AREA, AND THE REQUEST WOULD NOT ALTER THE ORIGINAL INTENT OF THE SITE. TT NT S TT NS PLANS PREPARED FOR: SITE NAME: CM002 BOLERO CROWN CC CASTLE CROWN BU NUMBER: 823202 GGTMQLLG"CROWN CASTLE ' PLANS PREPARED BY: T-MOBILE NUMBER: LA02002A Jacobs. Challenging today. SITE ADDRESS: 14451 MYFORD RD Reinventing tomorrow. ' CASTLE Jacobs Telecommunications,Inc. T U ST I N CA 92 780 2600 Michelson Drive,Suite 500 7 Irvine,CA 92612 949-224-7500 TOWER TYPE: 63 FT. HIGH MONO-EUCALYPTUS CARRIER T • •Mobile - PROJECT TEAM PROJECT DESCRIPTION PROJECT SUMMARY SHEET DESCRIPTION REV b dih APPLICANT CROWN CASTLE PROPOSE TO CONSTRUCT,OPERATE AND MAINTAIN AN UNINHABITED T-1 TITLE SHEET CCTMO LLC"CROWN CASTLE WIRELESS TELECOMMUNICATIONS FACILITYTO RELOCATEAN EXISTING T-MOBILE FACILITY. LESSEE PROPERTY OWNER T-2 GENERAL NOTE 4 s 2055 S.STEARMAN DRIVE CCTMO LLC"CROWN CASTLE' CONTACT:- T-3 GENERAL NOTE 4 CHANDLER,ARIZONA 85286 (P)INSTALLATION OF 63 FT.HIGH MONO-EUCALYPTUS WITH T-MOBILE ANTENNAS& 2055 S.STEARMAN DRIVE ADDRESS: - VYIr2lES8. CONTACT:David McKinley ACCESSORY EQUIPMENT; CHANDLER,ARIZONA 85286 T-4 GENERAL NOTE 4 PHONE:(480)735-6952 (P)T-MOBILE COMPOUND(E)EQUIPMENT T-5 ABBREVIATIONS SPECIFICATIONS&SYMBOLS 4 CONTACT:JESSE CASTANEDA CONSTRUCTION MANAGER • (P)UTILITY RUNS FROM ELECTRICAL&TELEPHONE SOURCES TO H-FRAME TO CARRIER'S APPLICANT'S REPRESENTATIVE ENGINEERING LICENSE: PHONE:(951)795-6796 EQUIPMENTAREA; T-6 GENERAL STRUCTURE NOTE 4 200 SPECTRUM CENTER DRIVE,SUITE 1700 • REMOVE EXISTING T-MOBILE 54 FT.MONOPOLE;EXISTING T-MOBILE LOADINGTO BE JACOBS TELECOMMUNICATIONS,INC. T-7 GENERAL STRUCTURE NOTE 4 IRVINE,CA.92618 RELOCATED TO(P)MONOPOLE TOWER ALONG WITH COAX,POWER&FIBER LINES. 2600 MICHELSON DRIVE,SUITE 500,IRVINE,CA.92612 TOWER OWNER A-1 EXISTING SITE PLAN 1 THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: CONTACT:RACHAEL DAVIDSON SITE ACQUISITION/ PLANNING TOWER SCOPE OF WORK: PHONE(619)729-2294 CCTNU LLC"CROWN CASTLE' A-2 PROPOSED SITE PLAN 2 • INSTALL(3)PROPOSED MW PANA FLUSH MOUNTS TS(11 SECTOR) JACOBS TELECOMMUNICATIONS,INC. • INSTALL(3)PROPOSED ANTENNA FLUSH NAS(I (1 PER SECTOR)(SABRE PROPERTY INFORMATION A-3 EXISTING T-MOBILE EQUIPMENT PLAN 0 2600 MICHELSON DRIVE SUITE 500,IRVINE,CA.92612 C10114332-22788) RF ENGINEERS A-4 PROPOSED T-MOBILE EQUIPMENT PLAN 4 CONTACT:RACHAEL DAVIDSON • INSTALL PROPOSED JUMPERS SITE NAME: CM002 BOLERO A-S T-MOBILE ANTENNA LAYOUT 6 PHONE:(619)729-2294 INSTALL(6)PROPOSED RRHS(2 PER SECTOR) T-MOBILE: C84392 INSTALL(1)PROPOSED OVERVOLTAGE PROTECTION DEVICE(OVP) SITE ADDRESS:14451 MYFORD RD CONTACT:X A-6 T-MOBILE ANTENNA SCHEDULE 4 ENGINEER INSTALL(1)PROPOSED HYBRID CABLE TUSTIN,CA 92780 PHONE:X A-6.1 DISH ANTENNA PLAN&SCHEDULE 4 * EXP.09130123 JACOBS TELECOMMUNICATIONS,INC. • INSTALL(2)ANTENNAS PER SECTOR-AIR6449 AND 8'RFS OCTO 2600 MICHELSON DRIVE,SUITE 500,IRVINE,CA.92612 • INSTALL(2)RRUS PER SECTOR.-4480 AND 4460 AP.N. - A-7 ELEVATIONS 4 � CONTACT:SEAN O'SULLIVAN GROUND SCOPE OF WORK: A-8 ELEVATIONS 4 OVA. PHONE:(949)224-7604 • INSTALL(1)PROPOSED CONCRETE SLAB WITH FOOTERS ZONING: - D-1 DETAILS AND SPECS 4 • INSTALL(1)PROPOSED CABLE TRAY SURVEYOR • INSTALL(1)PROPOSED PPC CABINET PROPOSED USE.TELECOMMUNICATIONS FACILITY D-2 DETAILS AND SPECS 4 INSTALL(1)PROPOSED EQUIPMENT CABINET D-3 DETAILS AND SPECS 4 SMITHCO SURVEYING ENGINEERING • INSTALL(1)PROPOSED POWER CONDUIT JURISDICTION: - 205AIRPORT DRIVE INSTALL(1)PROPOSED TELCO CONDUIT D-4 DETAILS AND SPECS 4 DRAWING NOTICE: BAKERSFIELD,CA 93308 • INSTALL(1)PROPOSED TELCOFIBER BOX COORDINATES: D-5 DETAILS AND SPECS 4 P HONE:(661)3931217 • INSTALL(1)PROPOSED GPS UNIT LATITUDE: 33.716639 THESE DOCUMENTSARE CONFIDENTIAL AND ARE THE SOLE PROPERTYOF • INSTALL(1)PROPOSED FIBER NID(IF REQUIRED) LONGITUDE: -117.803431(1983 DATUM) D-6 DETAILS AND SPECS 4 JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, ARCHITECTURE INSTALL(1)PROPOSEDMETERSOCKET D-7 DETAILS AND SPECS 4 DISSEMINATED oaOMJREDISTRIBUTED wOMMUNIATIONS,INC.HOUT THE EXPRESS EN INSTALL(1)PROPOSED FUSIBLE SAFETY SWITCH(IF REQUIRED) CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. 188 ARCHITECTURE • RUN(3)6X24 HCS.(NEED TO VERIFY LENGTH DER ING THE WALK) PROPOSED TyMOBILE LEASE AREA 320-SQ.FT. D-8 LEAD BATTERY SPECIFICATIONS 4 IRVIN BCA 261 AVE-STE#100 • INSTALL(1)RBS 6160 AND 8760,(1)6601 E-1 ELECTRICAL NOTES 3 IRVINE,CA 26112 REVISIONS: • INSTALL(2)BB6648 AND(1)DUG (9WW.HPmo E-2 ELECTRICAL SITE PLAN 3 W F.SCBE RCFIS.COM • ADD(1)PSU 4813 DESCRIPTION DATE BY REV REF.SCHEME 11 ADD(1)IXR-E AND(1)CSR SAR M GSM E-3 ELECTRICAL LEGEND&ENLARGED PLAN 5 90%CDs 90 90%CDs 09/28/21 FLP 1 CDs 10/01/21 FLP 2 08/16/21 FLP 0 OCCUPANCY: - E-4 T-MOBILE PANEL SCHEDULES&SINGLE LINE DIAGRAM3 TYPE OF CONSTRUCTION:V-B E-4.1 DISH PANEL SCHEDULES&SINGLE LINE DIAGRAM 4 VICINITY MAP ADACOMPUANCE FACILITY 6UNMANNED AND NOT FOR HUMAN HABITATION. E-5 GROUNDING SCHEMATIC&RISER DIAGRAM 5 90%CDs ESHTS 11/16/21 FLP 3 MACHIN ERY SPACES ARE EXEMPT FROM ACCESSIBILITY E-6 GROUNDING DETAILS 5 REQUIREMENTS PER THE CBC SECTION 11 B-203.5. 90%CDs(ADD MW) 12/06/21 NS 4 4yrE-7 MW GROUNDING PLAN&NOTES 4 90%CDs(E-SHEET) 1 12/15/21 MW 5 SIGNATURE BLOCK '� N E-8 MW GROUNDING DETAILS 4 100%CDs 02/22/22 MW 6 �'`9y E-9 MW GROUNDING DETAILS 4 DISCIPLINE SIGNATURE DATEC1p P LE DRAWINGS BY I GENERAL CONTRACTOR NOTES T1 TITLE SHEET 6 RE VENDOR N1 NOTES&SPECIFICATIONS b DRAWN BY: FLP DO NOT SCALEDRAWINGs S1 ELEVATION VIEWS b CHECKED BY: SO A&E VENDOR A� CONTRACTOR SHALL VERIFY ALL PLANS AND DIMENSIONS AND CONDITIONS ON THEJOB S2-S3 DETAILS b APPROVED BY: SO ? SITEAND SHALL IMMEDIATELY NOTFYTHE ENGINEER IN WRITING OF ANY DISCREPANCIES S4 ANTENNA MOUNT DETAILSb JACOBS PROJECT NO: EUCC0303 BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. S5 DRILLED PIER FOUNDATION b A&EcooRDINATOR SITE NAME: UTILITYVENDOR CONSTRUCTION DRAWINGS r CM002 BOLERO CODE COMPLIANCE SITE BU NUMBER. RF ENGINEER 9L � 82'3202 C` 2019 CALIFORNIA ENERGY CODE • 2019 CALIFORNIA MECHANICAL CODE RE SITE • 2019 CALIFORNIA BUILDING CODE • 2019 CALIFORNIA PLUMBING CODE SITE ADDRESS: • 2019 CALIFORNIA ELECTRICAL CODE • CABINET 6 STATE OF CALIFORNIA APPROVED CE 209 CALFFOORrNiIIAGREN°BUILDING CODE AND INSPECTED,NOT ORLOcuINSPECTON. 14451 MYFORD ROAD TUSTIN, CA 92780 EE +rg 261 TRANSPORT SHEET DESCRIPTION: DRIVING DIRECTIONS TITLE SHEET TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE YOU DIG IN CALIFORNIA(SOUTH),CALL DIG ALERT FROM CROWN CASTLE OFFICE AT 200 SPECTRUM CENTER DRIVE,IRVINE,CA 92618 ® TOLL FREE:1-800-227-2600 OR 1-5 N FROM IRVINE CENTER DR AND ALTON PARKWAY(1.0 MILE),FOLLOW 1-5 N TO SHEET NUMBER: www.digalert.org JAMBOREE RD.TAKE EXIT 100 FROM 1-5 N(5.4 MILES),MYFORD RD(0.9 MILE)SITE WILL CALIFORNIA STATUTE BE ON THE RIGHT. REQUIRKnow what's below. ORNNGES MIN OF TI WORFONG DAYS NOTICE Cal I before you dig. BEFORE YOU EXCAVATE PLANS PREPARED FOR: SITE ACTIVITY REQUIREMENTS: CROWN 1. NOTICE TO PROCEED — NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH WIRELESS L.L.C. AND cc CASTLE TOWER OWNER NOC & THE DISH WIRELESS L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. "LOOK UP" — DISH WIRELESS L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CCTMOLLC CROWN CASTLE THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT PLANS PREPARED BY: COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED is . OUT AND REPORTED TO YOUR DISH WIRELESS L.L.C. AND DISH WIRELESS L.L.C. AND TOWER OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS. Challenging today. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK Reinventing tomorrow. CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE Jacobs Telecommunications,Inc. TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH WIRELESS L.L.C. AND TOWER OWNER STANDARDS, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH 2600 Michelson Drive,Suite 500 ANSI/TIA-322 (LATEST EDITION). Irvine,CA 92612 5. ALL SITE WORK TO COMPLY WITH DISH WIRELESS L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON DISH WIRELESS L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019—A-2012 "STANDARD FOR 949-224-7500 INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH WIRELESS L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF CARRIER: INSTALLATION. 1 . .Mobile 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND AR LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. dish 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START OF CONSTRUCTION. MdreI - 10. 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 CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL ENGINEERING LICENSE: PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, LATEST APPROVED REVISION. 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE ANDM' DISPOSED OF LEGALLY. 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE C84392 EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH WIRELESS L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. * EXP.09/30/23 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. �� 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. DRAWING NOTICE: THESE DOCUM ENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. JACO BS TELECOMMUNICATIONS,INC AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. CONSENT FROM 1AC085 TELECOMMUNICATIONS,INC. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. REVISIONS: 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. DESCRIPTION DATE BY REV 90%CDs 08/16/21 FLP 0 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 90%CDs 09/28/21 FLP 1 90%CDs 10/01/21 FLP 2 GENERAL NOTES: 90%CDs ESHTS 11/16/21 FLP 3 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 9090% 0%CDs AODM 12/0 5/21 NS 4 90%CDs(E-SHEET) 12/15/21 MW 5 CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 100%CDs 02/22/22 MW 6 CARRIER:DISH WIRELESS L.L.C. TOWER OWNER:TOWER OWNER DRAWN BY: FLP 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL CHECKED BY: SO BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR APPROVED BY: SO CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. JACOBS PROJECT NO 1 EUCC0303 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. SITE NAME: THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HISCM002 BOLERO REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. r 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE r SITE BU NUMBER: CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. I 823202 SITE ADDRESS: 14451 MYFORD ROAD TUSTIN, CA 92780 SHEET DESCRIPTION: GENERALNOTES SHEET NUMBER: T-2 GENERAL NOTES 1 PLANS PREPARED FOR: 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY CROWN THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE v CASTLE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND CCTMOLLC CROWN CASTLE SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL PLANS PREPARED BY: ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. is 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. Jacobs. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. ChaLLenging today. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS. Reinventing tomorrow. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH WIRELESS L.L.C. AND TOWER OWNER Jacobs Telecommunications,Inc. 2600 Michelson Drive,Suite 500 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. Irvine,CA 92612 949-224-7500 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. CARRIER CONCRETE, FOUNDATIONS. AND REINFORCING STEEL: 1 Mobile 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. AR . 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (Vc) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. i �� TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENTRATIO (W/C) OF 0.45. ENGINEERING LICENSE: 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: #4 BARS AND SMALLER 40 ksi �M,O► #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: C84392 • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" * EXP.09/30/23 • CONCRETE EXPOSED TO EARTH OR WEATHER: �� • #6 BARS AND LARGER 2" • #5 BARS AND SMALLER 1-1/2" • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: DRAWING NOTICE: THESE DOCUM ENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF • SLAB AND WALLS 3/4" JACO BS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. • BEAMS AND COLUMNS 1-1/2- 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. REVISIONS: ELECTRICAL INSTALLATION NOTES: DESCRIPTION DATE BY REV 90%CDs 08/16/21 FLP 0 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 90%CDs 09/28/21FLP 1 90%CDs 10/0011/21 FLP 2 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 90%CDs ESHTS 11/16/21 FLP 3 90%CDs(ADD W) 12/06/21 NS 4 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 90%CDs(E-SHEET) 12/15/21 MW 5 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 100%CDs 02/22/22 MW 6 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF DRAWN BY: FLP ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. CHECKED BY: SO 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE APPROVED BY: SO IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. JACOBS PROJECT NO 1 EUCC0303 SITE NAME. r 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S). I CM002 BOLERO 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. SITE BU NUMBER. r 8. TIE WRAPS ARE NOT ALLOWED. I 823202 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. SITE ADDRESS: 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 14451 MYFORD ROAD 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. TUSTIN, CA 92780 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). SHEET DESCRIPTION: 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. GENERAL NOTES 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. SHEET NUMBER: 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. T-3 GENERALNOTES 1 PLANS PREPARED FOR: 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. CROWN 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. cc CASTLE 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. CCTMO LLC"CROWN CASTLE' 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). PLANS PREPARED BY: 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, ON . MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. Challenging today. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR EXTERIOR Reinventing tomorrow. LOCATIONS. Jacobs Telecommunications,Inc. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR 2600 Michelson Drive,Suite 500 EXTERIOR LOCATIONS. Irvine,CA 92612 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 949-224-7500 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH WIRELESS L.L.C. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. CARRIER: 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. T �MObile 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'DISH WIRELESS L.L.C. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. GROUNDING NOTES: dish 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. re ' 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST ENGINEERING LICENSE: RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. M� 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. C84392 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. * EXP.09/30/23 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. B. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. DRAWING NOTICE: 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. THESEDOCUM ENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACO BS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. REVISIONS: 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. DESCRIPTION DATE BY REV 15. APPROVED ANTIOXIDANT COATINGS i.e. CONDUCTIVE GEL OR PASTE SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 90CDs 09/16/21 FLP 0 ( ) 90%CDs 09/28/21 FLP 1 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 90%CDs 10/01/21 FLP 2 90%CDs ESHTS 11/16/21 FLP 3 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 90%CDs(ADD MW) 12/06/21 NS 4 Ds 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. 1000%CDs CDs -SHEET) 12/15/21 MW 5 1 102/22/221M 6 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. DRAWN BY: FLP 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD-WELD TERMINATION POINT. THE EXPOSED END OF THE CHECKED BY: SO CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). APPROVED BY: SO JACOBS PROJECT NO 1 EUCC0303 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE SITE NAME: GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS CM002 BOLERO METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. rSITE BU NUMBER: 823202 SITE ADDRESS: 14451 MYFORD ROAD TUSTIN, CA 92780 SHEET DESCRIPTION: GENERALNOTES SHEET NUMBER: T-4 GENERAL NOTES 1 AB ANCHOR BOLT IN INCH PLANS PREPARED FOR: COMM 00I N EMM • ABV ABOVE INT INTERIOR MECHANICAL CONNECTION AC ALTERNATING CURRENT LB(S) POUND(S) CROWN ADDL ADDITIONAL LF LINEAR FEET CASTLE CHEMICAL ELECTROLYTIC GROUNDING SYSTEM A AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION cc TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM eT AFG ABOVE FINISHED GRADE MAS MASONRY CCTMO ULC CROWN CASTLE AGL ABOVE GROUND LEVEL MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE ❑• AIC AMPERAGE INTERRUPTION CAPACITY MCL MOUNT CENTER LINE PLANS PREPARED BY: GROUNDING BAR o ALUM ALUMINUM MB MACHINE BOLT ON ALT GROUND ROD I I I� ANT ANTENNAE MFR H MANUFACTURER jaco s TEST GROUND ROD WITH INSPECTION SLEEVE IMT APPROX APPROXIMATE MGB MASTER GROUND BAR Challenging today. u� ARCH ARCHITECTURAL MIN MINIMUM SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MISC MISCELLANEOUS Reinventing tomorrow. $ AWG AMERICAN WIRE GAUGE MTL METAL Jacobs Telecommunications,Inc. (I I1 BATT BATTERY MTS MANUAL TRANSFER SWITCH 2600 Michelson Drive,Suite 500 DUPLEX RECEPTACLE V1/ BLDG BUILDING MW MICROWAVE Irvine,CA 92612 BLK BLOCK NEC NATIONAL ELECTRIC CODE 949-224-7500 DUPLEX GFCI RECEPTACLE BLKG BLOCKING NM NEWTON METERS r------ BM BEAM NO. NUMBER CARRIER: FLUORESCENT LIGHTING FIXTURE I F I BTC BARE TINNED COPPER CONDUCTOR # NUMBER (2) TWO LAMPS 48-T8 L_ _J BOF BOTTOM OF FOOTING T Mobile ■ NTS NOT TO SCALE SD CAB CABINET OC ON-CENTER ■ ■ SMOKE DETECTION (DC) CANT CANTILEVERED OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION CHG CHARGING OPNG OPENING CLG CEILING dish EMERGENCY LIGHTING (DC) P/C PRECAST CONCRETECUR CLEAR SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW COL COLUMNPCS PERSONAL COMMUNICATION SERVICES MITre� _ LED-1-25A400/51 K-SR4-120-PE-DDBTXD COMM COMMON PCU PRIMARY CONTROL UNIT L'WM LW FEM x x x x CONC CONCRETE PRC PRIMARY RADIO CABINET ENGINEERING LICENSE: PP POLARIZING PRESERVING WOOD/WROUGHT IRON FENCE CONSTR CONSTRUCTION PSF POUNDS PER SQUARE FOOT DBL DOUBLE PSI POUNDS PER SQUARE INCH WALL STRUCTURE DC DIRECT CURRENT O► DEPT DEPARTMENT PT PRESSURE TREATED LEASE AREA ————————————— PWR POWER CABINET DF DOUGLAS FIR PROPERTY LINE (PL) - - - - - - DIA DIAMETER RAD RADIUS TY C84392 C84392 DAG DIAGONAL RECT RECTIFIER * EXP.09/30/23 SETBACKS DIM DIMENSION ICE BRIDGE DWG DRAWING REF CE RE1� REINF REINFORCEMENT DWL DOWEL CABLE TRAY EA EACH REQ'D REQUIRED Np113M LM W W W W W EC ELECTRICAL CONDUCTOR RET REMOTE ELECTRIC TILT EL. ELEVATION RF RADIO FREQUENCY DRAWING NOTICE: UNDERGROUND POWER UGP— UGP— UGP— UGP— UGP ELEC ELECTRICAL RMC RIGID METALLIC CONDUIT THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OE RRH REMOTE RADIO HEAD 1AC085 TELECOMMUNICATIONS,INC AND MAY NOT BE REPRODUCED, UNDERGROUND TELCO UGT — UGT — UGT — UGT — UGT EMT ELECTRICAL METALUC TUBING DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN ENG ENGINEER RRU REMOTE RADIO UNIT CONSENT FROM JACOBSTELECOMMUNICATIONS,INC. OVERHEAD POWER —OHP—OHP—OHP—OHP— EQ EQUAL RWY RACEWAY OVERHEAD TELCO OHT OHT OHT OHT EXP EXPANSION SCH SCHEDULE REVISIONS: SHT SHEET DESCRIPTION DATE BY REV EXT EXTERIOR UNDERGROUND TELCO/POWER — UGT/P — UGT/P — UGT/P — UGT/P 90%CDs 08/16/21 FLP 0 EW EACH WAY SIAD SMART INTEGRATED ACCESS DEVICE 90%CDs 09/28/21 FLP 1 ABOVE GROUND POWER AGP —AGP —AGP —AGP —AGP FAB FABRICATION SIM SIMILAR 90%CDs 10/01/21 FLP 2 FF FINISH FLOOR SPEC SPECIFICATION 90%CDs ESHTS 11/16/21 FLP 3 ABOVE GROUND TELCO AGT —AGT —AGT —AGT —AGT SQ SQUARE 90%CDs ADD M 12/06/21 NS 4 FG FINISH GRADE SS STAINLESS STEEL 90%CDs(E-SHEET) 12/15/21 MW 5 ABOVE GROUND TELCO/POWER AGT/P —AGT/P —AGT/P —AGT/P FIF FACILITY INTERFACE FRAME 100%CDs 02/22/22 MW 6 FIN FINISH(ED) STD STANDARD WORKPOINT STL STEEL will'. FUR FLOOR TEMP TEMPORARY SECTION REFERENCE FDN FOUNDATION� THK THICKNESS DRAWN BY: FLP IWI FOC FACE OF CONCRETE TMA TOWER MOUNTED AMPLIFIER CHECKED BY: SO e FOM FACE OF MASONRY TN TOE NAIL APPROVED BY: SO DETAIL REFERENCE FOS FACE OF STUD JACOBS PROJECT NO: EUCC0303 FOW FACE OF WALL TOA TOP OF ANTENNA TOC TOP OF CURB SITE NAME: FS FINISH SURFACE TOF TOP OF FOUNDATIONr CM002 BOLERO FT FOOT TOP TOP OF PLATE (PARAPET) FTG FOOTING GA GAUGE TOS TOP OF STEEL SITE BU NUMBER: GEN GENERATOR TOW TOP OF WALL r 823202 GFCI GROUND FAULT CIRCUIT INTERRUPTER TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION SITE ADDRESS: GLB GLUE LAMINATED BEAM TYP TYPICAL GLV GALVANIZED UG UNDERGROUND 14451 MYFORD ROAD GPS GLOBAL POSITIONING SYSTEM UL UNDERWRITERS LABORATORY TUSTIN, CA 92780 GND GROUND UNO UNLESS NOTED OTHERWISE GSM GLOBAL SYSTEM FOR MOBILE UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM SHEET DESCRIPTION: HDG HOT DIPPED GALVANIZED UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HDR HEADER VIF VERIFIED IN FIELD GENERAL NOTES HGR HANGER W WIDE HVAC HEAT/VENTILATION/AIR CONDITIONING W/ WITH HT HEIGHT WD WOOD SHEET NUMBER. IGR INTERIOR GROUND RING WP WEATHERPROOF WT WEIGHT -5 LEGEND 2 ABBREVIATIONS I I 1 PLANS PREPARED FOR: CROWN C4v CASTLE 32 A DDT(STATE DEPARI►ENT OF 7RANSIPORTATI N STANDARD SPEOFICIITKON5 FOR BACIFIL ccTn o ULC"CROWN cosTLe 1. 71E CONIROIOR SHALL NOTIFY NRCHIEILT1NE OF NK ERRORS,OM69IONS OR HIGHWAY OONSIRUCIION-CUiRENT EDITION). A 16 SOON/6 FWICIIGL AFIE1t COIplEIN6 C0161RIICIION OF 710 RE1Alm SIRlIC116E NCIlA81C 06CROwICK AS THEY ANY NKANSJt �PRIOR 10 B. ASM(MEROAN SOCIM FOR TESTING AND MATOBAIS). EXPIRATION OF 71E�MINMIM WORD MM FOR CAST-N-PUICE CONCRETE.91CID THE PLANS PREPARED BY: SPARING 00N61RUCROII NOLUDND BUT NOT LMIED BY DEYOUDO1I 1HE OONRMCIOR SHALL G O91N OOGIPAIION 91711 AND FFiIL7N EIlAMI17gN MIN NFFLOYED MATERIAL 70 RESTORE THE RBGIMMD FN61ED 6RAOE IE CONSTRESPOBBE FOR CH HAS HOIIG ANY ERROK OMISSI01�DR MM=FM THE IIFIIR THE SWR ( Jacobs. OF C0167RICIION WHICH AL NMF BEEN MgIMRT,o,TE ATI THE OF,TE 1,2 N9PBCDCH AND 1EMNG: t. PRIOR TO PLACING BACKFILL AROUND SIMURES.ALL FORMS SHALL BE REMOVED AID TIE EIKAMAI7ION 7 ARGIIEDf/ENGIEEt t s1ALL NO8 Nn oPOBEs TD RECIFY THE 911MA7IOW THE Mt11IOD OF pFAm a:ALL TRASH,DmR6,ND IIBINMABLE MATONNA OORRW DN SHALL L BE APPROVED ar 1HE NRC E=/EMMM A FELD 7[M OF EARIIMOIN COIPACRON NO CONCRIE MDEEl6 Sall BE FEIEUIBED 2 CLEBACI IED BY ALL RN NO COMPACTING NKNIAIE 9MOa711 MATERIAL.OR SEECF ORAMIINt BIICIM111 2. RM'M MM COIb7RI1=11E MMM HIS THE FINOH9B M TO LOM ALL BY CMDR%3ACTp6 INDEPENDENT 7EsrNc LNL LIs WORM 1n BE Comm BY,1E LOOME EXISTI O URRE%WHETHER OR NOT SAWN Of THE PLANS,A TO PRDIEM TEM ROY GAVAGE S CR. 711 6 AMAIROW ANiD 00 REQUIRED�MESE Iwo OPERIGM OHORRIGNIAL ma PRIONOOf�RS AE�i SED�THE Lw1ENAIL am Challenging today. 71E CONIWCIOR OR SUCONIRAIOR SHALL BEAR 71E EP13K OF REAIMO OR RFPUCNO B. ALL MIRK SWILL BE RBPFL'IED NO FIB RASED BY 71E GENERAL.C018RICIOR WHO SHALL L BE PLACED N LEIS NOT TO EXCEED 4 SIM N LOOSE DEPIH NO ODIPACIE). WDAMAGE 10 T E URUDM CAUSED DURING THE EIEIaRNN OF LE W01N MARY OUT 71E COOK NS ETON OF 71E W01N IM SPECIFIC CONCERN TO PROPER Reinventing tomorrow. 1 A COPY OF THE APPROVED PLANS SHALL BE KEPT N A RACE�BY TIE 6QY00MIG PQFORANCE OF 11E WOK AS SPECFED AD/OR CALLED FOR ON 71E DRAWINGS.R 6 3. WN30M TIE DENSITY TOSSING NDIdME3 THAT 71E OONRACIOR MI6 NOT OBOMm TIE SPECIFIED AGENCY,Je BY LA1I SHALL BE IAAILABLE FOR NSPFCIION AT ALL 7105 R s 1HE CONIRACIDRS DENNIY,TIE SUCCEEDING LATER SHALL NOT BE PLAID URI.THE SPEDFINION RMLIREMENIS NE 11E S BOCNYR=R9 R6PONISEEm TO REM=IIELY IN9PDCIIONS PRIOR 10 Jacobs Telecommunications,Inc. RESPONMW TO ENSUE ALL CONNIRUMXIH SETS RE MY 71E WE IFORMMOH A4 71E PROCEEDING MN FURTER WORK THAT WOULD WE PASS OF MNK NAGE OR NET UM6S MRBMN6E AuaIOR®BY THE GDOIBCIMGL DOM TIE CONIRACIOR 9w1 WE PINES COMRAL70R SHALL ALSO ME PINS AT SH1E DFFKa�10 DOW WHAOIS t APPROPRIATE ACIION 6 NECESSARY,SCOW 16 INDOOR NO DRVK ADDING 101713,OR 2600 Michelson Drive,Suite 500 APPROVIED 71E RRPOBE OF DOCUORNG ALL AS-BUILT CHANOM REV61 K ADDS DU%OR PRICE INCREASING 110 OOIPACINE EFFORT 10 MEET 710 INIIRI COMPACTION RFIGIEEIORS Irvine,CA 92612 ORDE6 THE ODNIRACIOR SHALL FORWARD THE 16-BUILT DRAWINGS TO TIE t.3 BE MORENA=NO PROIBCIEW B. 7IOROWLY OOIPACT EACH LASER OF BKNFM TO A MIMIN OF SIS PERCENT OF 71E W06NY CRY 949-224-7500 ARCHIBCT/EOIEEt AT THE CONCLUSION OF THE PROJECT. A FROVDE ALL NECFS W JOB 911E MAINTENANCE FROM COMMENCEMENT OF WORK INTI COWRY AS FRONDED W THE MODIFIED POM 7137,1681 D SOL 0. 71E CONIRA.70R SHALL BE RESPONSIBLE FOR THE COYFLEIE SECURRV OF 1HE 911E FROM COMPLETION OF TIE S16CONIRNT. SWR OF PRDNCT TO COMPLETION OF PROJECT. B. NOD DAMAGE 10 11E 911E NO 10 EMBNC FACURIM SI WIURES,TREES,NO 91R UES CARRIER: ° ro�`�PROREIVE MEASURES ro�TE��THAT T Mobile 0. LE CONIRM,70R 6 RE9FONBBE TO PROVIDE 7EIPORYMf POKER,MTOt,!10107 FACIRER. AIE NMT DESIGNATED FCR RENaA1L FROM KENO DAMAGED BY LE WORK. C. REYOVE FROM THE SITE MO DEPOSE IN AN AIRIOURED LMOFLL ALL DEERS 0. AL CONSIRICIION THROUGH LE FRDJB;M 911NL MM10 LE 2018 CIC PERNTIED.RESIXTINO FROM CLEARING AND GRUBBING OPERATIONS.BURNING WILL NOT BE ■ ■ ■ a ALL 1HE DINER LAM 0010810 CODES. C K0P 911E FREE OF RILL POpID WAEOL D. PROVIDE EROSION CMMM MEA6111F5 N ACCORDANCE WITH SOME DOT NO EPA D. PRIOR 70 E CAAVATING,THOROUGHLY DAME THE AREA 70 BE EW AVATED 7. 710 CpDRfCIOR 911011 BE RE9FONSBE FOR COYPLYNO NRH AL SAFELY PRBDAUIIOIIS R AND/OR TRENCHED TO VERIFY THE LOCJA70NS OF FEATURES INDICATED ON THE RE0UA7ION6 DINING THE MIRK. THE EHGIBB7 WILL NOT AWE ON NOR PROVIDE DOBCRDN DRAWINGS AND 70 ASCERTAIN 7M EIS 13N AND LDCATI N OF ANY AS 70 SAFETY FTDCA R NS.FROMM E PROWOE M MwNBW AL 1EIFORKY MMA BARNDAOER.WAKING SIGNALS NO)MAR OSIRlCEUDERGRwwSTRUCTURE,OR OTHER ITEM NT 9HOMIN THAT oES NECESSARY 70 PRIECf AGAINST 11017 FOY PROPRDIMD 11E EBBE PED MIGHT INTERFERIE WITH THE NIEW�NOTIFY TM� dish 0. THE OOIRACIOR SHALL S IPIRN9E t COCROMTE AL WOK USING HE PROFESMOWI EDANY O S THAT PREVENT ACOOMFL6FOF THE KNMIEW&9MIS IE s SOLELY REFOINBE FOR ALL OM61RU.7ION MEMS,MENODS. OF CDISINIC ON.REMOVE AL 91=DEVIOM UPON COMPLETION OF 11E MRN. WORM AS IOICA7E1)ON THE DRAWINGS. wirer. 7EMMNER.PROCEM=a BBGUIEOND Je OOORM ONO AL FORM OF THE WORK. F. EIBIM URICES:DO HMT NMVW W E(SING URINES BMW FALIIRFS OCCUPIED BY 1HE OMEN OR OIIEK OEM MEN POMRED N MNNG BY THE ENGINEER AND THEM E SMVP ATE AND STOCK PRE ALL EXOAIATED MATERIALS SUTABLE FOR BACKIFI L 0. THE CONRGCIOR SHALL BE RE3K*ME 10 ORION N 3 FRY FOR ALL FERNS,LICENSER t pIY AFTER IOCEPOIBLE TEMPORARY URIIY MW WINE SEEN FWOYOED ALL EXCESS EXCAVATED AND UNSUUBLE MATERIALS SHALL BE DISPOSED OF OF ENGINEERING LICENSE: NSPBCII W MAIN RESPECT 70 THE WORK 1O COIKN THE PROJECT. BUILDING PERMIT OFF-M IN A LEGA.MATER. A FLKM 16 SNAIL LE FLO BY THE DWI ON HIS R 4139IM E OONIRACOR SILL 1. 1010E A MINHE IM IB-HOW NODOE 10 TBOOM NO REMOVE MDNN NODCE TO BHAIN INE PERMIT MAKE T L FINAL PAYIOR OF SAD DOCUMENT. PROCEED BUM NIEIIMM MY UUNY SERVICE. 10.ALL DIMENSIONS 1111E PIMEDORCE OYER 90111E UNLESS NOTED GRMRWM Paler 2-FRODUCM CONCRIETEM,Or 11.THE WNW=9UPPORM FOR BISM SHALL OF CIPROVIDE O S I MOIOED NECIESSM ON THE EDDR 3.BMW 'FIMIB06 OR i1 SIIRABIE BACDMI LARGER 09 THAN IBS l W M Y NIT FREEDIMENSION FROM FRAM LUPS,ATREFUSE.WAY 1. ALL POURIM-N-PLACE CONIMM SHALL HAVE AN U1.31MATE S7RENMIH OF 000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE.SIGNER OR ROCI6 MANGER LFN MCIER N NK DBENMON OR OILER YA7ERAL THAT WAY 7p BE 7ypE II FROM hSID)570pC PER ASIA C-110 1L THE CONRUCIOR SHALL PROVIDE 71E FIE MARSHALL APPROVED INGENIOUS 10 FU/ E=L MA INE NORI NIC MOTIONAL UNSINIAME FOR BACKFILL . C84392 POE1RA71011S 71801011 FRE AGED ASSOMM 2.2 NOIHPORMIS CRAIKIAR OBAHOBIT NO BACKFLLt AM M321(CLASS R IW Olt NBT 2. AMERICAN FORM 1 SHALL BE WITHIN THE SIA DARDS SET BY THE * EXP.09/30/23 13.00 00MI 11WORON ADDED 70 BMW OONSINK CIION SHALL L BE MATCHED N FORK IEXRIE. CUM AOOlEORIE FREE FROM FROM USPS,REFUSE.SOME OR ROCKS LA00t 71MN 3 � �RMIFORCING y��E��DOWELS MD OTHER INSERTS SFWl ETE INSTITUTE 1MQE01N LL 3 FMWT COLOR UIM NMM ORERF6E N INE PLN6 NpFS N TINY DIMENSION OR ORFS MOM THAT MAY MAKE THE INORGANIC MOEHAL IIBIIOBIE FOR BACKFILL BE SECURE)N POSITION MO NSPECIE]BY THE LOCAL BUILDING DEPARTMENT 14.WHERE SPECIFIED,MATERIALS TERING SHALL BE TO THE LAM SWDARD9 AMICABLE 16 INSPECTOR PRIOR 70 7K POURING OF MY CONORM REQUIMD BY 11E LOCAL GOMMIO AGENCY RESPt116MLE FOR RxgONG THE RESIIIS 4. NO PIPES OR DAMNS SHALL BE PLACED IN STRIICRIRAL OONMM UNLESS 23 POROUS CRAHIAR E16FROMM UMMOD BA RU IMOSFM DE321(CLASSR=LA 6 OR n COARSE SPECIFICALLY DETN.ED. REFER TO MCRRECRBM,YEONAM LL,PLUIBO 10.CO COEVAL ICH E NOT SPUD DEWLS ARE 110 YNIRN RFIOUIROBIIS W BE IBFD N Mr DIMENSION FIFE FROM MO LUMPS,NF16E E THENES OR ROCKS LARGER t 3 aE F N MO E RACAL DW1WN06 FOR LOCATIONS. CONDITIONS MICR AE NOT 9F10M1GALIM 9110AN OIIMRWBE BACKFILL OR OILER YAIERAL 111310 YAY MAKE 710 MMGNC YAIERAL UIMNDHIE FOR 5. FORM EPOSED DORMERS OF COLLIINS.BEAMS.MILES ENG.WITH 1/2 IL ALL D®6!REFUGE 6 10 BE NEN WED FROM IRE PIOXMCT QW.110010105 SHALL BE LEFT � �EKED DRAWING NOTICE: N A CLEAR BROOM FN DOMINION AT AL TIER. SM M SIROR UK O NO LILL IT ERILL MATERIAL MEETINGER SI REITI�IL MOM S. PROVIDE LIGHT BROOM FINISH ON ALL EOFCBED CONCRETE ULESS HOSED TELECOCU TSARECATIONS,INC.ANDARETHE BE REPRODUCEOPERTYD,, SM-M FOR LEE NKNIID NO CIDER SIRIN"rRNER WHERE SIRIK'iRNAL FILL W7ERNL AIE IACDeSTELECDMMUNICATI0N5,INCANDMAYNOTeEREPRODUCED, 17.AL 50111OW&ABBR1M7101S AE CONSIDERED COISIRICIBR INOUSIRY SOMDAI03 F A REQUIMA NOMD 07HERM DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONDIIII R NMR A QUESTION REGARDING;THEIR MICT M0MM0 THE SHALL PRIOR TO FEMEMM A FOUNDATION INSPELIION,TIE SM S IENQNEER SHALL CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. BE NOTIFIED FOR CNM1d0B6 A041ME2A NBWIRBOOK NO TRW BA WELL-MINDED SND MEETING 710 CIwWION ADVW CFL N E MUM OFFICIAL. MING 7MT. 1)THE BUILDING PAC WAS M MIIIS A41Y 02187 OORR$11 PREPARED N ACOOIDRNCE WITH THE SOLS REPORT 2)THE UTILITY MOM REVISIONS: 10.FRDTHE OVUM F NOT BE RESPONSIBLE FOR 710 YE1FOF TI 7EWORK 137 1k SBp1101CFS OF 2A COARSE AOMMGBE FOR ACCESS ROAD SU 1 CMM=SHALL CONFORM 10 ASTM D294L FOIE BEEN PROPERLY BICIORLUM&COMPACTED THE FOUNDATION F'ROCEDIIER 10 1010101 710 MORL 710 91PEDN90N OF 710 WpiC 671E 901E DESCRIPTION DATE BY REV REWONSOM OF THE CONIRCM L7 WOMBIE MA7E301I HIGH NO WMRIMLY PLASM SL1S NO CUM9(U� MATERNAL DILA A7101S COMPLY WITH THE KENT OF THE SOLS REPORT. 90%CDs 08/16/21 FLP 0 W.CONIRAL70RS SHALL VIST 71E SIFE PRIOR TO BID TO MCEIBAN COMM=INCH MAY COMBINING RF11SK FROM LUMPS,DEMOLISHED MIIINOUS MWERAL,VBETii K MATIEK 90%CDs 09/28/21 FLP 1 AWOBLLY AFFECT 71E Wpb OR COST HEREOF. MGOD,SIIOMS N OEM OF 3 INCHES N AM McSK AO DEM616 DETERMINED BY 90%CDs 10/01/21 FLP 2 1HE OMERILIL7gN MANAGER TYPICAL MESE WILL BE 9015 CLA99F0 BY ASTM AS PT,MN, 21L THE OpDRACIOR SHALL FED VERIFY THE LMEIBION,ELEIGINN,OL NMESSARY FOR THE CK OK ML,AND OL A1111192MIL.1011 90%CDs(E SHTS) 11/16/21 FLP 3 PROPER 00161711111311014 t ALIG N EW OF 71E"ppOgN OF 11E WORK 10 THE OWNING 90%CDs ADD M 12/06/21 NS 4 MBK. THE CONIRCM SHALL WAGE AL IEASINIEEEIOS HIOESSARf FOR FABRICATION R 2A QB=RUE FM`"MIRAR NOK K FMK Nom• ALL REI FOROM STEEL SHALL BE NEW DEFORMED BARS OOIF0RM1 O 90%CDs(E-SHEET) 12/15/21 MW 5 CION OF SMICRIRAL 101038 NR DISCREPANCY SWILL BE MEDWFLY BROUGHT 10 710 M2a F ASIC MARONG LRE,SHALL BE ACD NO ALKAI RSISUM POLIEMEIE FW 9PBCFIGILLY TO AM 1-815 GRADE SM LAP IEIFORg0 SM AT SPLICES 10 100%CDs 02/22/22 MW 6 A7IORION OF THE ARpFIE,T/ENOIMF1t MMDFACTUBED FOR MMOpO NO LCpTND UDERBROUND URRES.6 INMB WE MIH A THE FOUDIM INIIIM LEHOIHS INIESS NO10 07HMMSE: MNMIM T IpOERS OF OAD4 NPL TAPE SHALL HAVE MNMIM STRENGTH OF IND FSI N NO 21.ALL E IMND AMINE 9ETEt SUM OAR.ELB=&ORBS UMM WHERE ENCOUNTERED N BOTH DMEL7B6 NO MAN FACIUWD WRH NIEORAL CpOUCIM FOR.BAOMO OR OH1ER THE WOK SHALL L K MIECTED AT ALL CIMS!MERE REQUIRED FOR LE PROPER MENS TO ENABLE DEIEDIM BY A MEAL DEIECIOR MMIC BUILD UP TO 3 FEET DEEP.THE EMOCH CH OF THE MNK SHALL BE R3AGTED 16 DIEM BY DOE= ETR7E CAUION METALLIC OGRE OF 11E TAPE SHw1 BE BMW IN A PROFWWE JACKET OR PROVIDED MIH DRAWN BY: FLP 9110"BE USED BY THE CO NRACIOR MEN E M MRTNG OR FFR DRUM AROIID OR NEAR ORO MENS TO PROERT B FROM CORML TAPE COIR SHALL BE RD FOR BMW 4'-1' 11 10'x' UH11E L URRER NO ORANGE FOR 10E00IMMICATION URlIES. CHECKED BY: SO APPROVED BY: SO 22 ALL E IM NACINE 511111%MITER,016,EEECRNC R OBER URINES WHICH MERFERE MNPAW 3_ 2 JACOBS PROJECT NO: EUCC0303 THE EMM OF THE WOK SHALL BE R KINED t SHALL BE CAPPED,PLUGGED OR NMIM ORERISE DISMONMM AT POURS WHCH ILL HOTKEFERE WITH THE EOMDIRION OF THE 3.I GENERAL, 1. PRUVDE Ir MLR.FARING EACH END. o r SITE NAME: WOK 9.11111130T M 11E APPROVAL OF THE 049MM A BEFORE SWUNG GENERAL SIM PR IRARMION ACMUM INSIA0L OSION AND WNW L CONTRACTOR TO PR CA DE I C M 00 2 BOLERO 23.ND CHA GE3 AE TO BE WDE TO THESE FLAB WITHOUT THE KNOMEBOGE t WAREN CONSENT CM OL MWIWE5.THE WORK NFA SHALL L BE OONSBUCIED NO MANMAIm N SUCH 1 13/16" 70FORW SHOIMO UNIL MASONRY p COIDRgN 7MT IN THE WN OF RNR 1FE BE ILL BE �� W6 PROPEDLY SET (3 DAY�) SITE BU NUMBER: OF LE ARCIIIECT/EIGIEER UWIIOMBD GW110S 371003 1109E WINNING VOID. DRAW AT AW TIE 24.NRY RSEIBOE 10 THE WORDS APPROVED,OR APPIOVAL N THAM DOCUMMS SNAIL BE IBE B. BEFORE ALL SURVEY, LAYOUT,STAKING,AND MAHONG.ESTABISH AND MAINTAIN f 823202 DEFIED 1O MEAN BOOK ACCEPWDE OR RESEAL A SHALL NOT RELIEVE TIE pO E CRA.70R ALL LIES.GRADES,0MMONS AND BENCHARKS NEEDED FOR EECLI ION OF A,I-FES 20-CM IRALM OF NRY LNKAY N FURNISHING;THE ROUIFD MOMS OR THE WOIK C4D Q 4D UBOR Wes SITE ADDRESS: 25.R SHALL BE THE RE WCNSMRY OF LE DOMRACIOR TO LOCATE ALL DOM UMM C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF TIE SNE.REMCIE TREES, D BIUK MOM SHOWN HEREON OR Har,a TO FROIEICT IFEM FROM DAMAGE. THE CONIRAGIOR NG THISHE �°�T°�70��a+°� y� 14451 MYFORD ROAD SHALL BEAR ALL BMW OF REPAIR OR ROhAC°ENT N CON INCIION MIN 71E EIMCURON OF TUSTI N, CA 92780 LB WORK. BOOK CONIRACIOR SHALL NOW THE ENGINEER Je AR MMT IIMDMOFLY OF 1. REMOVE TFE FOLLOWING MAT0IALS 70 A DEPTH OF NO LESS THAN 12 0 1}}D CLEAR OR EARS o AW06CREPANCFS FOUR MAIM THE OONBwAVIN T DOCUMBM PRIOR TO SG WOK MOOS BELOW THE ORIGINAL GROUND SURFACE: ROOK,STUMPS,AND DINER MAY BE N CONTACT DEBRIS, BRASH,AND REFUSE EMBEDDED IN OR PRKITRUIDING THROUGH THE F WIRED TOGETHER 9M 1111�11 GROUND SURFACE, RARE,DISK OR PLOW THE AREA TO A DEPTH OF NO SHEET DESCRIPTION: LESS THAN 8 INCHES.NO REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS pyR t _OAFIIIL AND OT ER DEBRIS 7H3EBY EXPOSED. �1 CE1RI0.MMM SIRPPII.MM COMRDL 9UIRVEY,uYplr 91BGRADE PREPY81TIO11 ND 2. REMOVE TOPSOIL MOUERAL COMPLETELY FROM THE SURFACE UNTIL TIE SOL CUNLESS NOTED PLICESEEP 8 CONOIION MERE BARS STRUCTURAL NOTES FINISHONDNG 16 RIMARM TO COMPLETE THE NEW WON SOWN NO LONGER MEETS THE DEFLATION OF TOPSOIL.AM MDONG TOPSOILWITH OOCIIR ON SANE PINE IN MESE SNB. SUBSOIL OR 011108 UNDESIRABLE MA107ALS. GENERAL NOTE 2 WON M CNK.BEAMS. 3. ORCEPT WHERE DOWAATION TO GREATER DEPTH 6 IN D10K D, FILL CONC COILRNS,EIC. SHEET NUMBER: DEPRESSIONS RESULTING FROM CLEARING,GRUBBING;MO DEMOLITION WORK COMPLETELY WITH SUITABLE RU- T-6 PLANS PREPARED FOR: FMMDMM MOM 7. GROUT SHALL BE COMPOSED OF THE FOLLOWING RATIO BY VOLUME 1-PART PORTLAND CROWN CEMENT.3-PAPA RIS SAND.2- RIS PEA GRAVEL,AND SUFFICIENT(NATER FOR POURING 1. ALL COLUMN FOOTINGS GALL BE CENTERED ON THE COLUMN CENTERLINES.U.N.O. WITHOUT SEGREGATION OF GROUT CONSTITUENTS.THE MATER CONTENT EXPRESSED ON A Z THE CONTRACTOR SHALL PROVIDE ALL DEWATERNO AS REQUIRED DURING THE ADMIXTURE RATED SHALLLLBBE-SING,GROUT SHALL TYPE ILS G.7 TIES THE WEIGHT OF GETTER �ED� cc CASTLE 1. SPECIAL INSPECTIONS ATE:RFAIRED N ACCORDANCE WIN CBC 2919.NCUID9q,BUT NOT EXCA ATION AND CONSTRUCTION OF THE FOUNDATION WORK INCLUDING A. INSPECTION OF uxnfAORIK CCTMO LLC"CROWN CASTLE. PREVENTIVE MEASURES RELATED TO EKE►VATI N STABILITY,SEE SOLS REPORT & GROUT ALL CELLS SOLID.GROUT LETS SHALL T EXCEED 4'-0' FOR ADDITIONAL NFORVATION NOIL INSPECTION OF ON N RACE CNICK J�FORCOOIT 9. LOW-LLFT GROUTED CONSTRUCTION SHALL COMPLY WITH 2019 CBC SECTION 2104. FOR LOW IL PREPARED BY: LFT GROUTED CONSIRUCIION, MAXIMUM GROUT POUR HEIGHT SHALL BE 4 FEET. 1G NSFECI0N OF P06T-IISDWIED CONCOM E7ENRSION AB210RS:SEI:EYB[DIENT A! & ALL EXISTING UNDERGROUND UTILITIES N THE AREA OF THE NEW CONSRRUCITON CONTINUOUS INSPECTION SHALL L BE PROVIDED IN CONFORMANCE WITH THE REQUIREMENTS LOCATION GALL BE AS 9MAWN ON THE DRANIMK AMORS SHALL OOIFOIW 10 THE SHALL BE TELOP.ATED UNLESS 07 ERNM N07M ON MINIMUM DRAWINGS BEFORE ANY OF CBC 2019 TABLE 1704.&1. FMLM IEWIEMENIS:ILII K�7PL PER ICC ISR-425L ON NEW FOUNDATION WORK 6 STARTED. BESTED SITE ELEMENTS AND UTILIZES„ Saco S. MANHOLES.CATCH BI►SINS,EM ADJACENT TO NEW OONSIRUCIION EXdAAIOIONS A)_OLEMIOIIIS ARE NOT REQUIRED FOR LOW-LIFT GROUTING.HOWEVER,CLEAN CELLS AND IL ISPEM OF IE1SfR OR I IMAOFD ROD ADHERE ANONOS N CONOkIE SDS BALL BE PROTECTED BY SHEMIN0BY THE 00ANN C/COIRORS ORNG. THIS PR07ECIION BALL BE BOND BEAMS OF MORTAR PROTRUSIONS AND DEBRIS BEFORE GROUTING EMIEOLLOR R LONION SAL BE IIB SIDWN ON THE DIWFNGS,AND SHALL CON RIRM TO PROVIDED AM E DESIGNED IN RACTHE SRA � SINN BE E REGISTERED B)�6FIMCNEENT SHALL BE SECURED AGAINST D6RJACEENT PRIOR TO GROUTING USING THE FO jI�IM 1�WX RR IOC L1�pM66�PER IDC ESR-2=(NMR 7b700) Challen in today. TOTALLY RESPONSIBLE FOR ITS DESIGN AND INSTALLATION. DIY POMID ERS(OR SUITABLE DEVISES)AT INTERVALS NOT EXCEEDING 200 BAR 9 9 1E INSPECTION OF REBNt OR THIEiIAOED RDD ADHESIVE ANCHORS N MASONRY:SU, Reinventing tomorrow. C)ALL CEI I C AND SPACES CONTAINING REINFORCEMENT SHALL BE FILLED WITH GROUT EYBEOIIENF 3 LOCATION SHALL BE AS SHOWN ON TIE DRWM AND SHALL=1P01 H 70 71E FOLLOWING MNMM IEQIL 10191M HIT!IIT HY 160 MAX PFR IOC ISR-1916(WN Jacobs Telecommunications,Inc. 4. THE CONTRACTOR GALL COORDINATE ALL FOUNDATION WORK WITH ALL D) F WORK IS STOPPED FOR ONE HOUR OR LONGER,PROVIDE A HDRQNTAL CONSTRUCTION UNDERGROUND UMMEL ALL NEW UNDERGROUND UTILITIES OR PIPES SHALL NOT iWo BY STOPPNO THE GROUT 1-1/2'BELOW THE TOP OF THE UPPERMOST UNIT 2600 Michelson Drive,Suite 500 Z �B i1110N 90rIlON O1 41 00 FOR ADDITIONAL N9RIDIION RFAIARI]EIOS, BE PLACED BELOW 0071D3 IF DRY SUCH CONDITION OCCURS,THE C RAG7 10. ALL GROUT SHALL BE CONSOLDA70 WITH A MECHANICAL VIBRATOR. NCLU061C NSPBCIKIN RROGRAIY RBOUNED PFR CBC 2019 CHAPTER 17 GALL NOTIFY THE ENGINEER AND DROP THE EIOI70M1 OF F0071N0 70 CLEAR THEE Irvine,CA 92612 RPE AT NO ADDITIONAL COST TO THE OWNER. 11. ALL REINFORCING SAL BE ASTM A615 GRADE 60,U.N.O. 949-224-7500 IL CENTER VERTICIL REINFORCING IN MALL..U.N.O. 0. ALL UNDERGROUND UTILITIES,SITE ELEMENTS, MANHOLES,CATCH BASINS.EIC. I& ALL HORIZONTAL REINFORCEMENT SHALL,BE PLACED N BOND BEAM OR UNrEL BEAM UNITS CARRIER: ADJACENT TO NEW CONSTRUCTION EXCAVATIONS SHALL BE PROTECTED BY ALL BOND BEAN BLOCK GALL BE'DEEP CUT'UNITS. m SHEETING MD/OR 9FDRN0.THIS LY RESPONSIBLE BALL R FRONDED BY THE 14. CELLS SHALL BE IN VOITIC L ALIGNMENT. DOWELS N FOOTINGS 9ALL BE SET TO ALIGN • ALL CCNSIRUCBON 6 SUBFICF 70 INSPECTION BY THE BUILDING OFFICIAL N ACCORDANCE NIH 2019 •�■ ■ .Mobile ■ CONTRACTOR WHO GALL BE TOTALLY RESP0N66LE FOR ITS DESIGN AND WTM CORES DONTANNG REINFORCING STEEL CBC THE OONIRACIOR SHALL 00010160E ALL REQUIRED INSPECTIONS NIH TIE BUILDING OFFM N57)WIATMN. 1& GROUT COVER OLEIRAMX BETWEEN MAIN REINFORCING AND INSIDE FACE OF MASONRY INSPECTION SUBMITIMS: 0. CONTRACTOR SHALL COORDINATE ALL FOUNDATION WORK WITH ALL UNIT SHALL,ABE ONE BAR DAIYEER,OR 1'MINIMUM.CLEARANCE BETWEEN PARALLEL BARS UNDERGROUND UTILITIES.EXTREME CARE GALL BE TAKEN DURING E(CAVATKNN STALL BE ONE BAR DAYEIER.OR ,'MINIMUM. • SUER COPES OF ALL INSPECTION REPORTS TO TIE ARCF11ECf/ENCIEBR FOR REVIEW. dish AND CONS7RUCRON OF NEW FOUNDATION WORK SO AS NOT TO DISTURB THE IL GROUT COVER CLEIRAMx BETWEEN EMBEDDED BOLTS AND STUDS AND INSIDE FACE OF EXISTING CONSTRUCTIONMD UTLRE& M SONMRY UNIT GALL BE ONEDAIYETEA,OR 1'MINIMUM.WHEN AN EL6EDED ANCHOR BOLT OR SND IS ATTACHED TO MASONRY THROUGH THE FACE SELL, PROMDE A CORED HOLE 7. BACKFILL AGAINST WALLS GALL FOLLOW THE CRIIEIA NOTED. AS A MINIMUM. UY HOLE DIAMETER GALL BE EQUAL TO THE DIAMETER OF THE ANCHOR BOLT/SNIAL D SIIIUCT OBSERNION SHALL BE PROVIDED N MCORONCE WITH 2019 CBC F REQUIRED BY THE YYIT2IESS. WALLS MUST HAVE REACHED THBR 28 DAY DESIGN S7TENGIH OR BE N PLACE 14 PLUS 2-)' BUILDING OFFICIAL.THE OWNER SHALL SIRIICNRAL OBSO M010NNS AS DOM N 771E 201 E CONTRACTOR SHALL OOORM WITH DAYS,WHICHEVER 6 NG LOER.FOR EXIEIOR AND INTERIOR BASDEM NT ALLS• ENGINEERING LICENSE: BACKFILL GALL BE PLACED EVENLY ON BOTH SIDES TO THE FLOOR SUBGRADE 17. REQUIREMENTS FOR CEMENT GALL BE AS SPEARED FOR CONCRETE 71E OWNER/IIRCHIET;f/ENCIEER 70 SCHEDULE FOR SIRUCRRAL OBSEMU110N LEVEL. EQUIPMENT USED TO COMPACT THE BACKFILL WILL BE SUCH AS TO LIMIT 1& NO PIPES OR DUCTS SHALL L BE PLACED N THE MASONRY WALL,U.N.O. PRESSURES ON THE WALLS TO THE DESIGN VALUES AND TO BE REVIEWED AND A0009M BY THE OWNER'S GEDTEKINICIL ENGINEER. IL ALL MASONRY WALLS SUPPORTING GRAVITY LOADS SHALL,L BE ADEQUATELY BRACED UNTIL ROOF OR OTHER GRAVITY LOAD CARRYING S1IRUCRIRE 6 COMPLETELY ERECTED SPECIAL INSPECTIONS ROXIMEMENTS: 20. PIERS.WHICH ARE V-W OR LESS N LEINGIH,GALL BE GROUTED AT A MAXIMUM OF 4'-0'UFT THIS SMDN APPLIES 10 THE S1MICIILAL PORIIONB OF THE PROJECT REQUIWD SPECIAL INSPECTION. � L WHERE THE E (KAON FOR SERVICE LINE TRENCHES 6 LOWER THAN AND HEIGHT CONTROL JOINTS SHALL BE PROVIDED AT A MAXIMUM 20-0'OLX.ON REFER TO 2019 CBC FOR SPECIAL 16PECIOR$DUNES. CLOSER THAN A IAHAV SLOPE TO THE BOTTOM OF A NEW OR EXISTING COLUMN OR PLAWPILEYATION51,U.N.O.LONGER DISTANCE OF UP TO 40'-0'ARE ALLOWED ONLY F THE WALL F007N% BACKFILL.THE EKGAVATION WITH LEAN MIX CXINCREIE.TOP OF RLL MASONRY WORK 6 TESTED AND IN COYRJANCE WITH ASHY 0426 WTH A LINEAR SHRNGIKE AL TESTS !NSPECIONB MAL BE PERFORMED BY AN INDEPENDENT TESTING t INSPECTION ADM C84392 TO BE ON A 11N:1V SLOPE FROM BOTTOM OF ADJACENT F0ILDMTHONS OF 0066%OR LES& EPLOVED BY THE DOW OR ARGHTECT R NOF THE CONTRACTOR PER 2019 CBC * EXP.09130123 21. REFER 10 ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROYDI G A SCHEDULE TO THE TEST R INSPECTION 9. ALL FOUNDATION EWANTION MUST BE OBSERVED NO APPROVED BY THE PATTERN,AND JOINT TYPE THE THICIOESS OF BED JOINTS GALL NOT DIC ED 6/B'. FRY 10 FAcum 7w PROPER 00010161710N OF WORK. PROJECT ENGINEERING GEOLOGIST AND/OR PROJECT GEDIEgMCAL ENGINEER PRIOR TO PLACEMEN OF REINFORCING STEEL 22 QUALITY ASSURANCE MEASURES SHALL COMPLY WITH 2019 CBC SECTION 2101L PlIR110N6 OF WORK REOIINNG SPECIAL N9PBCIIGNk �MA90NRY PRISM TESTS GALL BE BUILT AND TESTED PRIOR TO CONSTRUCTION. SCIKBE�: PREPARATION AND TOM OF PRISMS SHALL L BE N ACCORDANCE WITH ASHY C1314. I. CONIMDI6 16PBC710N 6 RESITED FOR ALL SIRUCRRAL CONCRETE(owT F01LDA710N CONCRETE DRAWING NOTICE: B)THREE MASONRY PER 3000 SQ. FF.OF FLOOR AREA 3 MK)9W1L BE BUILT �H��CA�' THESE DOCUMENTSARECONFIDENTIAL AND ARE THE SOLE PROPERTYOF (2ND TESTED DURING WHEN FULL STRESSES ARE USED IN� Z PRIOR 70�SI110 A FOILDIGIOH INSPECTION,71E.SOLS BMW SHALL ADVISE TIE BUILDING JACOB STELECOMMUNICATIONS,INC.AND MAY NOT BEREPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN MIMMU-1111111M 23. SAMPLING AND TESTING OF MASONRY TAMS SHALL CONFORM TD ASIA CM OFFICIAL N WRTING 1W.1)TIE BILDNG PAD WAS PREPARED N XMIDMICE NIH THE SOLS CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. FIFORT 2)71E 24. ALL CONCRETE BLOCK GALL BE LAD IN RUNNING BOND PATTERN.WHERE STACK BOND AMATIY 11ENMPLY MINE BEEN PROPERLY E SOLS R P OOIPALIED 3)THE I. CONTINUOUS INSPECTION FOR ALL MASONRY WORK IS REQUIRED.U.N.O. PATTERN 6 USED. PROVIDE DOUBLE OPEN-END UNITS. EI01MA7DIIS COMPLY WITH 71E INTENT OF INET SUIS REPORT. REVISIONS: Z ALL MASONRY WORK SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS.ULNA.: DESCRIPTION DATE BY REV ASHY 28-CATTY COMPRESSME CONCRETE I. ALL I MEWING STEEL SHALL BE SM RED N POSITION&16PECIIED BY THE BMW OFFICNL 90%CDs 08/16/21 FLP 0 SPECIFICATION S7TENGIH QMN•) PRIOR TO PLACING CONCRETE 90%CDs 09/28/21 FLP 1 MASONRY UNIT 0-90,GRADE N 2000 PSI 1. GENERAL R QUIEMED IES FOR ANCHORS IN CONCRETE M 90%CDs 10/01/21 FLP 2 WHEN INSTALLING DRLLED-N ANCHORS AND/OR POWER ACTUATED FASTENERS N EXISTING 90%CDs(E SHTS) 11/16/21 FLP 3 MORTAR 0-270.TYPE S 1800 PSI NON-PRESTRESSED RERFORCED CONCREIE USE CARE AND CAUIION TO AVOID CUTTING OR 1. ALL SnWI RAL WELDING EMT WELDING N APPROVED SHOPS PER 2019 CBC 90%CDs ADD M 12/06/21 NS 4 DAMAGING THE DOSING REINFORCING BARS.WHEN NSTALLNO THEN INTO EXISTING 90%CDs(E-SHEET) 12/15/21 CRETEMW 5 GROUT � 2000 PRESTRESSED CON (PRE-OR POST TENSOM). LOCATE THE PREMR SSED TENDONS Z REINFORCING STEEL WELDING PER 2019 CBC 100%CDs 02/22/22 M W 6 BY USING A NON-DESSTIIUCM METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVON)CUING OR DAMAGING THE TENDONS DURING INSTALL.ATHON. SUM NET MASONRY DESIGN S7RI]NGM 1600 PSI MAI LAIN A MINIMUM NIM UM CLEN CLEARANCE OF ONE CR BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR ANO/OR POWER ACRN7ED FASTENER. 1. ADIESNE OPANSDN ANCHORS N CONCRETE OR MASONRY. & CONCRETE MASONRY UNITS(CMU)SWILL BE MEDIUM WEIGHT(115 PCP)WITH MAXIMUM -LOCATE REINFORCEMENT MD CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING Z FI6H�'IRENGIH BOLTING-INET INSPECTION OF HIGH STRENGTH A328 3 AMBO BOLTS SHALL BEN DRAWN BY: FLP LINEAR SHRINKAGE OF 0.066 PLATES• MEMBERS•OR OTHER STEEL ASSEMBLIES ATFACED WITH ANCHORS. ACCO DANCE WITH APPROVED MA71011011Y RECOGNIZED SWDMDS 3 THE REQUIREMENTS OF 2019 CBC CHECKED BY: SO 4. MORTAR SHALL SATISFY THE REQUIREMENTS OF THE 2019 CBC,TABLE 2106.2.2.1.2 -THREADED ROD OR REINFORCEMENT EPDXY ADHESIVE ANCHORS SWILL BE SIIADHT,AND APPROVED BY: SO & AGGREGATE FOR MORTAR GALL CONFORM TO AMU 0144. FREE OF MILL SCALE,RUST MUD.OL.AND OTHER OCATNGS THAT MAY IMPAR THE BOND JACOBS PROJECT NO: El CCO303 WITH ADHESIVE. 0. SMO USED A4 AGGREGATE FOR MORTAR OR GROUT 94ALL BE CLEAN,GAWP,WELL GRADED.NO FREE FROM ANY AMOUNTS OF DUST, LUMP%SHALE,ALKALI OR ORGANIC -REINFORCING BARS MUST NOT BE BENT AFTENNSTAIATION, EXCEPT AS SET FDRM IN AC r SITE NAME: YA7ERAL. 318.SECTION 7.3.$WITH THE ADDITIONAL CONDITION;THAT THE REINFORCING BARO MUST BE I CM002 BOLERO BENT COLD,AND HEATING OF REINFORCING BINS TO FACILITATE FELD SENDING 6 STINGILY PROHIBITED. L ANCHOR RIEQUIEMEN1S: r SITE BU NUMBER: 40 BIR I NO BUR O ALL FIELD INSTALLED MEC ANIC&ANCHORS GALL BE FURNISHED AS FOLLOWS,U.N.O.: I 823202 15 +6BLK -WEDGE EXPANSION ANCHORS`HETI KB-TZ2 PER ICC ESR-4268. VERT. VERT. TYPE Y -HLTH-KWK BOLT 3 MASONRY ANCHORS KX�ESR 13ED SITE ADDRESS: vERr.WALL 14451 MYFORD ROAD RE1F. aTMaLL TYPE w H TUSTIN, CA 92780 1011.1. OF TYPE Y HMRa.WALL. ROW ELK;SALE REF. SHEET DESCRIPTION: E TYPE Y I TYPE Y BLK S STRUCTURAL NOTES 0 SHEET NUMBER: SIMS BMD BY -7 / 7 )/ / \� /•i \� /' PLANS PREPARED FOR: � NOTE: CROWN TTHE APPLICANT/CONTRACTOR IS REQUIRED TO SUBMIT A WRRP TO CC CASTLE THE PUBLIC WORKS f DEPARTMENT.THE WRRP MUST INDICATE HOW THE APPLICANT WILL CccTn o c"CROWN//// «._«...«.....«.«..............«...« .«..«.«......«.. ow COMPLY WITH THE PLANS PREPARED BY . . ............... LEAST 65%OF THE / \ (E)T-MOBILE TOWER TO BE REMOVED PROJECT WASTE MATERIAL OR THE AMOUNT REQUIRED BY THE is \ CALIFORNIA GREEN BUILDING STANDARDS CODE. jacobs. / (E)T-MOBILE EQUIPMENT PAD TO BE REMOVED. A.THE APPLICANT WILL BE REQUIRED TO SUBMIT A$50.00 APPLICATION / NEW EQUIPMENT WILL BE INSTALLED TO PREVENT FEE AND A Challenging today. / EXTENDED OUTAGES CASH SECURITY DEPOSIT.BASED ON THE REVIEW OF THE SUBMITTED Reinventing tomorrow. WASTE / \® MANAGEMENT PLAN,THE CASH SECURITY DEPOSIT WILL BE Jacobs Telecommunications,Inc. \®� DETERMINED BY THE 2600 Michelson Drive,Suite 500 PUBLIC WORKS DEPARTMENT IN THE FOLLOWING OF FIVE(5)PERCENT Irvine,CA 92612 \\ / ' OF THE 949-224-7500 EXISTING \PARKING > \ / J!] OFFICIAL,ROUNDED TO THE NEAREST THOUSAND.THE DEPOSIT AMOUNT WILL BE COLLECTED IN CARRIER: ACCORDANCE WITH THE TUSTIN CITY CODE. T T ■ ■Mobile ■ \ / / PRIOR TO ISSUANCE OF ANY PERMIT,THE APPLICANT SHALL SUBMIT \ THE REQUIRED • (E)LINGULAR EQUIPMENT /CHECK,PERSONAL CHECK,OR y \ / dish ' 2.FACILITY SOLID WASTE COLLECTION AND RECYCLING PLAN. yyjre�5g_ (E)IVY COVEREDED CMU WALL � � 61 / A.THE APPLICANT,PROPERTY OWNER,AND/OR TENANT(S)ARE ENGINEERING LICENSE: / O� j REQUIRED TO PARTICIPATE EXISTING J=�� /�/ B.WASTE AND RECYCLING COLLECTION FACILITIES SHALL BE EQUALLY / PARTING AND READILY ACC.WASTE CESIBLE B THE PROPERTY COLLECTIONFAC OORTI MUST NA )BE PLACED IN A LOCATION THAT CAN BE EASILY AND SAFELY ACCESSED BY THE SOLID WASTE HAULER C84392 WHILE UTILIZING * EXP.09130123 EITHER FRONT LOADER OR SIDE LOADING EQUIPMENT D.ADEQUATE COLLECTION CAPACITY SHALL BE PROVIDED TO ENSUREt� ST/`OQ�ST/�S�/ {J/ ~�l 11 F �L/OC / ry1' /0 a / THAT COLLECTION qS O F i3EXISTING FREQUENCY SHALL NOT EXCEED FOUR TIMES PER WEEK FOR �9F1T / / BUILDINGS* � �/� /?� �� COMMERCIAL CUSTOMERS. & / P, E.ALL TRASH ENCLOSURES SHALL BE DESIGNED WITH ROOF AND BE O' TRAINING • ABLE TO DRAWING NOTICE: ACCOMMODATE AT LEAST TWO(2)4-YARD BINS,WITH AT LEAST ONE(1) AREA I� / .� THESE DOCUMENTS ARECONFlDENTIALANDARETHESOLEPROPERTYOF BIN JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, RESERVED FOR RECYCLABLE MATERIALS.SPACE FOR A CONTAINER FOR DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN ORGANICS IS O EXISTING BUILDING �a / // CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. / (TO REMOVED �p ' / / ALSO REQUIRED AS DESCRIBED IN SECTION 15F BELOW. / O BY OTHERS) /s F.ALL DEVELOPMENTS ARE REQUIRED TO PROVIDE SPACE FOR THE REVISIONS: COLLECTION OF DESCRIPTION ORGANIC MATERIALS.ORGANICS ARE COLLECTED IN 35-GALLON AND 90%CDs 08//16/21 F R P 0 //;7/ EXISTING / >� 65-GALLON 90%CDs 09/28/21 FLP 1 / PARKING CDs...... ......49/04/24 FLP •2 CONTAINER WILL BE 90%CDs(E SHTS) 11/16/21 FLP 3 (E)SEWER LINE �/ o DEPENDENT UPON THE USE AND SIZE OF THE BUILDING.ORGANICS CAN 90%CDs ADD M 12/06/21 NS 4 / BE 90%CDs(E-SHEET) 12/15/21 MW 5 COLLECTED SIX(6)DAYS PER WEEK TO MINIMIZE THE SPACE REQUIRED 100%CDs 02/22/22 MW 6 FOR A CONTAINER. 3.ANY DAMAGE DONE TO EXISTING PUBLIC STREET IMPROVEMENTS DRAWN BY: FLP AND/OR UTILITIES SHALL BE CHECKED BY: SO �O REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER BEFORE APPROVED BY: SO EXISTING (E)STORM DRAIN / (E)COAX CABLE ACCEPTANCE OF PUBLIC JACOBS PROJECT NO: EUCC0303 PARKING �/ IMPROVEMENTS. �I SITE NAME: yN '-)12"WATERLINE r CM002 BOLERO SITE BU NUMBER. \\ I a I r 823202 (E)ELECTRIC/TELCO LINE SITE ADDRESS: 14451 MYFORD ROAD TUSTIN, CA 92780 SHEET DESCRIPTION: PAXIST RKIING i" v E SITE PLAN Qo � SHEET NUMBER: i A- 1 EXISTING SITE PLAN 1"= 50'-0" 1 \ PLANS PREPARED FOR: ccCROWN CASTLE CCTMO LLC"CROWN CASTLE" \ (P) MODULAR WETLAND UNITS rfi r` \ PLANS PREPARED BY: f , \ Jacobs. �r\ -'f �1btiioFFi�F��` Challenging today. (E)T-MOBILE TOWER TO BE REMOVED / Reinventing tomorrow. ` E T-MOBILE EQUIPMENT PAD TO BE REMOVED. Jacobs Telecommunications,Inc. PROPOSED \ ! \ PARKING \ O NEW EQUIPMENT WILL BE INSTALLED TO PREVENT 2600 Michelson Drive,Suite 500 ,°v EXTENDED OUTAGES / Irvine,CA 92612 949-224-7500 CARRIER: (P) 23 OCK DOORS IT -Mobile - D ®. °e � 111% y t.y . \ `\ d * sh- (E)12'-6"BSNF ! 'sp'O. 79; M°� / \, �+` '� ENGINEERING LICENSE: \ RAILWAY EASEMENT :� p (P) POTENTIAL \ OFFICE ` O� (E)15'-0"STORM DRAIN EASEMENT ,`, ! / J2/1 (P) MODULAR WETLAND UNITS ,.';' i _ = O 4 PROPOSED J co C84392 BUILDING / VO .G' / * EXP.09/30(23 219,827 S.F. DRAWING NOTICE THESEDOCUM ENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF \D'-a, \\ \\ `/ Q•. ` /f/ JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, / \ (P) 24 DOCK DOORS ` (((/(((/// DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. (P)OVERALL CROWN REVISIONS: CASTLE TOWER LEASE 0-, v / O / DESCRIPTION DATE BY REV AREA 320 SQ.FT. FLP 0 (P)CROWN CASTLE 65h 90%CDs 08/16/21/ p \�\ A \\ 90%CDs 09/28/21 FLP 1 HIGH MONO-EUCALYPTUS o \ \\, / / 90%CDs 10/01/21 FLP 2 (P)EQUIPMENT COMPOUND 90%CDs(E SHTS) 11/16/21 FLP 3 90 CDs(ADD MW) 12/06/21 NS 4 WITH(P)RELOCATED T-MOBILE \ \\ J EQUIPMENT LOCATED INSIDE. \, '� A \ ✓ 90%CDs(E-SHEET) 12/15/21 MW 5 440 SQ.FT.LEASE AREA (P)4 X 4"UNDERGROUND \` �O• \ `\� 100%CDs 02/22/22 MW 6 CONDUITS(TO BE INSTALLED / BY OTHERS)FOR POWER& / TELCO Via.T9 AV DRAWN BY: FLP CHECKED BY: SO ?o (P) OFFICE \\ F APPROVED BY: SO / JACOBS PROJECT NO 1 EUCC0303 `PROPOSED / SITE NAME: PARKING *` 9� / / r CM002 BOLERO ER i SITE BU NUMBER \\ \\ SITE ADDRESS: 14451 MYFORD ROAD v TUSTIN, CA 92780 v i SHEET DESCRIPTION: � X SITE PLAN W+E - � SHEET NUMBER: i A-2 PROPOSED SITE PLAN V = 50'4' 1 PLANS PREPARED FOR: CCCROWN CASTLE CCTMO LLC"CROWN CASTLE' PLANS PREPARED BY: -jacobs. Challenging today. Reinventing tomorrow. EXCAVATED Jacobs Telecommunications,Inc. AREA/UNDER 2600 Michelson Drive,Suite 500 O DEVELOPMENT Irvine,CA 92612 949-224-7500 • CARRIER: EXISTING KEYED NOTES: T . .Mobile 9�(E)MONOPOLE TOWER AND FIRST 3-OF FOUNDATION(TO BE REMOVED) SOIL TO BE FILLED TO GRADE AT FOUNDATION REMOVAL LOCATION 1 13 �(E)BOLLARDS(TO BE REMOVED)(TYP.) rS O �(E)CONCRETE EQUIPMENT PAD AREA(TO BE REMOVED) 4VTr2"Ann. �(E)UTILITY PULL BOX(TO BE REMOVED) ENGINEERING LICENSE: • 12 [E]—(E)T-MOBILE EQUIPMENT CABINET WITH GPS ANTENNA D • E--(E)T-MOBILE TRANSFORMER 14 �(E)T-MOBILE FIBER CIENA BOX LOCATED ON H-FRAME \ 10 �(E) T-MOBILE DISCONNECT BOX LOCATED ON H-FRAME C84392 � * EXP.09130123 \ ❑ O 2 �(E)T-MOBILE POWER PANEL LOCATED ON H-FRAME \ • 10 (E)T-MOBILE GENERATOR PLUG LOCATED ON H-FRAME �� \ 7 11 (E)UTILITY H-FRAME(TO BE REMOVED) a 11 \ g 12 (E)FIBER RUN(TO BE RELOCATED) DRAWING NOTICE: THESE DOCUM ENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF \ 13 (E)POWER RUN JACOB S TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRI BURNED WITH OUR THE EXPRESS WRITTEN 9 14 (E)EQUIPMENT BASES(TO BE REMOVED) CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. REVISIONS: \ DESCRIPTION DATE BY REV 90%CDs 08/16/21 FLP 0 \ 14 90%CDs 09/28/21 FLP 1 • �\ • 90%CDs 10/01/21 FLP 7- 90% 90%CDs E SHTS 11/16/21 FLP 3 F\ 90%CDs(ADD MW) 12/06/21 NS 4 90%CDs(E-SHEET) 12/15/21 MW 5 a 100%CDs 02/22/22 MW 6 EXCAVATED ❑ AREA/UNDER 5 DEVELOPMENT DRAWN BY: FLP CHECKED BY: SO APPROVED BY: SO JACOBS PROJECT NO: EUCC0303 • r ME I SITE NA :CM002 BOLERO SITE BU NUMBER: 823202 SITE ADDRESS: 14451 MYFORD ROAD TUSTIN, CA 92780 N SHEET DESCRIPTION: EQUIPMENT PLAN - `i E LAYOUT $ SHEET NUMBER: A-3 EXISTING T-MOBILE EQUIPMENT PLAN 1/2°= V-0° 1 PLANS PREPARED FOR: PROPOSED KEYED NOTES: CROWN !, v CASTLE \ 1�(P)CROWN CASTLE 63 FT.HIGH MONO-EUCALYPTUS CCTMO LLC"CROWN CASTLE \ PLANS PREPARED BY: \ �(P)POWER PANEL MOUNTED ON COMPOUND WALL \\ 3-(P)DISCONNECT MOUNTED ON COMPOUND WALL .;acobs. \\\ �(P)TRANS FORMER Challenging today. \\ �(P) FIBER CIENA Reinventing tomorrow. \ �(P)GENERATOR PLUG Jacobs Telecommunications,Inc. \ 7-(P)EQUIPMENT CABINET WITH GPS ANTENNA 2600 Michelson Drive,Suite 500 \ Irvine,CA 92612 \\ �(P)PULL BOX 949-224-7500 \\ �(P)ACCESS GATES CARRIER: \ 20'WIDE FIRE LANE 10 (P)CMU WALL COMPOUND PAINTED TO MATCH BUILDING T' • .Mobile ■ \\ 11 (P)CONCRETE EQUIPMENT AREA� 1 12 \ 12 (P)DROUGHT TOLERATE PLANTS(FOR SCREENING) 13 (P)CURB AND GUTTER(BY OTHERS) d.* sh \ PARKING SPACE J 3y71 \\\\ 14 (P)GPS ANTENNAre " \ u 1,5 ENGINEERING LICENSE: \ \ 2 15 (P)T-MOBILE BATTERY CABINET B160 16 (P)T-MOBILE BATTERY CABINET 6160(@16 ASF 17 (P)DISH WIRELESS EQUIPMENT PIz- 41 � '2,\, 1g (P)DISH TRANSFORMER \ 'o VP 6 7„ \ � C84392 EXP 09/30123 NCS 5 `\\ T 9 Fe70 ^O / / ❑8 / \\ / 4 13 DRAWING NOTICE: 9 THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF 3 JACO BS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN \ j 2 11 10/ CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. �vI r � 1 �\ REVISIONS: ry DESCRIPTION DATE BY REV 90%CDs 08/16/21 FLP 0 f17 �� 90%CDs 09/28/21 FLP 1 018 90%CDs 10/01/21 FLP 2 90%CDs(E SHTS) 11/16/21 FLP 3 90%CDs ADD M 12/06/21 NS 4 90%CDs(E-SHEET) 12/15/21 MW 5 P \ / _ P_ P_ P_ 100%CDs 02/22/22 MW 6 15 / PROPERTY LINE \ / > DRAWN BY: FLP ` CHECKED BY: SO 14 APPROVED PRO ECT NO: EUOCC0303 / r SITE NAME: CM002 BOLERO (N)2"CONDUIT r SITE BU NUMBER: \ (TYP.) ` \ `' / I 823202 � V SITE ADDRESS: 14451 MYFORD ROAD `\ TUSTIN, CA 92780 N SHEET DESCRIPTION: EQUIPMENT PLAN LAYOUT \ S SHEET NUMBER: A-4 PROPOSED T-MOBILE EQUIPMENT LAYOUT PLAN 3/16° = V-0° 1 PLANS PREPARED FOR: _....................... CROWN t v CASTLE 12'-6",TYP. CCTMOLLC CROWN CASTLE 3 TYP PLANS PREPARED BY: TA1 42 ON A2 Jacobs. _ Challenging today. Reinventing tomorrow. Jacobs Telecommunications,Inc. 2600 Michelson Drive,Suite 500 2 42 2 Irvine,CA 92612 949-224-7500 Ing i CARRIER: 3 C2 i 2 \ / B1 T ■ •Mobile ■ 2 2 dsh 2 wirer. 1 i ENGINEERING LICENSE: \ 5 / 2 2 C84392 ».................... 4 4 * EXP.09/30123 lie »................\ / ».... .».................... DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF \ / 1AC085 TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRI BURNED WITH OUR THE EXPRESS WRITTEN .2 2 CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. REVISIONS: \ / DESCRIPTION DATE BY REV 90%CDs 08/16/21 FLP 0 90%CDs 09/28/21 FLP 1 C1 90%CDs 10/01/21 FLP 2 NOTES: 3 90%CDs(E SHTS) 11/16/21 FLP 3 MOUNT RMV123XX HAS BEEN 3 NOTES: 90%CDs ADD M 12/06/21 NS 4 FOUND TO BE ADEQUATE B2 SEE 2/S1 FOR CARRIER 90%CDs(E-SHEET) 12/15/21 MW 5 SEE SITEPR01 RMV12-3XX LOADING NOT SHOWN 100%CDs 02/22/22 MW 6 ASSEMBLY EXISTING KEYED NOTES: PROPOSED KEYED NOTES: DRAWN BY: FLP � � CHECKED BY: SO I_J CROWN CASTLE 54 FT.HIGH MONOPOLE ON 5'-0"CAISSON FOUNDATION(TO BE REMOVED) LJ CROWN CASTLE 63 FT.HIGH MONO-EUCALYPTUS ON 5'-0"CAISSON FOUNDATION APPROVED BY: SO 1 3 JACOBS PROJECT NO: EUCC0303 (E)T-MOBILE PANEL ANTENNA(3 PER SECTOR,TOTAL OF 9)(TO BE REMOVED) (P)T-MOBILE AIR6449 B41 ANTENNA PANEL ANTENNA(1 PER SECTOR,TOTAL OF 3)e SITE NAME: (E)T-MOBILE REMOTE RADIO HEAD(1 PER SECTOR,TOTAL OF 3)(TO BE REMOVED) (P)T-MOBILE APXVAALL24_43-U-NA20 ANTENNA PANEL ANTENNA(1 PER SECTOR,TOTAL OF 3) p 4 r CM002 BOLERO 4�(E)ANTENNA SECTOR MOUNT(TO REMAIN) 4�(P)T-MOBILE RADIO 4480 B71+B85&(N)T-MOBILE RADIO 4460 B25+B66 STACK MOUNTED(1 PERSITE SITE BU NUMBER: SECTOR EACH,TOTAL OF 6) I 823202 (P)T-ARM MOUNT PART#RMV12372 BY SITEPRO1 OR EQUAL e D-1 SITE ADDRESS: 14451 MYFORD ROAD TUSTIN, CA 92780 N N SHEET DESCRIPTION: w E w E T-MOBILE ANTENNA LAYOUT S S SHEET NUMBER: A-5 EXISTING ANTENNA LAYOUT @ 54' FT. RAD CENTER A.G.L. 3/4"= V-0° 2 PROPOSED ANTENNA LAYOUT @ 65' FT. RAD CENTER A.G.L. 1/2"= V-0° 1 PLANS PREPARED FOR0 : CROWN W4.0 CASTLE EXISTING ANTENNA SCHEDULE CCTMO LLC'CROWN CASTLE ANTENNA RRU/TMA/SMART BIAS T COAX FIBER HCS/COAX CABLE POWER PLANS PREPARED BY: RAD JUMPER JUMPER SECTOR AZIMUTH C NTER TECHNOLOGY ON . MODEL NO. SIZE QTY. TYPE QTY. LENGTH QTY. LENGTH OTy, SIZE,TYPE QTY SIZE&TYPE QTY. &LENGTH Al 54'-0" U1900,131900 AIR21 KRC118023-1 B2A B4P 56" 1 - 9 FT 2 Challenging today. SECTOR Reinventing tomorrow. A212100,11900 Al32 KRD901146-1_B66A_B2A(OCTO) 56.6" 1 - 9 FT 4 9 FT 1 3X6 HCS 1 DC 6AWG 2 „A„ Jacobs Telecommunications,Inc. 2600 Michelson Drive,Suite 500 A3 L700,L600,N600 APXVAARRI8_43-U-NA20(OCTO) 72" 1 RADIO 4449 B71+B85 1 - 9 FT 2 Irvine,CA 92612 949-224-7500 B1 54'-0" U1900,G1900 AIR21 KRC118023-1 B2A B4P 56" 1 - - - 9 FT 2 CARRIER: SECTOR B2 54'-0" 12100,11900 Al R32 KRD901146-1_B66A_B2A(OCTO) 56.6" 1 - - 9 FT 4 9 FT 1 3X6 HCS 1 B T ■ ■Mobile - - B3 54'-0" L700,L600,N600 APXVAARRI8_43-U-NA20(OCTO) 72" 1 RADIO 4449 B71+B85 1 - 9 FT 2 C1 54'-0" U1900,G1900 AIR21 KRC118023-1_B2A_B4P 56" 1 - - 9 FT 2 d.* sh SECTOR WII'EIE'S5. C2 54'-0" 12100,11900 Al R32 KRD901146-1_B66A_B2A(OCTO) 56.6" 1 - - 9 FT 4 9 FT 1 3X6 HCS 1 ENGINEERING LICENSE: C3 54'-0" L700,L600,N600 APXVAARRI8_43-U-NA20(OCTO) 72" 1 RADIO 4449 B71+B85 1 - 9 FT 2 SHARED - - - - - - - - - - - 3 TOTAL 9 3 12 15 3 2 C84392 * EXP.09/30123 (E) ANTENNA SCHEDULE SCALE: N/A 2 DRAWING NOTICE: THESE DOCUM ENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACO BS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUF THE EXPRESS WRITTEN CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. REVISIONS: DESCRIPTION DATE BY REV 90%CDs 08/16/21 FLP 0- NEW ANTENNA SCHEDULE 90%CDs 09/28/21 FLP 1 90%CDs 10/01/21 FLP 2 COAX FIBER 90%CDs(E SHTS) 11/16/21 FLP 3 ANTENNA RRU/TMA/SMART BIAS T JUMPER JUMPER HCS/COAX CABLE POWER 90%CDs ADD M 12/06/21 NS 4 SECTOR AZIMUTH RAD TECHNOLOGY 90%CDs(E-SHEET) 12/15/21 MW 5 CENTER ,SIZETYPE 100%CDs 02/22/22 MW 6 MODEL NO. SIZE QTY. TYPE QTY. LENGTH QTY. LENGTH QTY. QTY. SIZE&TYPE QTY. &LENGTH Al 62'-6" L600,N600,L700,L1900, APXVAALL24_43-U-NA20 96.0" 1 RADIO 4480 B71+885& 1/1 10FT g SM 6 SECTOR G1900,U1900,L2100 (OCTO) RADIO 4460 1325+866 6/24 4AWG DRAWN BY: FLP 1 CHECKED BY: SO "A" A2 62'-6" L250Q N2500 AIR6449 B41(MIMO) 33.1" 1 SM 4 30M APPROVED BY: SO JACOBS PROJECT NO 1 EUCC0303 Bl 62'.6" L600,N600,L700,L1900, APXVAALL24_43-U-NA20 96.0" 1 RADIO 4480 B71+885& 1/1 10FT 8 SM 6 SITE NAME: SECTOR G1900,U1900,L2100 (OCTO) RADIO 4460 1325+866 6/24 4AWG 1 CM002 BOLERO B2 ........ 62'.6" BL2500,N2500 AIR6449 B41(MIMO) 33.1" 1 SM 4 30M r SITE BU NUMBER: "' 62-6 1600,N600,L700,L1900, APXVAALL24_43-U-NA20 96.0" 1 RADIO 4480 B71+8 1/1 9 FT 8 SM 6 85& I 823202 SECTOR C1 G1900,U1900,L2100 (OCTO) RADIO 4460 1325+866 ,,,,, 6/24 4AWG 1 SITE ADDRESS: C C2 62'-6" L2500,N2500 AIR6449 B41(MIMO) 33.1" 1 SM 4 30M 14451 MYFORD ROAD TUSTIN, CA 92780 SHARED TOTAL 6 6 24 30 3 SHEET DESCRIPTION: T-MOBILE ANTENNA SCHEDULE SHEET NUMBER: A-6 (N) ANTENNA SCHEDULE SCALE: N/A 1 PLANS PREPARED FOR: NOTES: Al PROPOSED KEYED NOTES: CROWN 1. PROPOSED TOWER MOUNTED EQUIPMENT SHALL ,,, , ,„,,,,,,,,,,,,,,,,,,,,,,, CROWN CASTLE 65 FT.HIGH MONO-EUCALYPTUS ON 5'-0"CAISSON FOUNDATION CASTLE BE PAINTED TO MATCH EXISTING TOWER 0**400 2 (P)DISH WIRELESS L.L.C.ANTENNA JMA MX08FR0665-21(TYP 1 PER SECTOR,TOTAL 3) 5 CCTMO LLC"CROWN CASTLE 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.FOR ANTENNA SPECIFICATIONS 3 4 (P)DISH WIRELESS L.L.C.RRH FUJITSU TA0825-6604(TYP 1 PER SECTOR,TOTAL 3) 1'8 PLANS PREPARED BY: REFER TO ANTENNA SCHEDULE AND FINAL JOL CONSTRUCTION RFDS FOR ALL RF DETAILS (P)DISH WIRELESS L.L.C.RRH FUJITSU TA0825-6605(TYP 1 PER SECTOR,TOTAL 3) D 4 ON 3. JACOBS HAS NOT EVALUATED OR CONFIRMED THE (P)MC.K6M.9-96 1 COMMSCOPE T-FRAME KIT p 4 Jacobs. STRUCTURAL CAPACITY OF THE TOWER OR ANTENNA/RADIO MOUNTS.REFER TO LATEST 6�(P)DISH WIRELESS L.L.C.OVP DEVICE RAYCAP RDIDIC-9181-PF-48(TO BE PLACED ON SECTOR Challenging today. STRUCTURAL ANALYSIS FOR VERIFICATION OF CLOSEST TO CABLE RISER)6 Reinventing tomorrow. TOWER AND MOUNTING COMPONENTS PRIOR TO CONSTRUCTION.ANY MODIFICATIONS SHALL BE Jacobs Telecommunications,Inc. PERFORMED PRIOR TO THE INSTALLATION OF THE EQUIPMENT SHOWN IN THE DRAWING. 2600 Michelson Drive,Suite 500 5 Irvine,CA 92612 4. MISSING AND/OR DAMAGED BRANCHES TO BE 949-224-7500 REPLACED AS NEEDED. Q CARRIER: 4 °1 3 T ■ -Mobile ■ o o ° dish wirer. ENGINEERING LICENSE: 2 2 3 4 N C1 Bi AF* ».... .».................... C84392 * EXP.09/30123 S (N) MW ANTENNA LAYOUT 3/8"= 1--0" 1 DRAWING NOTICE: THESE DOCUM PI TS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACO BS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN ANTENNA TRANSMISSION CABLE CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. SECTOR POSITION EXISTING OR HIGH/LOW BAND MECH. FEED LINE TYPE REVISIONS: PROPOSED MANUFACTURER-MODEL NUMBER SIZE(HxW) AZIMUTH RAD CENTER ELEC.TILT TILT AND LENGTH DESCRIPTION DATE BY REV ALPHA Al PROPOSED JMA-MX08FRO665-21 72.0"x20.0" •••• 53'4" ••»•••••• •••• 90%CDs 08/16/21 FLP 0 90%CDs 09/28/21 FLP 1 (1)HIGH-CAPACITY HYBRID CABL 90%CDs 10/01/21 FLP 2 BETA B1 PROPOSED JMA-MX08FRO665-21 72.0"X20.0" ......•• 53'-0" ••„••••• (74-LONG) 90%CDs(ESHTS) 11/16/21 FLP 3 90%CDs ADD M 12/06/21 NS 4 GAMMA G1 PROPOSED JMA-MX08FRO665-21 72.0"X20.0" ......•• 1 53'-0” ••»•••••• •••• 90%CDs(E-SHEET) 12/15/21 MW 5 100%CDs 02/22/22 MW 6 *SEE LATEST DISH RFDS FOR AZIMUTH INFORMATION AT TIME OF BUILD DYNAMIC DRAWN BY: FLP BLOCK CHECKED BY: SO APPROVED BY: SO RRH NOTES JACOBS PROJECT NO: EUCC0303 SECTOR POSITION MANUFACTURER- SITE NAME: MODEL NUMBER 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS. SITE BOLERO Al FUJITSU-TA08025-6604 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT AVAILABILITY.ALL EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE WITH THE SITE BU NUMBER: ALPHA Al FUJITSU-TA08025-6605 PROPOSED DESIGN AND STRUCTURAL ANALYSES. 823202 SITE ADDRESS: B1 FUJITSU-TA08025-6604 14451 MYFORD ROAD BETA B1 FUJITSU-TA08025-6605 TUSTIN, CA 92780 G1 FUJITSU-TA08025-6604 SHEET DESCRIPTION: GAMMADISH ANTENNA PLAN & G1 FUJITSU-TA08025-6605 SCHEDULE SHEET NUMBER: A-6 . 1 (N) ANTENNA SCHEDULE SCALE: N/A 1 PLANS PREPARED FOR: TOP OF(P)MONO-EUCALYPTUS TOP OF(P)MONO-EUCALYPTUS CROWN FAUX BRANCHES/LEAVES FAUX BRANCHES/LEAVES ELEV.72'-0"A.G.L. ELEV.72'-0"A.G.L. v CASTLE CCTMO LLC"CROWN CASTLE" e Edi 'e PLANS PREPARED BY: 0 4 4 2 2 4 ae TOP OF(P)T-MOBILE ANTENNA TOP OF(P)T-MOBILE ANTENNA Jacobs. ELEV.66'-6"A.G.L. ELEV.66'-6"A.G.L. 3 �,. �I 3 3 i' TOP OF(P)POLE TOP OF(P)POLE Challenging today. ELEV.63'-0"A.G. °' ELEV.63'-0"A.G.L• Reinventing tomorrow. sob Jacobs Telecommunications,Inc. (P)T-MOBILE ANTENNA RAD CENTER ? (P)T-MOBILE ANTENNA RAD CENTER 2600 Michelson Drive,Suite 500 ELEV.62'-0"A.G.L. ELEV.62'-0"A.G.L. Irvine,CA 92612 6,7 5 4 91 6,7 g7 3 949-224-7500 4 I III 4 I 6 d CARRIER: T • •Mobile - P DISH ANTENNA RAD CENTER C� P DISH ANTENNA RAD CENTER ELEV.53'-0"A.G.L. ELEV.53'-0"A.G.L. PROPOSED/EXISTING KEYED NOTES: 8c dish I_J (P)CROWN CASTLE 65 FT.HIGH MONO EUCALYPTUS WITH e 5 8 5 FAUX TEXTURED BARK 5 5 YYIr2�ESS. (P)T-MOBILE AIR6449 B41 PANEL ANTENNA. PAINT TO ENGINEERING LICENSE: MATCH FAUX LEAVES(TYP.) D (P)T-MOBILE APXVAALL24_43-U-NA20 PANEL ANTENNA. a PAINT TO MATCH FAUX LEAVES(TYP.) , i na I-J (P)T-MOBILE RADIO 4480 B71+B85&(N)T-MOBILE RADIO e 4460 B25+B66 STACK MOUNTED(1 PER SECTOR EACH, e i TOTAL OF 6) C84392 y r * EXP.09/30123 _ 5 (P)DISH WIRELESS L.L.C.ANTENNA JMA MX08FR0665-21 _ 3 (� (TYP 1 PER SECTOR,TOTAL 3) c c (P)DISH WIRELESS L.L.C.RRH FUJITSU TA0825-8604(TYP 1 PER SECTOR,TOTAL 3) c' (P)DISH WIRELESS L.L.C.RRH FUJITSU TA0825-8605(TYP 1 DRAWING NOTICE: PER SECTOR,TOTAL 3) THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, (P)MC-K6M-9-96 COMMSCOPE T-FRAME KIT '` DISSEMINATEDORREDISTRIBURNED WITH OUR THE EXPRESS WRITTEN 3 CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. (P)6,-8^FT.HIGH BLOCK WALL ENCLOSURE PAINTED TO REVISIONS: MATCH BUILDING DESCRIPTION DATE BY REV 10 (P)ACCESS GATES 90%CDs 08/16/21 FLP 0 (P)END FAUX BARK&START PAINT a (P)END FAUX BARK&START PAINT 90%CDs 09/28/21 FLP 1 TO TOP OF POLE TO MATCH BARK 1V 11 (P)DROUGHT TOLERATE PLANTS(FOR SCREENING) +1�j\� I TO TOP OF POLE TO MATCH BARK 90%CDs 10/01/21 FLP 2 ELEV.25'-0"A.G.L. 1{ 1141) ELEV.25'-0"A.G.L. 90%CDs(E SHTS) 11/16/21 FLP 3 90%CDs ADD M 12/06/21 NS 4 I'r. 90%CDs(E-SHEET) 12/15/21 MW 5 100%CDs 02/22/22 MW 6 (P)START BRANCHES/FOLIAGE Y' ,i%'c� :��i u.)' a (P)START BRANCHES/FOLIAGE ELEV.20'-0"A.G.L. ELEV.20'-0"A.G.L. DRAWN BY: FLP CHECKED BY: SO APPROVED BY: SO i JACOBS PROJECT NO 1 EUCC0303 r SITE NAME: 1 I CM002 BOLERO r SITE BU NUMBER: 10 I L \ SITE ADDRESS823202 14451 MYFORD ROAD 9 11 9 11 TUSTIN, CA 92780 SHEET DESCRIPTION: GROUND LEVEL GROUND LEVEL ELEVATION PLANS ELEV.0'-0" ELEV.0'. " SHEET NUMBER: A-7 NORTH ELEVATION 1/4"= V-0° 1 2 SOUTH ELEVATION 1/4"= V-0° 1 PLANS PREPARED FOR: TOP OF(P)MONO-EUCALYPTUS TOP OF(P)MONO-EUCALYPTUS FAUX BRANCHES/LEAVES FAUX BRANCHES/LEAVES CROWN ELEV.72'-0"A.G.L. ELEV.72'-0"A.G.L. > 0v CASTLE e4• CCTMO LLC"CROWN CASTLE e o 5 c 44� PLANS PREPARED BY: 2 4 TOP OF(P)T-MOBILE ANTENNA >. TOP OF(P)T-MOBILE ANTENNA ELEV.66'-6"A.G.L. ELEV.66'-6"A.G.L. % ac0 s. 2 3 TOP OF P POLE TOP OF(P)POLE Challenging today. ELEV.63'-0"A.G.L. k ds ELEV.63'-0"A.G.L. ° Reinventing tomorrow. (P)T-MOBILE ANTENNA RAD CENTER (P)T-MOBILE ANTENNA RAD CENTER Jacobs Telecommunications,Inc. ELEV.62'-0"A.G.L. ELEV.62'-0"A.G.L. 2600 Michelson Drive,Suite 500 e 4 4 Q Irvine,CA 92612 949-224-7500 6,7 6,7 1 8 8 CARRIER: ae P DISH ANTENNA RAD CENTER P DISH ANTENNA RAD CENTER • •Mobile • ELEV.53'-0"A.G.L. G ELEV.53'-0"A.3.1. 4 5 9 PROPOSED/EXISTING KEYED NOTES: 4 9 � \I 5 e 5 I_J (P)CROWN CASTLE 65 FT.HIGH MONO-EUCALYPTUS WITH 5 %0S FAUX TEXTURED BARK VAMIM. (P)T-MOBILE AIR6449 B41 PANEL ANTENNA. PAINT TO - Tc ENGINEERING LICENSE: o MATCH FAUX LEAVES(TYP.) c (P)T-MOBILE APXVAALL24_43-U-NA20 PANEL ANTENNA. PAINT TO MATCH FAUX LEAVES(TYP.) 119 I-J (P)T-MOBILE RADIO 4480 B71+B85&(N)T-MOBILE RADIO e e, 4460 B25+B66 STACK MOUNTED(1 PER SECTOR EACH, TOTAL OF 6) C84392 �+ EXP 09/30123 (P)DISH WIRELESS L.L.C.ANTENNA JMA MX08FR0665-21 �� * (TYP 1 PER SECTOR,TOTAL 3) '� (P)DISH WIRELESS L.L.C.RRH FUJITSU TA0825-8604(TYP 1 PER SECTOR,TOTAL 3) y� (P)DISH WIRELESS L.L.C.RRH FUJITSU TA0825-8605(TYP 1 DRAWING NOTICE: pN'y PER SECTOR,TOTAL 3) i THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACO BS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, 8�(P)MC-K6M-9-961 COMMSCOPE T-FRAME KIT ',� DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESSwRITTEN CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. b � (P)DISH WIRELESS L.L.C.OVP DEVICE RAYCAP c REVISIONS: RDIDIC-9181-PF-48(TO BE PLACED ON SECTOR CLOSEST TO CABLE RISER) DESCRIPTION DATE BY REV P END FAUX BARK&START PAINT (P)END FAUX BARK&START PAINT$ 90%CDs 08/16/21 FLP 0 10 (P)6'-8"FT.HIGH BLOCK WALL ENCLOSURE PAINTED TO TO TOP OF POLE TO MATCH ELEV.25'-0"A.G.L. MATCH BUILDING ELEV.25'-0"BARK 90%CDs 09/28/21 FLP 1 TO TOP OF POLE TO MATCH BARK 4?1d`` A.G.L. 90%CDs 10/01/21 FLP 2 Pb P i 90%CDs(E SHTS) 11/16/21 FLP 3 F c 11 (P)DROUGHT TOLERATE PLANTS(FOR SCREENING) e a 90%CDs ADD M 12/06/21 NS 4 90%CDs(E-SHEET) 12/15/21 MW 5 (P)START BRANCHES/FOLIAGE :4 100%CDs 02/22/22 MW 6 "i;Ar (P)START BRANCHES/FOLIAGE ELEV.20'-0"A.G.L. % , ELEV.20'-0"A.G.L. 1 1 DRAWN BY: FLP CHECKED BY: SO APPROVED BY: SO JACOBS PROJECT NO 1 EUCC0303 r SITE NAME: I CM002 BOLERO SITE BU NUMBER: L r 10 10 SITE ADDRESS823202 11 14451 MYFORD ROAD AL, 11L 11 TUSTIN, CA 92780 SHEET DESCRIPTION: GROUND LEVEL GROUND LEVEL ELEVATION PLANS ELEV.0'-O"qO ELEV.0'-0" SHEET NUMBER: A-8 WEST ELEVATION 1/4"= V-0° 2 EAST ELEVATION 1/4"= V-0° 1 PLANS PREPARED FOR: DESIGN CRITERIA: CROWN 1. WNDDESENDATA MANUFACTURER: ERICSSON 1•x 20 uLnMATE WND VELocITr = ss MPH MODEL NO.: 33AIR6449 B41 cc CASTLE DIMENSIONS,L—D): . 6x 8 " 6' EXPOSURE = C WEIGHTRbsZ 104.0 CCTMO LLC"CROWN CASTLE" e2. SESMICDESIGNDATA = PLANS PREPARED BY SITE CLASS D : RISK CATEGORY = II is TOP MOUNT BRACKET (N)PANEL ANTENNA SESMICIMPORTANCEFACTORL) = 10 828 ��0 . MAPPED SPECTRAL RESPONSES SS=151=0639 Sas=1462 SEISMICDESIGN CATEGORY = D ..._.__._. ';. .... 4° RESPONSE MODIFICATION(RN = 25 Challenging today. 1 AMPLIFICATIONFACTOFIaP) 1. Reinventing tomorrow. PIPE MOUNT 8 Jacobs Telecommunications,Inc. B 2600 Michelson Drive,Suite 500 Irvine,CA 92612 949-224-7500 BOTTOM MOUNT BRACKET tLj CARRIER: —OP FRONT SIDE T ■ -Mobile - ANTENNA MOUNTING BRACKET DETAIL 1 DESIGN CRITERIA 2 AIR6449 B41 SPECIFICATIONS 3 dish wireless_ PARTS LIST ENGINEERING LICENSE: MANUFACTURER: ERICSSON ITEMtl DTY. PART NUMBER DESCRIPTION MODEL NO.: APXVAALL24_43-U-NA20 1 2 6ms57 ANGLEARM DIMENSIONS,D—) 95.-24-159' 2 2 601256 MOUNTINGCLAMP WEIGHT: 106 LBS 3 2 6012351 BRACKET f BRACKET 8.9" 4 2 6012352 BRR f 24"�' y 5 1 601258 LABACKETLE fi 4 6W6793 SPACERTUBE 7 14 10052524 ME FLATWASHERL—NLESS STEEL) 8 2 6004198 MBx125x25—LARGECARRIAGEBOLT(STAINLESSSTEEL) C84392 8 fi 6I1I7395 MB LOCKWASHER(STAINLESS STEEL) / 10 4 60041910 MBx12sx 11—LARGE HEX HEAD SCREW(STAINLESS STEEL) y EXP.09/30/23 y 'I'E 11 6 204001-15 MBx125 HEX NUT(STAINLESS STEEL) � 1f / •• 12 2 225244 CLAMPPLATE 13 8 60041924 LARGE LOCKWASHER(STAINLESS STEEL) NEWRRU // 14 8 204001-21 .12x175 HEX NUT(STAINLESS STEEL) MOUNTED / 15 4 60041912 M12x17 15—LARGE CARRAGE BOLT(STAINLESS STEEL) TO FPKA 17 1 601584 MOLYBDENUM DISULFIDE GREASE FPKA CLAMPED 8 / ICE TIGHT ENEDTOPIPE, DRAWING NOCONFIDENTIAL AND ARE THE SOLE PROPERTY OF ob� P2 1ACSSE INATED RREDISTRIBUTINC.ANDMAYNOT BEREPRODUCED, TDP VIEW DISSEMINATED FRMJACIBSTELECOMMUNED WITHOUT HEE%PRESS WRITTEN O / CONSENT FROM lAC085 TELECOMMUNICATIONS,INC. REVISIONS: DESCRIPTION DATE BY REV 90%CDs 08/16/21 FLP 0 90%CDs 09/28/21 FLP 1 B OTTOM BRACKET A STOP BRACKET 90%CDs 10/01/21 FLP 2 FRONT VIEW SIDE VIEW 90%CDs(E SHTS) 11/16/21 FLP 3 90%CDs(ADD MW) 12/06/21 NS 4 APXVAALL24_43-U-NA20 4 RADIO - MOUNTING DETAIL 5 ANTENNA BRACKET DETAIL 6 900/CDDsE-SHEET) 02/22/22 1 MW 6 MANUFACTURER: ERICSSON MANUFACTURER: ERICSSON ANTENNA MOUNTING PIPES MODEL NO.: RADIO 4480 B71+B85A MODEL NO.: RADIO 4460 B25+B66 "ASSEMBLY NO." RMV12-372 DRAWN BY: FLP DIMENSIONS,U.MD). 196"x157"x12.1" PART NO. A P272 DIMENSIONS,(HxWxO): 19 s•x 151x7e" WEIGHT Qbs): 109 PART DESCRIPTION B 2-3 8 O.D. SCH. 40 PIPE CHECKED BY: SO WEIGHT obs)' 87 LENGTH "C" 72" APPROVED BY: SO UNIT WT. "D" 1 23.07 JACOBS PROJECT NO: EUCC0303 1 159.99 i�15.7"� r SITE NAME: 115.1 12"TO 45" I CM002 BOLERO POLE DIAMETER a=== SITE BU NUMBER33// 823202 - 3REF.�.7 8" SITE ADDRESS14451 MYFORD ROAD X12.1"— Y 12" (MAXIMUM) TUSTIN, CA 92780 �II� 150" SHEET DESCRIPTION: DETAILS AND SPECS -- L=ADJUSTABLE E LM o III SHEET NUMBER: D- 1 ERICSSON RADIO 4480 B71+B85A SPECS 7 ERICSSON RADIO 4460 B25+B66 SPECS 8 T-ARM RMV12-372 MOUNT 9 PLANS PREPARED FOR: MANUFACTURER: ERICSSON MODEL NO.: 6160.3 C'xCROWN OIMENSIOIWO)_ 25 335"(YVI AN/6" EMPTY CABINETBINETWEIGHT(Lbs): 353 A19U MNXWEIGHT CC CASTLE EIGHT(Lbs)_ •••••••• CCTMO LLC"CROWN CASTLE" NOES: 1.CORRECT KNOCKOUTTOOL REQUIRED FOR PUNCHING KNOCKOUTS. Lu DON OT DRILL KNOCKOUTS THROUGH. PLANS PREPARED BY: U 2.CONDUIT MUST BE PROPERLY SECURED TO PREVENT DAMAGE TO Z Q CABINETS AND/OR CABLING. Jacobs. OREQ WITH MIN.EFF.EMB.OF325",TYP. V SR4266) OR EQUIVALENT CONCRETE (� EXPANSION ANCHOR IN)CABINET 00, 0 Challenging today. 0 I Reinventing tomorrow. Ed d Jacobs TeLecommuntions,Inc. ° d ° U 00� 2600 Michels n DrivleaSuite 500 \11 ii e ° ° e d Q fig 0 = Irvine,CA 92612 ° 949-224-7500 U °(E)CONCRETE ASSUMED 5'THK M MI IN.(V.I F.) 0 0 CARRIER: i--2.2 �; ° ° T • •Mobile - f ° N ° 0 N N't CABINET MOUNTING DETAIL 1 ! °'0o� dish- ERICSSON BASEBAND UNIT 6646 ISOMETRIC VIEW ENGINEERING LICENSE: � 17-- _r�E PPLY ISOMETRICVIEW DD INALPOWV LTAGE:NOMINAL VDLTOGE: 0 TO+DIM SONRE 0 N+55 DEO CDIIAENff. 16.W X 13.SBbPLAN VIEWwoam te.s3 IM 2 '-23" 2'2"- -- � PLAN VIEW 00 00 C84392 0000 * EXP.09/30/23 O CW11. O 0 O O O®® ®® ® O OO DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF y. @0 0 Op 0 JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN O O 00 0c,00.0 CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. 00 00 REVISIONS: FRONT VIEW RIGHT SIDE VIEW DESCRIPTION DATE BY REV 90%CDs 08/16/21 FLP 0 FRONTVIEW RIGHTSIDEVIEW 90%CDs 09/28/21 FLP 1 90%CDs 10/01/21 FLP 2 90%CDs(E SHTS) 11/16/21 FLP 3 90%CDs(ADD MW) 12/06/21 NS 4 ERICSSON BASEBAND 6648 DETAIL 4 ERICSSON B160 CABINET DETAIL 5 ERICSSON 6160 CABINET DETAIL 6 900/CDsE-SHEET) 02/22/22 MW 6 MANUFACTURER: NOKIA ERICSSON BASEBAND UNIT PSU4813 MODEL NO: IXRE DC PdYER SNPPLY DRAWN BY: FLP DIMENSIONS,W%D: ID D"113 B" NOMINAL VOLTkCE: -38VDC CHECKED BY: so WEIGHT: 2D lbsTEMPMTU -40 TO+BO DEG C OMENS DMENSION: 1B'W X 13b APPROVED BY: SO W°D"T' TBD JACOBS PROJECT NO 1 EUCC0303 )MW urDe a AMON14 SITE NAME : rCM002 BOLERO �/J r ER SITE BU NUMB : I 823202 SITE ADDRESS: Z. 14451 MYFORD ROAD TUSTIN, CA 92780 ® P'SU 48, 13 G ® IRV, b4 FWauuumeaan SHEET DESCRIPTION: • MAI WDeSHIANw aFMa air. �� NUNrWa axalml.ro DETAILS AND SPECS OU'L/a N:as FWE.Mai Baan w ANNWM BtlflE18 d!PPE MMMS NWFL di as Veef� NAN eNv Law oun IIOBE MI7► SHEET NUMBER: D-2 iXRE ROUTER 7 ERICSSON BASEBAND PSU DETAIL 8 6X24 HCS CABLE DETAIL 9 PLANS PREPARED FOR0 : CROWN v CASTLE CCTMO LLC"CROWN CASTLE" PLANS PREPARED BY: NSB 1 SOFT Fled Batteryx l 7 Long float life at elevated temperatures NSB 190FT Red Battery:`: pacobs. Norrliinal Technical Specifications Challenging today. el�r�IrE.�I Reinventing tomorrow. 4NDII1rr' .'7N-'L: YKlr, 7i GENERAL CONTRACTOR TO CLEARLY Jacobs Telecommunications,Inc. INSTALL THE FOLLOWING NFPA 740 11 M1DIR capsClr4 to .L9U Vl�I� !Il/1,'ry I!:r'� PLACARD SIGN ON ALL SIDES ON THE(N) 2600 Michelson Drive,Suite 500 Flat VOlfh';2 int_ BATTERY CABINETS Irvine,CA 92612 r7gn nnyl+/I7ICMrly .. 949-224-7500 m'IpwrswnurP I kl-{;i i I l I':rinll.�!'l AlvfNI' i;rlurL I`:Iault l.urrvr+nt ,..{I ,. CARRIER: IlIfIllencilol T • •Mobile - dish w Ah Capall Ra Irl(M @!!'C(77°F) WIr21�S . Liu 17P�lC dhd la UL'- Crq I Ryh ,�•C' Mr ^r .v I ENGINEERING LICENSE: Red Star Technology" uses pure lead plates to deliver OrnwI , exceptionally long float life even at elevated temperatures. NFPA HAZARD RATING FLAMMABILITY(RED)=0 Pl1rP!BCI d[ 11 V5fllcl�r r 4♦F'1NIUr i IC}fl�li[r0,JIIP Ior #L yCEf�{581�iIO 0L 2.r7`°�i(77 F) HEALTH(BLUE)=3 C84392 to lll'1'I uppllDutrDRgi El ut ulevHWd tarrIDUrEDIxuu ■HI h Mn i I Ph n nn f 7 , �IiY�A n,.i.-n� .��•^' All Nnr+ „ ,-.,�- r fY '�1t1Y lyf?I1al YIP IM ITh IFPCI�AC17C• c + y'n. REACTIVITY(YELLOW)=2 * EXP.W30/23 ,nnIIr."J's dw,gr•1'a X01 r I {'•tx'+ Ir f F Id�4EIkn3iA a.eu• �s Turc .fa 4111 F IF{ RIA'dYi F, ■EIJI''f:.Il CIAI W Iifu d4rg*grI LLmvj IJIY Vol 41PAI aLnra za T,purdtrlr4,n;: qjj,L,;,UHr-y ''�^• [:Nk 91 tr u r i hr�h I av,. , SULFURIC ACID IS WATER-REACTIVE IF f,ORlpne6B{W18�alrld zl fir n7I 0111n nllrIRliti Fvt114 l.•w�a :1�tlJIM Lk, CONCENTRATED ' i Fll ..'II,IiT(rl�.ni;:rry -1111.i1'�'IeO@s1,j Eut1,tJ,nl'i'iir:Jlq 5,H lk{l plijiXIII:I�AWrI� f+7arU Ln' tyl�et'aJta l�L'JLI. -Flame rstartE,%ILL&l V01 l LO of ut lash%LIU% .1, .. I #Int.y�rAl hlenr111!N RERI!1-n-.iI I.—:-"I Ill ■SI°.r r n�rfanhinnp rel ul I1115tal In drill rl,n 1• DRAWING NOTICE: All r.:a.anti+HlPrnLn:H, ,. ..,Illy ■.9; x-I.a on-lid:w,l .. , tA.lf4l,Hasa Y THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF ■ArNrlrlcn,!.'I$Logi 6Ly11in�1_ _ I Ir nlVklrrl u _ I'.�l u.' I 'J'.11d�II)4rc Sl�41) JACOBS TELECOMMUNICATIONS,INCANDMAYNOTBE REPRODUCED, DISSEMINATED OR REDISTRI BUFFED WITH OUR THE EXPRESS WRITTEN I mbirm U(AbI'riQd12tl I•Ivrr IAIM INH I II Em CMrTr Ili lol CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. P,Uyl r1,p.MR,A ll VIA,krmunl P/Al -FAA Nw Pm 11„R Ill Alft,i l=.crtc .. ,.,.r .:...,.r. .1..... I,el,'nco.. Ir.,..,. .,.,P„” REVISIONS: .u1lll . a Al” ...r t,,Ty r.� „i.h 1.-2i' �.a+�4��I1 ,..�r.t.,,rv.. n �r,: *""''�""'"•'�"'""�' :"�'•"'' '-"'"'-'`'�="- DESCRIPTION DATE BY REV 90%CDs 08/16/21 FLP 0 .,LA 90%CDs 09/28/21 FLP 1 Visit aur website to find out more www,northstarbattery.com a. :. a"rHy m' 90%CDs 10/01/21 FLP 2 90%CDs(E SHTS) 11/16/21 FLP 3 90%CDs ADD M 12/06/21 NS 4 -' 90%CDs(E-SHEET) 12/15/21 MW1 5 100%CDs 02/22/22 MW 6 a�IQr t7ht,�r www.northstarbattery.carr► /Vartht0r' DRAWN BY: FLP CHECKED BY: SO APPROVED BY: SO NOTES: JACOBS PROJECT NO 1 EUCC0303 1. ALL(E)T-MOBILE BATTERIES WILL BE REMOVED AND REPLACED WITH(N)T-MOBILE BATTERIES. 2.THE TOTALITY OF(N)T-MOBILE BATTERIES FOR THIS SITE WILL BE INSTALLED INSIDE(N)T-MOBILE B160 BATTERY CABINET. r SITE NAME: C M 002 BOLERO 3.FOR THIS SITE,T-MOBILE WILL BE INSTALLING(3)STRINGS OF(4)BATTERY CELLS EACH,FORA TOTAL OF(12)BATTERY CELLS,ALL INSTALLED INSIDE THE(N)T-MOBILE B160 BATTERY CABINET. I 4.FOR THIS SITE,T-MOBILE WILL BE USING NORTHSTAR NSB 19OFTRED BATTERY CELL,USING PURE LEAD AGM TECHNOLOGY.SPECIFICATIONS CAN BE FOUND ON THIS SHEET. SITE BU NUMBER: 5.FOR THIS SITE,BASED ON THE MANUFACTURER SPEC SHEET PROVIDED ON THIS SHEET,NOMINAL VOLTAGE IS 12V,AND MAX.AMPERAGE-HOUR IS 192Ah.THEREFORE,FOR(1)IN)BATTERY CELL,THE MAX.kWh IS 12X19211000=2.31 kWh PER CFC 2019 823202 TABLE 1206.2 FOOTNOTE A. 6.FOR THIS SITE,BASED ON PREVIOUS CALCULATIONS,THE TOTAL MAX.CAPACITY FOR THE(12)(N)BATTERY CELLS IS 12X2.31=27.72 kWh. SITE ADDRESS .I . 7.WITH A MAX.TOTAL OF 27.72 kWh FOR THE(12)(N)BATTERY CELLS,THIS SITE IS THEREFORE BELOW THE BATTERY STORAGE SYSTEM THRESHOLD OF 70 kWh FOR LEAD ACID BATTERIES,PER CFC 2019 TABLE 1206.2. 1 445.I 1 MYFORD ROAD TUSTIN, CA 92780 SHEET DESCRIPTION: LEAD BATTERY SPECIFICATIONS SHEET NUMBER: D-3 I(N) LEAD BATTERY SPECIFICATIONS PLANS PREPARED FOR: FUJITSU DUAL BAND FUJITSU TRIPLE BAND SABRE DOUBLE Z-BRACKET CROWN TA08025-B604 TA08025-B605 C10123155 cc CASTLE DIMENSIONS (HxWxD) 14.9"x15.7"x7.8" DIMENSIONS (HxWxD) 14.9"x15.7"x9" DIMENSIONS (HxWxD) (1 BRACKET) 5"x20"xi-13/16" 1 CCTMO LLC"CROWN CASTLE' WEIGHT 63.9 Ibs WEIGHT 74.95 Ibs WEIGHT(FULL ASSEMBLY) 35.79 Ibs PLANS PREPARED BY: CONNECTOR TWE 4.3-10 RF CONNECTOR TYPE 4.3-10 RF PACKAGE QUANTITY 4 CONNECTOR CONNECTOR ® ®O POWER SUPPLY DC -58--36V PLAN POWER SUPPLY DC -58--36V PLAN •®O ®® ®®®®® pacO S. # I DESCRIPTION ®® ®® ®® 1 1 PLATE, CHANNEL BRACKET ®®®® ®® ®®• Challenging today. 2 1 RRH Z BRACKET, 3 16 3 THREADED ROD ASSEMBLY 1 2x12 ®®® Reinventing tomorrow. ® Jacobs Telecommunications,Inc. O 0 0 0 O 0 0 0 0 0 0 ®p® 2600 Michelson Drive,Suite 500 Irvine,CA 92612 949-224-7500 00000000000000 ® O CARRIER: BACK 51PE FRONT BACK SIDE FRONT OTE: T • •Mobile - DISH WIRELESS LL.C. rPPROVED EQUIVALENT • REMOTE RADIO HEAD DETAIL (RRH) 1 REMOTE RADIO HEAD DETAIL (RRH) 2 RRH MOUNT DETAIL 3 d sh- ENGINEERING LICENSE: RAYCAP RDIDC-9181-PF-48 JMA DC SURGE PROTECTION (OVP) MX08FR0665-21 DIMENSIONS (HxWxD) 18.98"x14.39"x8.15" DIMENSIONS (HxWxD) 72"x20.0"x8.0" � WEIGHT 21.82 LBS RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE PLAN PLAN WEIGHT 64.5 Ibs C84392 * EXP.09/30/23 WEIGHT WITH BRACKETS 82.5 Ibs o ��^ 0 DRAWING NOTICE: THESE DOCUM ENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACO BS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. ED REVISIONS: O o DESCRIPTION DATE BY REV 90% 08/16/21 FLP 0 90%CDs 09/28/21 FLP 1 90%CDs 10/01/21 FLP 2 90%CDs(E SHTS) 11/16/21 FLP 3 amBAGK FB4d1 SIDE 90%CDs(ADD MW) 12/06/21 NS 4 SURGE SUPPRESSION DETAIL (OVP) 4 ANTENNA DETAIL 5 NOT USED 6 900/CDsE-SHEET) 02/22/22 MW 6 COMMSCOPE OR DISH WIRELESS L.L.C. MC—K6MHDX-9-96 DRAWN BY: FLP JMA ANTENNA MOUNT BRACKET COMMSCOPE XP-2040 APPROVED EQUIVALENT FACE BY: SO #91900318 CROSSOVER PLATE FACE WIDTH 7'-0" APPROVED BY: SO JACOBS PROJECT NO 1 EUCC0303 TOTAL WEIGHT (WITH BRACKETS) 18 Ibs (8.18 Kg) DIMENSIONS (HxW) 10"x12" WEIGHT 1203.31 Ibs 7'-0"� ANTENNA PLATFORM(NOT NOTE: 15"TO 50" O.D. SITE NAME: POLE DIAMETER RANGE 2.5"TO 4.5" �o WEIGHT 11 LBS INCLUDED) r CM002 BOLERO �• ANTENNA PIPE MOUNT (NOT INCLUDED) SITE BU NUMBER: KIT 91900318: TOP AND BOTTOM BRACKETS $23202 FOR 4-,6-, AND 8-FOOT ANTENNAS v ANTENNA BRACKET NOT PART OF KIT SITE ADDRESS: 14451 MYFORD ROAD TUSTIN, CA 92780 PLAN cinc m % - 0 0 PLATE PLATE Y H il Iff M 'o o• SHEET DESCRIPTION: I ::��CROSSOVER PLATE � DETAILS AND SPECS ! ' OPTION OF EITHER TE: SQUARE OR CIRCULAR SHEET NUMBER: NO �, OR DISH WIRELESS L.L.C. U-BOLT APPROVED EQUIVALENT U--BBOt�LT u-BOLT -4 ANTENNA BRACKET DETAIL 7 RRH/OVP MOUNT DETAIL 8 T-ARM MOUNT DETAIL 9 PLANS PREPARED FOR: PCTEL GPSGL—TMG—SPI-40NCB 1.75"0 CROWN 1.60"0 UM OF 75% OR DIMENSIONS (DIAXH) MM/INCH 81084mm O 271V IN ANY DIRECTION 3.2"X7,25" cc CASTLE WEIGHT W/ACCESSORIES 075 Ibs GPS CCTMO LLC"CROWN CASTLE" CONNECTOR N-FEMALE TOP 2j6 PLANS PREPARED BY: FREQUENCY RANGE 1590 t 30MHz e�O p�M/N e�o4nM/N Jacobs. "'�OjGs RqO/GS CUI2PSM6P4XXX CUI2PSM9P6XXX GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) Challenging today. BE BELOW 10' Reinventing tomorrow. 1.41"4 Jacobs Telecommunications,Inc. 0 0 2600 Michelson Drive,Suite 500 O O 4 Irvine,CA 92612 O949-224-7500 a ??' O 00 %N CARRIER: 0 0 SIDECUI2PSM9P8XXX (B GS T • •Mobile - AWG CONDUCTORS) CABLES UNLIMITED HYBRID CABLE MINIMUM GPS DETAIL 1 GPS MINIMUM SKY VIEW REQUIREMENTS 2 BEND RADIUSES 3 dish- ENGINEERING LICENSE: GPS ANTENNA C84392 1.0 M MOUNTING PPE * EXP.09/30/23 __"-_9IXTS PRODDED W/AQA M AB-SW ME_M-PIPE ADAPTER DRAWING NOTICE: BY MTS THESEDOCUM ENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACO BS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN >_ CONSENT FROM 1AC085 TELECOMMUNICATIONS,INC. REVISIONS: YOMNG PPE DESCRIPTION DATE BY REV 90%CDs 08/16/21 FLP 0 90%CDs 09/28/21 FLP 1 90%CDs 10/01/21 FLP 2 90%CDs(E SHTS) 11/16/21 FLP 3 90%CDs(ADD MW) 12/06/21 NS 4 GPA ANTENNA MOUNT DETAIL 4 NOT USED 5 NOT USED 6 900/CDsE-SHEET) 02/22/22 MW 6 DRAWN BY: FLP CHECKED BY: SO APPROVED BY: SO JACOBS PROJECT NO 1 EUCC0303 r ME SITE NA : I CM002 BOLERO r SITE BU NUMBER: I 823202 SITE ADDRESS: 14451 MYFORD ROAD TUSTIN, CA 92780 SHEET DESCRIPTION: DETAILS AND SPECS SHEET NUMBER: D-5 NOT USED 7 NOT USED 8 NOT USED 9 PLANS PREPARED FOR: 7'-0" NOTES EQUIPMENT LEASE AREA/ CONCRETE SLAB CROWN 21'-5" S-3" 135'-5" 8'�0" v CASTLE 1. EQUIPMENT CABINET OMITTED FOR CLARITY I 00 2. DETAIL IS FOR H-FRAME EQUIPMENT ELEVATION PURPOSES. CCTMO ULC"CROWN CASTLE EXACT CONDUIT QUANTITIES MAY VARY. REFER TO UNE DIAGRAMS FOR EXACT QUANTITY. PLANS PREPARED BY: PROPOSED DISH WIRELESS LLC. GENERATOR PLUG PROPOSED DISH WIRELESS Jacobs. g PROPOSED DISH L.L.C. EQUIPMENT H-FRAME e I II I I N I WIRELESS LLC. RIGID METAL PROPOSED DISH WIRELESS LLC. GPS.UNIT PROPOSED w GPS UNIT CONDUIT �� --- - Challenging today. DISH WIRELESS r--- ---------- METER WILL BE LOCATED AT _ PROPOSED DISH WIRELESS T.L.C. POWER PROTECTIVE CABINET \ LLC Z __ -________ DUAL PEDESTAL NEAR ROW. Reinventing tomorrow. 2 __ _ II EQUIPMENT I I I L� PER SHEET E-2 r - Jacobs Telecommunications,Inc. e — — — — — — — e o E B 2600 Michelson Drive,Suite 500 D$ PROPOSED DISH WIRELESS LLC. H-FRAME \ II D 7 I I N „� I Irvine,CA 92612 _ I 949-224-7500 e PROPOSED DISH WIRELESS L.L.C. SAFETY SWITCH (IF \ ° \ d z CARRIER: REQUIRED) \ LLJ PROPOSED DISH ih o d WIRELESS LL.C.H T Mobile g PROPOSED DISH WIRELESS T.L.C. TELCO FIBER ENCLOSURE ° � � 1 � POWER _ _ _ _ _ e (BELOW) \ d PROTECTIVE ° Q CABINET 5 PROPOSED DISH WIRELESS L.L.C. FIBER NLD, IF A. I D-7 REQUIRED — — — °' ° ° PROPOSED d * sh DISH WIRELESS LL.C. FUSIBLE ISAFETY SWITCH N I (IF REQUIRED) YYIr21E5S. CONCRETE SLAB EQUIPMENT PLAN I ENGINEERING LICENSE I s" � [FNISHED 0PROPOSED WITH DIAMETER, HILTI KWIK BOLT 3 I ANCHOR WITH 3-1/2" NOMINAL EMBEDMENT � � .� � °' - 8"CMU WALL f'm=1500 PSI (ICC ESR-1917). TO BE INSTALLED A MINIMUM .d ° Q. �° PROPOSED CONCRETE OF (1) IN EACH CORNER OF THE CABINET. SEE EQUIPMENT SLAB C84392 ALL CELLS SOLID GROUPED MANUFACTURER'S EQUIPMENT INSTALLATION ° a. ° GROUND SPECIAL INSPECTION REO'D MANUAL FOR ANCHOR LOCATIONS. IT IS r7 BUS BAR dd. * EXP.09/30123 EQ EQ ASSUMED THAT CABINET ANCHOR LOCATIONS PROPOSED OUTDOOR PVC CONDUIT (BUS ° p4 0 24"O.G HORIZONTAL HAVE BEEN DESIGNED/REINFORCED BY THE CABINET OR PLINTH aa'..G < SEE NOTE 2 Aw� MANUFACTURER TO WITHSTAND SHEAR AND PROPOSED 1/2"0 UPLIFT FORCES AS CALCULATED IN THIS DESIGN. HEX HEAD BOLTS WITH 01s"D.C.VERTICAL ado PROPOSED SHIM FRONT ELEVATION OR IFSAS R QU RED NECESSARY Z a DRAWING NOTICE: g Z '�°'• THESE DOCUMENTSARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF •'t JACO BS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, CID O DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN I CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. W '<, r °•-+.. PROPOSED DISH WIRELESS REVISIONS: v '°':, T.L.C. GPS UNIT Z • DESCRIPTION DATE BY REV o �a 0 90°/o CDs 08/16/21 FLP 0 90%COMPACTED SOIL �� o •<. "<.' .. ..°:. ° [ 90%CDs 09/28/21 FLP 1 3'-Q„ DOWELS TO MATCH PROPOSED DISH 90%CDs 10/01/21 FLP 2 /4 012"O.C.EA WAYS VERT.WALL REINF. o WIRELESS T.L.C. 90%CDs(E SHTS) 11/16/21 FLP 3 I FIBER HID, IF 0 0 90%CDs ADD M 12/06/21 NS 4 3-p4 CONT. REQUIRED0 909/(CDs(E-SHEET) 12/15/21 MW 5 CDs 02/22/22!!t6 CONCRETE SLAB WITH FOOTERS DETAIL 2 TYP.EQUIPMENTS TO CONCRETE SLAB ANCHORAGE 3 6 ®® I ®®® PROPOSED DISH WIRELESS ®®® T.L.C. EQUIPMENT H-FRAME I NOTE: M • • • • DRAWN BY: FLP COMMSCOPE MTC4045HFLD OR DISH WIRELESS LL.C. CHECKED BY: SO H—FRAME APPROVED EQUIVALENT H—FRAME io O O APPROVED BY: SO JACOBS PROJECT NO 1 EUCC0303 UNISTRUT/SUPPORT RAILS QTY 5 4'-3" UNISTRUT/SUPPORT RAIL 5 [ O SITE NAME: WEIGHT 59.74 Ibs 3'-7- ICD PROPOSED DISH CM002 BOLERO _ REFERENCE SITE PLAN 1 WIRELESS L.L.C. PIPE CAP -' Q TELCO FIBER ENCLOSURE r SITE BU NUMBER: E T I [> Y ® 823202 WELDMENT PIPE < FRAME PIPE SITE ADDRESS GA E : P� - T GALVANIZED FINISHED. ' <° ° ". '° GRADE 14451 MYFORD ROAD H-FRAME PIPE TO BE ° SECURED TO CONCRETE E < TUSTIN, CA 92780 SUPPORT RAIL SLAB WITH 1/2"x5" a, a ..° `o CONCRETE THREADED ° d'a ANCHOR, NUT &WASHER E PROPOSED CONCRETE SHEET DESCRIPTION: EQUIPMENT SLAB GALV. U-BOLTS— [ - 7 DETAILS AND SPECS PVC CONDUIT (TYP). SEE NOTE 2 BASE PLATE CONCRETE RETE / BACK ELEVATION SHEET NUMBER: H-FRAME DETAIL 4 H-FRAME CONCRETE SLAB INSTALLATION DETAIL 5 H-FRAME EQUIP. ELEV ,r�-o ,• r 3• 4• s• D-6 6 PLANS PREPARED FOR: CHARLES INDUSTRY HVAC RAYCAP PPC SQUARE D FUSIBLE SAFETY SWITCH CUBE—PM639151N4 I I \ RDIAC-2465—P-240—MTS D224NRB CROWN DIMENSIONS (HxWxD): 74"x32"x32" \ ENCLOSURE DIMENSIONS (HxWxD): 39"x22.655"02.593 ENCLOSURE DIM (HxWxD) 29.25"x19.00"x8.50" CC CASTLE POWER PLANT: —48VDC ABB/60OW I I \ WEIGHT: 80 Ibs ENCLOSURE TYPE NEMA 3R RAINPROOF CCTMO LLC"CROWN CASTLE" TOTAL WEIGHT(EMPTY) 383 LBS OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G TOP 781E UL LISTED RLE E-2875 PLANS PREPARED BY: PLAN 0 0 0 0004 El e ft n Jacobs. ® ® Challenging today. ® Reinventing tomorrow. �O Jacobs Telecommunications,Inc. 2600 Michelson Drive,Suite 500 Irvine,CA 92612 00 00 949-224-7500 L0000 00 O O ® ® ® LA I ® CARRIER: 22L mow BACK am FRONT SIDE MO T • •Mobile CABINET DETAIL 1 POWER PROTECTION CABINET(PPC DETAIL) 2 FUSIBLE SAFETY SWITCH DETAIL 3 dish wirer. ENGINEERING LICENSE: ZAYO 5RU (LEFT SWING DOOR) CHARLES CFIT-PF2020DSH1 FIBER NID ENCLOSURE OO OO FIBER TELCO ENCLOSURE DIMENSIONS (HxWxD) 36.1"x29"x12.9" 0 @ ENCLOSURE DIMS (HxWxD) 20"x2O"x9" v° WEIGHT 85 Ibs O @ @ ENCLOSURE WEIGHT 20 Ibs BOTTOM MOUNTING WALL C84392 * EXP.09/30123 COMPLIANCE TYPE 4 ®®®®®® FROM f'.IV1�• F0_0_0-1 0 0 ° ® DRAWING NOTICE: THESE DOCUM ENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACO BS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN ®®® CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. Qp Qp REVISIONS: 0 0 ®®® ® DESCRIPTION DATE BY REV 00 ° 90%CDs 08/16/21 FLP 0 0 0 0 0 90%CDs 09/28/21 FLP 1 0 0 0 90%CDs 10/01/21 FLP 2 BACK SIDE FRONT 90%CDs(E SHTS) 11/16/21 FLP 3 SIDE FRONT 90%CDs(ADD M" 12/06/21 NS 4 NOT USED 4 FIBER NID ENCLOSURE DETAIL 5 FIBER TELCO ENCLOSURE DETAIL 6 105/DDsE-SHEET) 02/22/22 MW 6 MOUNTING NON—PENETRATING CHARLES INDUSTRY COMMSCOPE RT—CB4D COVER KITLT-97-002422 PLINTH KITDRAWN BY FLP INCLUDED RTCB4D.01 CHANNEL (1) PRODUCTS: CHECKED BY: SO DIMENSIONS (HxWxL) 7"x 11.25"x 96" MT—F1598 SLEEPERS (3) DIMENSIONS (HxWxD): 6"x 32"x 32" APPROVED BY: SO JAC WEIGHT/VOLUME 85.98 LBSITE S RTCUH HARDWARE NOTE: GASKET AND MOUNTING HARDWARE INCLUDED I I E N PROJECT NO: EUCC0303 I I r NAME: CABLE RUN (QTY) 4 RTHC.01 HOLD—DOWN CLAMPS (6) II I CM002 BOLERO I PROPOSED HYBRID CABLE SITE BU NUMBER: + + I (STING ENTRY PORT r 823202 SITE ADDRESS: Li Li ELAb! PROPOSED 14451 MYFORD ROAD F SIDE CABLE TRAY TUSTIN, CA 92780 PROPOSED EXISTING HYBRID CABLE MONOPOLE SHEET DESCRIPTION: ENP 1+� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + EH , DETAILS AND SPECS + + + + + + + + + + + + + + + + + + + FRONT/BACK cinc NOTE: OR DISH WIRELESS L.L.C. PLAN SHEET NUMBER: APPROVED EQUW&ENT - D-7 CABLE TRAY DETAIL 7 PLINTH DETAIL 8 HYBRID CABLE RUN 9 PLANS PREPARED FOR0 : CROWN v CASTLE CCTMO LLC"CROWN CASTLE" GRAVEL LAYER THROUGHOUT PROVIDE UTILITY WARNING TAPE FENCED COMPOUND 6" BELOW GRADE AT S-0" PLANS PREPARED BY: SPACING TOP OF GRAVEL ON . NATURAL GRADE Challenging today. COMPACTED BACKFILL CONDUIT ENDCAP Reinventing tomorrow. TELCO CONDUIT z cO Jacobs Telecommunications,Inc. z FINISHED GRADE OR SLAB SAND FILL OR APPROVED 2600 Michelson Drive,Suite 500 EQUIVALENT Irvine,CA 92612 N 949-224-7500 POWER CONDUIT CARRIER: N TOP OF CONDUIT T 1 Mobile rk y PVC CONDUIT RIGID STEEL (SIZE AS SHOWN CONDUIT ON DRAWINGS) ..d.* sh wirer. 6"f ENGINEERING LICENSE: RIGID STEEL TO 6"f PVC ADAPTER C84392 * EXP.09/30123 TRENCH DETAIL FOR 2 BURIED CONDUITS 1 CONDUIT STUB-UP DETAIL 2 NOT USE DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACO BS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN SEANDAD 001111HIN11TION LOCK SPEY:0 ApCM ONES CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. ALL LOCK SHALL BE IIARIE CMDF BRASS LOOK WIN SfiMIFSS SIM S =SOLD BRASS BODY MICIES M101H&CORROSION MANCE REVISIONS: WAG RESIST HAICKSAN.Bad CUTLERS.a�osNE HANDHOLE DETAIL DESCRIPTION DATE BY REV ALL LOCKS SH(W BE A PROOMINAB E OOIEN7101111 LOCK THAT B SI ICK RIICESSED LOCK DOWN 90%CDs 08/16/21 FLP 0 DURABLE t HIGHLY WDOIER-RESISfMR. FORK LATCH O 90%CDs 09/28/21 FLP 1 WON LACKING TiPIr DOM W/ 90%CDs 10/01/21 FLP 2 CRDWN CAsnr APPRdIED 11002rS CAPABIIIY UFT SLOT NON gm SURFACE TABLE DRT BACKFILL 3'-0" 90%CDs(E SHTS) 11/16/21 FLP 3 SATE 1 S od POST GIP ABUS 1W/HB 50-&i, WITH Z J•MARIE GRADE WIN 4 DIALS ppE RAIL pp } 90%CDs ADD M 12/06/21 NS 4 ABUS LNG COMBINATION 1'MARIE DACE WON 4 DWS WELDED FRAME RAL 1 _ I 90%CDs(E-SHEET) 12/15/21 MW 5 9 GA 7E-WIRE OA(ALV P-P6/E6 CUSIOIER MI 100%CDs 02/22/22 MW 6 HALF RAL MP ODTI q E ANOFWLE N ----_ DRAWN BY: FLP BRACE CHECKED BY: SO APPROVED BY: SO SLEEP SRAL POST BAND TERMINAL BLOCK P� JACOBS PROJECT NO: EUCC0303 CWpg O 14'os. r SITE NAME: PND / 0 I CM002 BOLERO CON LINEDRAW GRACE H SITE Bu NUMBER. AlL1IN®slm TEs 61Y SPACING SUIVIB E DRP 3/4'f TRUSS ROD SITE ADDRESS: WITH TURNBUCKLE 14451 MYFORD ROAD FlN. GRADE SPINE 14451 CA 92780 I I a 9 GA GAIL-LNC FABRIC I I I I . I I a SWING SLAT CATCH Z I la MESH a o d I SIZE)-WITHh® I Ie f SHEET DESCRIPTION 7 IL BOTTOM TOM WIE TENSION : WRE(9 CA OR I I d I d I II I IRAL ON FrG.e� i i i i i i DETAILS AND SPECS CONCREMHANDHOLE U SLOPE TOP TO DRAIN U U LJ ISOMETRIC VIEW SHEET NUMBER: 44 Mi N. D—V TYPICAL GATE & FENCED DETAILS 4 HANDHOLE DETAILS 5 PLANS PREPARED FOR: CROWN CASTLE ELECTRICAL NOTES: BONDING & GROUNDING. CCTMOLLC "CROWN CASTLE" 1 . THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION ACCEPTABLE BY THE 21 . COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1 ) YEAR AFTER DATE JOB ACCEPTANCE 1 ) #6 AWG SOLID COPPER INSULATED GROUND WIRE (24" COILED IN TELCO JURISDICTION OF THE CALIFORNIA ELECTRICAL CODE, STATE FIRE MARSHALL REGULATIONS, AND ALL OTHER STATE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE SERVICE BOX) WITH BONDING CLAMPS IN PLACE. THE TELEPHONE GROUND MUST PLANS PREPARED BY: AND LOCAL CODES, LAWS, AND ORDINANCES HAVING JURISDICTION ALBEIT NOT SHOWN ON DRAWINGS OR SHOWN CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION. BE BONDED TO THE POWER GROUND. THE TELEPHONE SERVICE CABINET MUST BE OTHERWISE. BONDED TO THE TELEPHONE GROUND. 22. AT COMPLETION OF THE JOB, THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE OWNER WITH SPARE PARTS, 2. THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTION REQUIREMENTS. ALL THE EQUIPMENT MANUALS, SPARE PARTS LIST AS RECOMMENDED BY THE MANUFACTURER, EQUIPMENT REPRESENTATIVE ADDRESS AND PHONE NUMBER. UPON COMPLETION OF WORK, THE ELECTRICAL CONTRACTOR jacobs .3. ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY EXISTING CONDITIONS BEFORE BIDDING AND SHALL SHALL FURNISH TO THE OWNER A COMPLETE SET OF "AS-BUILT" DRAWINGS THAT INDICATE ALL CHANGES, INCLUDE IN HIS BID THE NECESSARY COSTS TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH INTENT OF ADDITIONS AND/OR DELETIONS TO THE CONSTRUCTION DOCUMENTS. ELECTRICAL CONTRACTOR SHALL PROVIDE GROUNDING NOTES : THE ELECTRICAL DRAWINGS, SPECIFICATIONS, SERVING UTILITY COMPANY'S REQUIREMENTS AND ALL APPLICABLE ACCURATE DIRECTORIES IN PANELBOARD FRONTS AT COMPLETION OF BUILD-OUT. PANELBOARD DIRECTORIES Challenging today. CODES. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO SHALL INCLUDE THE EQUIPMENT SERVED AND WATTAGE. 1 . CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS Reinventing tomorrow. BE PERFORMED UNDER THIS CONTRACT BEFORE SUBMITTING BID. CONTRACTOR SHALL VERIFY EXISTING SITE SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. CONDITIONS, POWER AND TELEPHONE SERVICE REQUIREMENTS WITH UTILITY SERVICE PLANNER AND THE EXACT 23. REFER TO VERIZON WIRELESS STANDARD SPECIFICATIONS AS PART OF THIS CONSTRUCTION DOCUMENT. ANY SERVING UTILITY POINTS OF CONNECTION AND PROVIDE ALL SERVICE RELATED EQUIPMENT AND INSTALLATION IN CONFLICT BETWEEN THESE DRAWINGS, VERIZON WIRELESS STANDARD SPECIFICATIONS & APPLICABLE CODES, 2. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING BID. UTILITY SERVICE REQUIREMENTS SHOWN ON THE DRAWINGS ARE BASED ON PRELIMINARY SITE VISIT AND THE MORE STRINGENT REQUIREMENTS SHALL PREVAIL. AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF Jacobs Telecommunications, Inc. INFORMATION AVAILABLE AT THIS TIME OF VISIT AND ARE NOT GUARANTEED BY ENGINEER OR SERVING UTILITY CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 2600 Michelson Drive, Suite 500 COMPANY. REFER TO ARCHITECTURAL DRAWINGS AND VISIT SITE PRIOR TO BID TO REVIEW EXISTING 24. ALL WORK TO BE EXECUTED IN WORKMANLIKE MANNER AND SHALL PRESENT A NEAT MECHANICAL TOPOGRAPHY MAPS, LANDSCAPING AND CONSTRUCTION TO BECOME FAMILIAR WITH SLOPE CONDITIONS AND APPEARANCE WHEN COMPLETED. Irvine, CA 92612 EXISTING CONSTRUCTION AND LANDSCAPING. SAWCUT EXISTING SURFACE WHERE REQUIRED FOR CONDUIT AND 3. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE 949-224-7500 STRUCTURE INSTALLATION AND PATCH TO MATCH EXISTING. REPAIR OR REPLACE ALL SOD, LANDSCAPING, 25. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING RELATED TO FORMED USING HIGH PRESS CRIMPS. SPRINKLER SYSTEMS, CONDUITS AND WIRING, PIPING ETC. ALTERED BY THE ELECTRICAL WORK TO MATCH ELECTRICAL WORK, UNLESS NOTED OTHERWISE AND COORDINATED WITH THE GENERAL CONTRACTOR. 4. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE CARRIER: EXISTING AND TO MAKE SYSTEMS OPERABLE. 26. ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL 4. THE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF NECA MANUAL OF GOOD WORKMANSHIP" ANY DIRECTION USING THE FOLLOWING CRITERIA: CONNECTION.(STANDARD OF INSTALLATION). T � � 0b * lc1 FIXED EQUIPMENT ON GRADE 33� OF OPERATING WEIGHT 5. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE (E) FACILITY GROUNDING 5. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, FIXED EQUIPMENT ON STRUCTURE 30% OF OPERATING WEIGHT SYSTEM FOR STRICT COMPLIANCE WITH THE CEC (AS ADOPTED BY THE AHJ), CONSTRUCTION TOOLS, TRANSPORTATION, INCLUDING BUT NOT LIMITED TO COMPLETE ELECTRICAL SYSTEMS, EMERGENCY POWER & COMMUNICATION AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. POWER AND LIGHTING, TELEPHONE CONDUIT SYSTEM, SIGNAL SYSTEMS, PANELBOARDS S , CONTROL WIRING, EQUIPMENT ON GRADE 30% OF OPERATING WEIGHT THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO ( ) EMERGENCY POWER & COMMUNICATION THE CONTRACTOR FOR RESOLUTION. ENGINEERING LICENSE: GROUNDING, CONDUIT ONLY SYSTEMS ETC., FOR A COMPLETE AND PROPERLY OPERATING SYSTEM, ENERGIZED EQUIPMENT ON STRUCTURE 73� OF OPERATING WEIGHT THROUGHOUT AND AS INDICATED ON THE DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 6. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, AND 6. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF FOR FLEXIBILITY OF MOUNTED EQUIPMENT USE 2X THE ABOVE VALUES. AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. SIMULTANEOUS VERTICAL FORCE 1/3X HORIZONTAL FORCE. OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE CEC. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION 27. THE CONTRACTOR AGREE THAT, IN ACCORDANCE WITH GENERALLY CONSTRUCTION PRACTICES, THE 7. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO LABEL UL WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT AT ALL TIME. CONTRACTOR FURTHER EARTH TESTING (PER IEEE 1 100 AND 81 ) FOR (N) GROUND ELECTRODE IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, AND NBFU. SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL AGREES TO DEFEND, INDEMNIFY AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING DIMENSIONS AND CONDITIONS. HE SHALL REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. LESS. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT 28. PROVIDE ENGRAVED PLASTIC NAME PLATES ON ALL EQUIPMENT. 8. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT AND DISCREPANCIES. GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN 8. ALL WIRING SHALL BE IN METALLIC CONDUIT. RIGID GALVANIZED CONDUIT SHALL BE USED IN OR UNDER 29. PROVIDE ARC FLASH LABEL ON ALL NEW PANELBOARDS. INSULATION, SIZED IN ACCORDANCE WITH THE CEC, SHALL BE FURNISHED AND CONCRETE SLABS ON GRADE FIVE FEET BEFORE STUBBING UP, WHERE EXPOSED TO WEATHER, AND WHERE 30. METER PEDESTAL SHALL HAVE HOT DIPPED GALVANIZED HOUSING, COPPER BUSSING, MAIN BOLT-ON CIRCUIT INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. SUBJECT TO MECHANICAL DAMAGE. PVC SCHEDULE 40 OR 80 SHALL BE USED IN OR UNDER CONCRETE OR BREAKER, 100A OR 200A METER SOCKET WITH VIEWING WINDOW. 9. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND DRAWING NOTICE: BURIED UNDERGROUND. EMT CONDUITS SHALL BE USED INSIDE STRUCTURE OR BUILDINGDS. FLEXIBLE CONDUIT SHALL BE USED WHERE THE STRUCTURAL CONDITIONS MAKE THE USE OF RIGID CONDUIT IMPRACTICAL, BAR WITH SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 AWG OR LARGER. THESE DOCUMENTS ARE CON FIDENTIAL AND ARE THE SOLE PROPERTY OF AND FOR FINAL CONNECTIONS TO VIBRATING EQUIPMENT. USE NEOPRENE JACKETED FLEXIBLE CONDUIT AND 31 . NEW PANELBOARDS SHALL HAVE MAIN RATINGS AND BRANCH CIRCUIT BREAKER RATINGS OF SIZE AND JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, NUMBER AS SHOWN ON DRAWINGS, UL LISTED FOR USE WITH 75-DEG C. CONDUCTORS. A DIRECTORY TODISSEMINATEDORREDISTRIBUTED WITHOUT THE EXPRESS WRITTEN FITTINGS WHERE EXPOSED TO WEATHER. IDENTIFY ALL CIRCUITS SHALL BE PROVIDED. BUSSES, INCLUDING NEUTRAL AND GROUND BUS SHALL BE 10. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. 9. ALL WIRING SHALL BE CONCEALED IN FINISHED AREAS. INSTALL EXPOSED RACEWAYS PARALLEL WITH OR MINIMUM 98% CONDUCTIVITY, HARD DRAWN COPPER, SILVER OR TIN PLATED. CIRCUIT BREAKERS SHALL BE GRADE. FULL-SIZE BOLT-ON TYPE. MINIMUM INTERRUPTING CAPACITY SHALL BE 10,000 AMPS UNLESS NOTED REVISIONS: PERPENDICULAR TO THE LINES OF BUILDING. PAINT RACEWAYS TO MATCH MOUNTING SURFACE. PENETRATIONS 11 . APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE OTHERWISE. DUPLEX OR TANDEM TYPE CIRCUIT BREAKERS SHALL NOT BE USED. APPROVED OF ALL WALLS OR CEILINGS SHALL BE SEALED AND FIRE RATING MAINTAINED IN ACCORDANCE WITH UL WL1001 , MANUFACTURERS: GENERAL ELECTRICSIEMENSSQUARE DOR CUTLER-HAMMERUSED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. DESCRIPTION DATE BY REV , , , . UL WL5001 AND ALL LOCAL AND NATIONAL CODES. DO NOT PENETRATE OR RUN CONDUITS IN AND OUT OF 190% CD DWGS. 08/16/21 FLP 0 RATED CORRIDOR OR STAIRWELL ENCLOSURE FOR CIRCUITS NOT INTENDED TO SERVE THE EQUIPMENT WITHIN 32 12. ALL OUTDOOR METAL SUPPORT POSTS AND TRAY SHALL BE BONDED TO THE 90% CD DWGS. 09/28/21 FLP 1 THE ENCLOSURE. CONDUIT MUST BE RUN OUTSIDE OF RATED ENCLOSURE ENVELOPE. . DISTRIBUTION TRANSFORMERS SHALL BE DRY TYPE, UL LISTED WITH NEMA CLASS H 115-DEG C RISE BURIED GROUND ELECTRODE SYSTEM WITH A SINGLE CONDUCTOR 2 AWG SOLID INSULATION SYSTEM, KVA RATING AND VOLTAGE/PHASE CHARACTERISTICS AS SPECIFIED ON DRAWINGS. TINNED COPPER WIRE # 90% CD DWGS. 10/01/21 FLP 2 . 10. ALL WIRING SHALL BE COPPER; THWN/THHN, 600V, ALL CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: TRANSFORMERS SHALL BE EQUIPPED WITH A GROUNDED ELECTROSTATIC SHIELD, STANDARD AT NO 90% CD DWGS. 11/24/21 FLP 3 ADDITIONAL COST. APPROVED MANUFACTURERS: SAME AS PANELBOARDS. SECURE TRANSFORMER TO 13. SURFACES TO BE CONNECTED TO GROUND CONDUCTORS SHALL BE CLEANED TO 90% CD DWGS. 12/15/21 FLP 4 GROUND-GREEN WITH YELLOW STRIPE. 277/480V: PHASE A-BROWN, PHASE B-ORANGE, PHASE C-YELLOW, NEUTRAL GRAY, BUILDING STRUCTURE WITH VIBRATION ISOLATION PADS AS RECOMMENDED BY MANUFACTURER. A BRIGHT SURFACE AT ALL CONNECTIONS. 120/24OV: PHASE A-BLACK, PHASE B-RED, NEUTRAL-WHITE, GROUND-GREEN CONDUITS: 14. EXPOSED GROUNDING CONNECTIONS SHALL BE MADE WITH COMPRESSION DRAWN BY: FLP 11 . OUTLET BOXES SHALL BE CAST FERROUS METAL WITH WATER-TIGHT GASKETED CAST FERROUS COVERS, CONNECTORS WHICH ARE THEN BOLTED TO EQUIPMENT USING STAINLESS STEEL CHECKED BY: SO THREADED HUBS & STAINLESS STEEL SCREWS. USE CROUSE-HINDS OR APPLETON TYPE FS OR FD BOXES OR 1 ) PULL ROPES IN ALL DUCTS (MIN. 3/8 POLY PULL ROPE) HARDWARE. INSTALLATION TORQUE SHALL BE PER MANUFACTURES APPROVED BY: SO APPROVED EQUAL BY ENGINEER. REQUIREMENT. 2) WITHIN BUILDINGS: JACOBS PROJECT NO: EUCC0303 12. VERIFY EXACT LOCATIONS & MOUNTING HEIGHTS OF ALL OUTLETS WITH CONSTRUCTION MANAGER BEFORE 0 ELECTRICAL LB'S AND CONDULETS ARE NOT ACCEPTABLE AS PULL BOXES. 15. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC SITE NAME: ROUGH-IN. 0 NO 90 DEGREE TRANSITIONS AT OR IN PULL BOXES (UNLESS A 10" BENDING RADIUS CAN BE MAINTAINED) (CADWELD) CONNECTIONS. 13. ELECTRICAL LAYOUT DRAWINGS ARE DIAGRAMMATIC. INSTALL THE ELECTRICAL SYSTEMS WITHOUT INTERFERING WITH VERTICAULL OLXSECES TIONS OF CONDUITUST BE EASILY ACWI LSIREQUBLE IRELA POUILL BOX PEV EVANY ERY LL OFEETEAND APPROVED VE CEILING TIRESTRAINTS. 16. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPER CM002 BOLERO STRUCTURES OR OTHER SYSTEMS. MAXIMUM OF 300 FEET HORIZONTAL BETWEEN PULL-BOXES. UNLESS OTHERWISE INDICATED. • MAXIMUM OF 2-90 DEGREE BENDS BETWEEN PULL-BOXES. 14. ALL SURFACE-MOUNTED ELECTRICAL EQUIPMENT & DEVICES SHALL BE PROPERLY SECURED. PROVIDE 0 MINIMUM CONDUIT BEND RADIUS OF 10 CABLE DIAMETERS (12"). 17. GROUND RODS SHALL BE COPPER CLAD STEEL, 3/4"0 x 10 FT. LONG, STRUCTURAL SUPPORT AS NECESSARY FOR MOUNTING EQUIPMENT. • FIRE STOPPING REQUIRED WHEN OPENINGS ARE MADE IN ANY FIRE RATED BARRIER & SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE. SITE BU NUMBER: 15. CONTRACTOR SHALL LABEL THE COVER PLATE OF EACH ELECTRICAL OUTLET AND JUNCTION BOX WITH PRINTED • ALL EXTERNAL CONDUIT TERMINATIONS SHALL BE WEATHER TIGHT. 3) IN UNDERGROUND CONSTRUCTION 18. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. $23202 ADHESIVE LABEL. THE LABEL SHOULD SHOW PANEL & CIRCUIT NUMBER CONTAINED IN THE BOX. CONDUIT LENGTH MAXIMUM OF 300 FEET BETWEEN PULL BOXES. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE 16. GROUP CONDUITS TOGETHER & SUPPORT WITH UNISTRUT. CONDUIT BENDS MUST HAVE A RADIUS 10 TIMES CONDUIT SIZE. PERMITTED. 17. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT EQUIPMENT LOCATIONS. ALL EQUIPMENT & STUB-UP LOCATIONS TRENCHING: 19. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE SITE ADDRESS: SHALL BE VERIFIED WITH ENGINEER BEFORE ROUGH-IN. AVOIDED WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED. 19. MINIMUM COVERAGE OF DUCT ON PRIVATE PROPERTY - 18" UNDER CONCRETE SURFACE OR AS SPECIFIED 14451 MYFORD ROAD 18. PROVIDE SEPARATE GROUND WIRE IN ALL FLEXIBLE & PVC CONDUITS. BY PERMITTING OWNER AGENT. 20. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED TUSTIN, CA 92780 / 5 OHMS. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT 20. MINIMUM COVERAGE OF DUCT ON PRIVATE PROPERTY = 24" UNDER DIRT SURFACE OR AS SPECIFIED BY SPECIFICATION FOR FACILITY GROUNDING, USING FALL OF POTENTIAL METHOD. 19. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN THE UNIFORMITY & CONTINUITY OF THE GROUNDING SYSTEM. PERMITTING OWNER/AGENT. 21 . MINIMUM COVERAGE OR DUCT IN PUBLIC R/W = 30" BELOW GUTTER GRADE OR AS SPECIFIED BY PERMITTING 21 . BOND ALL METALLIC OBJECTS WITHIN 6FT OF MAIN GROUND WIRES WITH - #2 SHEET DESCRIPTION: 20. TEST THE ENTIRE SYSTEM TO DEMONSTRATE THAT THE ELECTRICAL COMPONENTS & SPECIAL SYSTEMS ARE AGENT. AWG TIN-PLATED COPPER GROUND CONDUCTOR. COMPLETE & FUNCTION PROPERLY INCLUDING BUT NOT LIMITED TO INSULATION & GROUNDING TESTS. MAKE 22. MINIMUM 12" SEPARATION IN JOINT TRENCH BETWEEN POWER AND TELCO. ELECTRICAL NECESSARY CORRECTIONS & LEAVE SYSTEMS READY FOR OPERATION. 23. PULL BOXES - MINIMUM 17"W X 301. 22. INSTALL THEFT DETERRENT COMPOSITE GROUNDING CABLES FOR ELECTRICAL SPECIFICATIONS 24. SPLICE BOXES WILL BE SIZED BY SERVING TELEPHONE COMPANY: DETAILS WILL BE PROVIDED BY TELEPHONE DISTRIBUTION GROUNDING LEAD WHERE COPPER THEFT MAY OCCUR. COMPANY OR INTERCONNECT ENGINEER. SHEET NUMBER: PLANS PREPARED FOR: ' Ile CROWN ' CASTLE / CCTMO LLC "CROWN CASTLE" MODULAR WETLAND UNITS / / PLANS PREPARED BY: •... , : ,. .. w,ojacobs . (E) T-MOBILE TOWER TO BE REMOVED / • / Challenging today. `.'•:�:' •.:, �,� DEMO ELECTRICAL CONNECTIONS TO (E) Reinventing tomorrow. PARKING T-MOBILE EQUIPMENT PAD TO BE RELOCATED. / �; ; :::;:• / / Jacobs Telecommunications, Inc. • :'.; . : :�� / / 2600 Michelson Drive, Suite 500 Irvine, CA 92612 ",� / : .;• •; P; ., ::, P N, 949-224-7500 23 DOCK DOORS CARRIER: Mob I \ / • .► >. k • `' / \ ♦ \ ♦ / / ENGINEERING LICENSE: ` / a TEMP POWER METER RAILWAY EASEMENT /-, / ♦ ♦ / ` POTENTIAL / / ♦ OFFICE (E) STORM DRAIN EASEMENT / ♦ / ♦ / / MODULAR WETLAND UNITS ♦ / \ / ♦ / �/J / / ♦ p � ♦ / ♦ / ,�� w co c ',i °•• r• ,• • °" / BUILDING \ DRAWING NOTICE: `.;� •►''' '" '•.' •Y / ♦ 219,827 S.F. \ / THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF �\` •" ° ' •° \ / / JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, '�\t•: �:' Q ..� ti '. , \ / DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN .'o •' ', .. \ \ / / CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. �' ♦ / REVISIONS: OVERALL CROWN , / \ '�;':' ' �r• � ' / DESCRIPTION DATE BY REV CASTLE TOWER LEASE // '`\\ A\A ''` '•° u : :' °o , : 24 DOCK DOORS \ 90% CD DWGS. 08/16/21 FLP 0 �i / '`\ \ �� :. ' : '' :' ' •' �\ / / ♦ / / 90% CD DWGS. 09/28/21 FLP 1 CROWN CASTLE 65 FT. A '\►`'... ' Y. ' /// / ♦ / p \ 90% CD DWGS. 10/01/21 FLP 2 HIGH MONO-EUCALYPTUS ' ''' • • .,,• • • .. p 90% CD DWGS. 111/24/21 1 FLP 3 EQUIPMENT COMPOUND WITH \A ''` `•.•• '►•,•'•°.`� •:'.• -•' � ♦ / ♦ / �O� —� 90% CD DWGS. 12/15/21 FLP 4 RELOCATED T-MOBILE EQUIPMENT LOCATED INSIDE. A\ �� :' . ' °':'.' ♦ / DRAWN BY: FLP / (P) 4X4 UNDERGROUND \ c . • : . ' �'. . : . / CHECKED BY: SO CONDUIT (TO BE INSTALLED BY \A , : . .• • A / ♦ / APPROVED BY: SO OTHERS) FOR POWER & TELCO \ `:� ►°. : : .,; / JACOBS PROJECT NO: EUCC0303 SITE NAME: 17"X30" PRECAST/ \ ` 'CONCRETE HANDHOLE `\\ A te `e ' ti. ♦♦♦ / CM002 BOLERO WITH H2O TRAFFIC RATED '` �'7.� ♦♦ COVER (TYP.) �► ♦♦ _ / /� / ,' `\\\ �ti► ♦ / / SITE BU NUMBER: (P) 4X4 UNDERGROUND / \ I CONDUIT (TO BE INSTALLED BY $23202 OTHERS) FOR POWER & TELCO �� ♦ SITE ADDRESS: 1+ 14451 MYFORD ROAD 4% TUSTI N, CA 92780 SHEET DESCRIPTION: (P) 4X4" UNDERGROUND N CONDUIT (TO BE INSTALLED BY �''��i�j ��!li�,,,�,� � � OTHERS) FOR POWER & TELCO \ DUAL METER PEDESTAL, ' ELECTRICAL SITE PLAN W PROVIDE CONCRETE PAD v E ' (E) SCE VAULT SHEET NUMBER: 1 - S E �2 I I ELECTRICAL SITE PLAN 1if = 501-011 1 PLANS PREPARED FOR: KEYED NOTES: SCOPE OF ELECTRICAL WORK: CROWN CASTLE 63 FT. HIGH MONO-EUCALYPTUS CROWN CROWN CASTLE TO CONSTRUCT CELLULAR COMMUNICATIONS TOWER [�—(P) IN UNMANNED EQUIPMENT COMPOUND. SCOPE OF WORK INCLUDES 0 404040 "4040411 sees CASTLE ELECTRICAL SERVICE TO PROPOSED DISTRIBUTION PANEL FOR MULTIPLE CARRIERS. SCOPE OF WORK INCLUDES POWER TO RELOCATED T—MOBILE TRANSFORMER AND PANEL TO SERVEE ( )[�]— P RELOCATED POWER PANEL MOUNTED ON COMPOUND WALL CCTMO LLC"CROWN CASTLE" RELOCATED T—MOBILE EQUIPMENT. [�]--(P) RELOCATED DISCONNECT MOUNTED ON COMPOUND WALL PLANS PREPARED BY: [�]—(P)RELOCATED TRANS FORMER [�]—(P) RELOCATED FIBER CIENA ON [�]--(P)RELOCATED GENERATOR PLUG oacobs . ELECTRICAL ABBREVIATIONS7�(P)RELOCATED EQUIPMENT CABINET WITH GPS ANTENNA Challenging today. Reinventing tomorrow. AF AMPERE FRAME OR FUSE GFI GROUND FAULT CIRCUIT �(P)PULL BOX AFF ABOVE FINISHED FLOOR INTERRUPTER AS AMPERE SWITCH GND GROUND [�]—(P)ACCESS GATES Jacobs Telecommunications, Inc. AT AMPERE TRIP MTD MOUNTED C CONDUIT (R) RELOCATED WALL COMPOUND PAINTED TO MATCH BUILDING 2600 Michelson Drive, Suite 500 [�—(P)CMU C.O. CONDUIT ONL TYP TYPICAL Irvine, CA 92612 (D) DISCONNECT AND REMOVE UNO UNLESS NOTED OTHERWISE [11 (P)CONCRETE EQUIPMENT AREA p 6 949-224-7500 (E) EXISTING TO REMAIN WP WEATHERPROOF LEGEND [12 (P)DROUGHT TOLERATE PLANTS (FOR SCREENING) CARRIER: CONDUIT [13 (P)CURB AND GUTTER (BY OTHERS) • � ■ HOMERUN TO PANEL LA, CIRCUITS #1,3,5. EACH [1�(P)GPS ANTENNA i ■ O � CONDUIT RUN CONCEALED - 3/4 UNO ; 1 - T 5 LA-1,3,5 CIRCUIT SHALL BE PROVIDED WITH DEDICATED [1�(P)T-MOBILE CABINET B160 - - - - - - - CONDUIT IN OR BELOW FLOOR SLAB OR NEUTRAL. D-2 GRADE - 1" UNO _ ENGINEERING LICENSE: #10 3/4" CONDUIT WITH QUANTITY OF CONDUCTORS AS ; [16 (P)T-MOBILE BATTERY CABINET 6160(1 ,6 CONDUIT TURNED UP � D-2 INDICATED BY HASH MARKS. NUMBER ADJACENT TO 17 (P)DISH WIRELESS EQUIPMENT 1 CONDUIT TURNED DOWN HASH MARKS INDICATES WIRE SIZE. HASH MARKS D-7 WITHOUT NUMBER INDICATES #12 CONDUCTORS. NO 18 (P)DISH TRANSFORMER CONDUIT STUB-OUT WITH CAP HASH MARKS INDICATES 2 #12 CONDUCTORS. ( ) FLEXIBLE CONDUIT (GROUND CONDUCTOR IS NOT INDICATED. INCLUDE 19 (P)DISH POWER PROTECTIVE CABINET INSULATED GREEN GROUND CONDUCTOR SIZED PER GROUND CONDUCTOR NEC 250-122 IN ALL FEEDER AND BRANCH CIRCUIT ISH CHARLES CABINET CONDUITS.) SYMBOL DESCRIPTION MOUNTING REMARKS (UNO) ` 20' WIDE FIRE LANE POWER 4 RECEPTACLE - DUPLEX (NEMA 5-20R UNO) WALL, +18"AFF, UNO NUMERAL DENOTES CIRCUIT NUMBER RECEPTACLE - GFI (NEMA 5-20R UNO) WALL, +18"AFF COUNTER TOP RECEPTACLES +6" ABOVE DRAWING NOTICE: BACKSPLASH. UNOTHESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, ®-I SPECIAL RECEPTACLE WALL, +18"AFF NEMA CONFIGURATION INDICATED ON PLANS � DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN 17 �� CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. ❑P DISCONNECT SWITCH - NON FUSED 30AMP, 3P - 12 UNO �7; REVISIONS: Z-1 DISCONNECT SWITCH - FUSED 30AMP, 3P UNO - ` 6 DESCRIPTION DATE BY REV \` F,q 90% CD DWGS. 08/16/21 FLP 0 zp COMBINATION MAGNETIC MOTOR STARTER - NUMERAL DENOTES STARTER SIZE ��Q' 71D/ ',�`` cc1 90°% CD DWGS. 09/28/21 FLP 1 WITH DISCONNECT SWITCH 5 90% CD DWGS. 10/01/21 FLP 2 /p, MANUAL MOTOR STARTER - "P"= PILOT LIGHT CQ/ O / \ 90% CD DWGS. 11/24/21 FLP 3 m eq /� ^ 3 /I 90% CD DWGS. 12/15/21 FLP 4 \ mm TRANSFORMER WALL OR FLOOR RATINGS INDICATED ON SINGLE LINE �`.�</ C / 10- 8 DRAWINGS DRAWN BY: FLP BRANCH PANELBOARD WALL, SURFACE CHECKED BY: SO 10 / APPROVED BY: SO 11 � � JACOBS PROJECT NO: 1 EUCC0303 ® MCC OR DISTRIBUTION BOARD WALL OR FLOOR /9 13 SITE NAME: 17 XXA _ , '`•�9 b,, .) CIRCUIT BREAKER - 3P UNO 18 CM002 BOLERO� � 9 0 5 A SITE BU NUMBER: MISC. `.�°� ��/ �� \ 1vii 6 JUNCTION � �� . % 823202 JUNCTION BOX SURFACE OR CEILING l 19 Q JUNCTION BOX WALL, FLUSH 14 SITE ADDRESS: GROUND 14451 MYFORD ROAD EPO SWITCH WALL, 48 AFF TUSTIN, CA 92780 (N) 2" CONDUIT (TYP.) \ ` -� GROUND BUS BAR — � N SHEET DESCRIPTION: GROUND ROD ® GROUND ROD WELLw ELECTRICAL LEGEND v E AND ENLARGED PLAN SINGLE POLE TOGGLE SWITH WALL, +48" AFF S SHEET NUMBER: ELECTRICAL ENLARGED PLAN 1/4" = 11-011 1 PLANS PREPARED FOR: CROWN TMO PANEL "T" SCHEDULE CASTLE BUS VA LOAD WIRE GND COND AMPS BUS AMPS COND GND WIRE LOAD BUS VA (E)INCOMING CCTMO LLC ''CROWN CASTLE'' A B A B A B SCE POWER SPD - - - 30 1 2 20 - - - EXT. GFCI OUTLETS 360 i PLANS PREPARED BY: - - - - 2 3 4 30 - - - SPARE - SPARE - - - 30 5 6 2 - _ _ SPARE - SPARE - - - 2 7 8 30 - - - SPARE - oacobs . (E)SERVICE - SPARE - - - 30 9 10 2 - - - SPARE - BY SCE ,� SPARE - - - 2 11 12 30 - - - SPARE - Cha«enging today. 3600 RECTIFIER - - - 60 13 14 2 - - - SPARE - PAD 3600 - - - - 2 15 16 - - - SPARE MOUNTED Reinventing tomorrow. 20 TRANSFORMER 3600 CABINET - - - 60 17 18 20 - - - SPARE BY SCE 3600 - - - - 2 19 20 - - - - SPACE - - DUAL METER PEDESTAL JdCObS Telecommunications, Inc.SPARE - - - 40 21 11 22 - - - - SPACE - 4 CO. PER SCE 400A, 48OV, 1 PH, 2600 Michelson Drive, Suite 500 REQUIREMENTS. t125AT M 3W, NEMA 3R Irvine, CA 92612 - - - 2 23 24 - - - - SPACE - 949-224-7500 SERVICE CONDUCTORS AIC RATING PER SCE 1800 AC UNIT - - - 20 25 26 - - - - SPACE - BY SCE. 125AT REQUIREMENTS 1800 - _ _ - 2 27 28 20 - - - SPARE 2 P 2 P CARRIER: - - - 20 29 30 - - - - SPACE - 3/4"C.-1 #1 /0 GND. GROUND PER SCE TOTAL KVA: BUS A9.36 BUS B 9.0 TOTAL,CONNECTED Kva: 18.36 AMPERES: BUS A 78 BUS B 75 TOTAL,CONNECTED AMPS 88 REQUIREMENTS = TO DISH EQUIPMENT 0 e RATED VOLTAGE: ■ 120/208 ■ 120/240 ❑ 277/480 1 PHASE, 3 WIRE BRANCH POLES ❑ 12 ❑ 18 ❑ 20 ❑ 24 ■ 30 ❑ 36 ❑ 42 2"C.-2#2/0,1 #6GND RATED AMPS: ❑ 100 ■ 225 ❑ 400 CABINET: ■ SURFACE ❑ FLUSH F L=750', VD=1 .6% FULL NEUTRAL BUS ■ GROUND BUS ■ HINGED DOOR FE KEYED DOOR LATCH ENCLOSURE TYPE - NEMA 3R ■ RELOCATED ENGINEERING LICENSE: BRANCH DEVICES ❑ FUSED ■ CIRCUIT BREAKER (BOLT-ON) T 200AS/125AF-3P ❑ MAIN LUGS ONLY MAIN AMPS 200 ■ BREAKER ❑ FUSED SWITCH ❑ TO BE GFI BREAKERS 480V, NEMA 3R ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT CURRENT OF 22,000 AMPS SYMMETRICAL. RELOCATED TRANSFORMER MANUFACTURER: 1 "C.-1 #2/0 GND. TO "XCC" GND. ROD. 50KVA, 480V-240/120V 1 PH, 3W, NEMA 3R 2"C-3#3/0 1 #6GND. 2"C.-3#3/0,1 #6GND DRAWING NOTICE: L=10', VD=0. 1 GENERATOR RECEPTACLE 200A, 3W, THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, 4P, WP DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. PANEL "T" 200AT K 200AT REVISIONS: 200A, 208/12OV, 1 PH, 3W (WP) 2P 2P DESCRIPTION DATE BY REV 90% CD DWGS. 08/16/21 FLP 0 90% CD DWGS. 09/28/21 FLP 1 90% CD DWGS. 10/01/21 FLP 2 90% CD DWGS. 11/24/21 FLP 3 90% CD DWGS. 12/15/21 FLP 4 1 C.-2#4,1 #10GND 1 C.-2#4,1 #10GND DRAWN BY: FLP L=10', VD=0.1 % L=10', VD=0.1 % CHECKED BY: SO APPROVED BY: SO JACOBS PROJECT NO: EUCC0303 SITE NAME: T-MOBILE CABINET T-MOBILE CM002 BOLERO RECTIFIER CABINET SITE BU NUMBER: 823202 —3/4"C- 1 #6 GND. —3/4"C- 1 #6 GND. SITE ADDRESS: 14451 MYFORD ROAD TUSTIN, CA 92780 SHEET DESCRIPTION: T-MOBILE PANEL SCHEDULE AND SINGLE LINE DIAGRAM SHEET NUMBER: E �4 PANEL SCHEDULE 2 SINGLE LINE DIAGRAM N.T.S. 1 PLANS PREPARED FOR: TO DUAL METER PROPOSED POWER PROTECTIVE CABINET CHARLES NETWORK CABINET PEDESTAL ON 1 CROWN E-4 UTILITY SERVICE ENTRANCE 120/240V, 1 PH, SERVICE RATED, 1 20/240 VAC 1 PH OVERALL UL LISTED POWER CENTER, CASTLE 2"C.-2#2/0, 1 #6GND N3R, 65K/10K AIC BACKUP CCTMO LLC "CROWN CASTLE" L=750', VD= 1 .6% (3) #3/0, #6 CU GND., GENERATOR 200A 200A MAIN BREAKER WITH 200AS/125AF-3P IN 3" SCH 80 CONDUIT. CAMLOCK INTERLOCKED GENERATOR (2) PROPOSED PLANS PREPARED BY: 48OV, NEMA 3R MAXIMUM FEEDER GEN PLUG HEED, 200A 65K AIC 0.75" EMT CONDUITS LENGTH 200'. MAXIMUM TRANSFORMER, 50KVA, VOLTAGE DROP 1 .99%. N 7 1 "C.- 1 #2/0 GND. TO S 48OV-240/ 1 20V (LENGTH: 1 ') SURGE SUPPRESSION oacobs . DEVICE 1 OOKA SAD/MOV GND. ROD. 1 PH, 3W, NEMA 3R GFCI 15A 01 02 30A PROPOSED 2 #8, 1 # 10 CU GND. Challenging today. 03 04 FOR RECTIFIER 1 Reinventing tomorrow. 2"C.-3#3/0, 1 #6GND 15A 05 06 L= 10' VD=0. 1 % PROPOSED COLD SEQUENCE SPACE 30A PROPOSED 2 #8 1 # 10 CU GND. DISCONNECT SERVICE RATED. 07 08 FOR RECTIFIER 2 Jacobs Telecommunications, Inc. SPACE 2600 Michelson Drive, Suite 500 MOUNTED TO H—FRAME 09 Irvine, CA 92612 10 PROPOSED 20OA/2P, 240V, GROUND BUS SPACE 30A PROPOSED 2 #8 1 # 10 CU GND. FOR RECTIFIER 3 949-224-7500 N3R SERVICE RATE 65KAIC (SUPPLIED WITH 11 12 PROPOSED 2-200A PANEL) SPACE 1 3 1 4 CARRIER: CLASS "JJN" SPACE 15 16 30A PROPOSED 2 #8 1 # 10 CU GND. FOR RECTIFIER 4 SPACE -6 M O1c 17 18 N SPACE SPACE #2 CU 19 201 PROPOSED M EB, MB ( ) ENGINEERING LICENSE: SPACE 21 22 SPACE 0.5" EMT CONDUIT 23 24 SPACE SPACE GROUND SPACE SPACE RING — UFER PROPOSED 2 # 12, 1 # 10 CU GND. FOR CONVENIENCE OUTLET #2 SOLID TINNED NOTES GROUND NOTE: ELECTRICAL CONTRACTOR TO ACHIEVE A LETTER FROM UTILITY COMPANY WITH BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105°C, 60OV, AND PVC INSULATED, IN THE SIZES SHOWN AVAILABLE FAULT CURRENT AND NOTIFY THE ENGINEER IF DIFFERENT THAN 65KAIC PROPOSED GROUND IN THE ONE—LINE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. PRIOR TO ORDERING THE EQUIPMENT. LABEL PANEL IN ACCORDANCE WITH NEC AS ROD PER NEC (QTY. BREAKERS REQUIRED: REQUIRED BY JURISDICTION. AS REQUIRED) (4) 30A, 2P BREAKER — SQUARE D P/N:Q0230 THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED VOLTAGE DROP CALCULATIONS AND ALL BRANCH CIRCUIT AND FEEDERS COMPLY WITH THE NEC ( 1 ) 1 5A 1 P BREAKER — SQUARE D P/N:Q01 1 5 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF (LISTED ON T- 1 ) ARTICLE 210. 19(A)( 1 ) FP N NO. 4. JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY PPC ONE-LINE DIAGRAM N.T.S. CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. THE ADJUSTMENT FACTOR OF 80% PER 2019 CEC TABLE 310. 15(13)(3)(a) FOR UL1015 REVISIONS: WIRE. DESCRIPTION DATE BY REV # 12 FOR 15A/1P BREAKER: 0.8 x 20A = 1 6.OA 190% CD DWGS. 08/16/21 FLP 0 # 10 FOR 15A-20A/2P BREAKER: 90% CD DWGS. 10/01/21 FLP 2 0.8 x 30A = 24.OA 90% CD DWGS. 09/28/21 FLP 1 #8 FOR 25A-30A/2P BREAKER: 0.8 x 40A = 32.OA 90% CD DWGS. 11/24/21 FLP 3 #6 FOR 40A/2P BREAKER: 0.8 x 55A = 44.OA 90% CD DWGS. 12/15/21 FLP 4 CONDUIT SIZING: AT 40% FILL PER CEC CHAPTER 9, TABLE 4, ARTICLE 358. PROPOSED CHARLES PANEL SCHEDULE 0.5" CONDUIT — 0. 122 SQ. IN AREA DRAWN BY: FLP 0.75" CONDUIT — 0.213 SQ. IN AREA CHECKED BY: so 2.0" CONDUIT — 1 .31 6 SQ. IN AREA VOLT AMPS (WATTS) CKT CKT VOLT AMPS (WATTS) APPROVED BY: SO 3.0" CONDUIT — 2.907 SQ. IN AREA LOAD SERVED L1 L2 TRIP # PHASE # TRIP L1 L2 LOAD SERVED JACOBS PROJECT NO: 1 EUCC0303 CABINET CONVENIENCE OUTLET CONDUCTORS ( 1 CONDUIT): USING THWN-2, CU. PPC GFCI OUTLET 180 15A 1 A 2 30A2880 ABB/GE INFINITY SITE NAME: CHARLES GFCI OUTLET 180 15A 3 B 4 2880 RECTIFIER 1 CM002 BOLERO # 10 - 0.0211 SQ. IN X 2 = 0.0422 SQ. IN -SPACE- 5 A 6 30A 2880 ABB/GE INFINITY # 10 - 0.0211 SQ. IN X 1 = 0.0211 SQ. IN <GROU N D -SPACE- 7 B 8 2880 RECTIFIER 2 -SPACE- 9 A 10 30A 2880 ABB/GE INFINITY TOTAL - 0.0633 SQ. IN -SPACE- 11 B 12 2880 RECTIFIER 3 SITE BU NUMBER: 0.5" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES, -SPACE- 13 A 14 30A 2880 ABB/GE INFINITY-SPACE- 15 B 16 2880 RECTIFIER 4 $23202 INCLUDING GROUND WIRE, AS INDICATED ABOVE. -SPACE- 17 A 18 -SPACE- RECTIFIER CONDUCTORS (2 CONDUITS): USING UL1015, CU. -SPACE- 19 B 20 -SPACE- -SPACE- 21 A 22 -SPACE- SITE ADDRESS: # 10 - 0.0266 SQ. IN X 4 = 0. 1064 SQ. IN -SPACE- 23 B 24 -SPACE- # 10 - 0.0082 SQ. IN X 1 = 0.0082 SQ. IN <BARE GROUND VOLTAGE AMPS 180 180 11520 11520 14451 MYFORD ROAD 200A MCB, 1�, 24 SPACE, 120/240V L1 L2 TUSTI N, CA 92780 TOTAL - 0. 1146 SQ. IN MB RATING: 65,000 AIC 11700 11700 VOLTAGE AMPS 0.75" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, 98 98 AMPS SHEET DESCRIPTION: INCLUDING GROUND WIRE, AS INDICATED ABOVE. 98 MAX AMPS DISH PANEL SCHEDULE PPC FEED CONDUCTORS ( 1 CONDUIT): USING THWN, CU. 123 MAX 125 AND SINGLE LINE DIAGRAM 3/0 - 0.2679 SQ. IN X 3 = 0.8037 SQ. IN #6 - 0.0507 SQ. IN X 1 = 0.0507 SQ. IN. <GROUND SHEET NUMBER: -------------------------------- TOTAL = 0.8544 SQ. IN 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES; E �401 INCLUDING GROUND WIRE, AS INDICATED ABOVE. PANEL SCHEDULE N.T.S. 2 PLANS PREPARED FOR: CROWN CASTLE CCTMO LLC "CROWN CASTLE" L 8c A CONFIGURATION PER FINAL REDS PLANS PREPARED BY: 7 SECTOR A SECTOR B SECTOR C SECTOR A SECTOR B SECTOR C oacobs . Challenging today. Reinventing tomorrow. ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA Jacobs Telecommunications, Inc. 2600 Michelson Drive, Suite 500 " 0 COAXIAL Irvine, CA 92612 CABLE- TYPICAL TYPICAL - CADWELDED I i i I i i Iii 949-224-7500 TYPICAL FOR ALL CONNECTION _ -I-a - � (1) RET CABLE TO ANTENNA MOUNTING PIPES - #2 I I SOLID TINNED COPPER CARRIER: RRUS RRUS RRUS CONDUCTOR CADWELD TO PIPE WITH COMPRESSION (2) COAXIAL CABLE WITH i i • LUG CONNECTION TOj I ADDITIONAL RRUS j I I I i i i i 'DIN' CONNECTORS TO ANTENNA M II, GROUND BAR I I MOUNTING PIPES MAY OR I i i I i i I i i ob MAY NOT BE REQUIRED j RRUS RRUS RRUS I SURGE SURGE I I SURGE TYPICAL I SUPPRESSOR iL SUPPRESSOR I I SUPPRESSOR ENGINEERING LICENSE: RRUS's, I SURGE I I I I I I RRUS TO BE LOCATED WITHIN 20 FEET OF I SUPPRESSOR's I I I j i i ANTENNAS i - #2 SOLID TINNED COPPER T r I I I I I /+1 DC PWR CABLE DC PWR CABLE CONDUCTORGROUND WITH I I iTWO HOLE ICOAXIAL CABLE ' FIBER OPTIC CABLE ' FIBER OPTIC CABLE GROUND KITS - COMPRESSION I I TYPICAL FOR ALL LLUG SECTOR GROUND SECTOR GROUND ANTENNA JUMPERSOR GROUND CONNECTION BAR _ _ J L _ BAR BAR SURGE SURGE SURGE SUPPRESSORLL _ SUPPRESSOR SUPPRESSOR jFIBER i - - i I i CAB E OPTIC i L — I DRAWING NOTICE: I I L- . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ .�. _ . _ . THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF COLLECTION GROUND BAR AT _ _ _ _ _ _ _ _ _ _ j I JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, ANTENNA LEVEL _ . . _ . . _ . . _ . . _ . . I DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN ANTENNA MOUNT 0 R PLATFORM CONSENT FROM JACOBS TELECOMMUNICATIONS,INC. LEVEL ON TOWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I F— . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . REVISIONS: TO GROUND RING ; j j DESCRIPTION DATE BY REV 90% CD DWGS. 08/16/21 FLP 0 GROUND BAR AT BASE ANTENNA MOUNT OR PLATFORM ° i LEVEL ON TOWER 90% CD DWGS. 09/28/21 FLP 1 OF TOWER - 90% CD DWGS. 10/01/21 FLP 2 I I j 90% CD DWGS. 11/24/21 FLP 3 7/8" 0 - (3) #8 AWG DC 2" 0 COAXIAL CABLE WITH 'N' 90% CD DWGS. 12/15/21 FLP 4 POWER CABLES AND (1) 12 i i I CONNECTORS TO ANTENNA PAIR FIBER CABLE DRAWN BY: FLP ALL NEW DC CABLING i GPs GPS CHECKED BY: SO RECEIVER TO BE LOW VOLTAGE RECEIVER APPROVED BY: SO j JACOBS PROJECT NO: EUCC0303 j IN LINE SURGE SUPPRESSOR 24"X24" SPOOL BOX SITE NAME: IN LINE SURGE SUPPRESSOR COAXIAL CABLE GROUND KIT CM002 BOLERO CABINET CABINET I #2 AWG #2 AWG SITE BU NUMBER: EQUIPMENT PAD I 823202 GRADE LEVEL GRADE LEVEL EXTERIOR MGB SITE ADDRESS: GENERAL NOTES 14451 MYFORD ROAD - LOW VOLTAGE FOR REFERENCE ONLY. TUSTIN, CA 92780 SHEET DESCRIPTION: GROUNDING SCHEMATIC AND RISER DIAGRAM SHEET NUMBER: E � 5 GROUNDIND SCHEMATIC 2 RADIO FREQUENCY & LOW VOLTAGE DC POWER RISER DIAGRAM 1 5 PLANS PREPARED FOR: 4 � 2 GRADE 4 CROWN 00 ° 0° ° CASTLE ° 0 0 0 00 CCTMO LLC"CROWN CASTLE'' 30 MIN. TYPE SS TYPE TA TYPE VB TYPE PH 0 0�.0 °f'0 0 EXOTHERMIC WELD �0 0 0 0 3 0 0 PLANS PREPARED BY: 10 COPPER GROUND BAR, 1/4"x 4"x 20", NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR 7 EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL oacobs . TYPE XA TYPE GT TYPE NC GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) 02 INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 -4 OR EQUAL Challenging today. Reinventing tomorrow. GROUND ROD COPPER CLAD 03 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUAL STEEL ROD MIN. 3/4"0 x 10'-0" LONG 04 WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. TYPE LJ TYPE HA TYPE VS TYPE NX1 CAT N0. A-6056 OR EQUAL Jacobs Telecommunications, Inc. 2600 Michelson Drive, Suite 500 1 . GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 05 5/8-11 X 1 " HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR EQUAL Irvine, CA 92612 45 DEGREES FROM THE VERTICAL. 4 % 949-224-7500 06 INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO TOWER/MONOPOLE TYPE PG STRUCTURE. CONNECTION TO TOWER/MONOPOLE STRUCTURE SHALL BE PER MANUFACTURERS CARRIER: TYPE GR TYPE PC TYPE RR RECOMMENDATIONS. b * lc GROUND ROD 7 CAD WELD CONNECTION 4 GROUND BAR T � ' Ol #6 AWG STRANDED Cu ENGINEERING LICENSE: QUANTITY (2) REQUIRED PRECAST REINFORCED WIRE GREEN, CONCRETE COVER WITH THWN INSULATION OR THE WORDS "GROUND BLACK MARKED AS ELECTRODE" ON COVER REQUIRED BY NEC 3/4"0 LIFTING HOLE #2 GROUND RING FINISHED GRADE GROUND BAR ON CONNECTED TO GATE -111=1 -III=1' -1 511.1 fl1r 11- ON ANTENNA TOWER POST (EXOTHERM _�I1= -'i' -I I1=111=1I -I I' BURNDY JUMPER F12" 11 lll= POsT TO GATE. (TYP. THOMPSON NO. 693 2) GROUND CONNECTOR 12" -� o VITRIFIED CLAY PIPE QO QO OO QO O Q OO 10"0 x 2'-6" LONG O 000 DRAWING NOTICE: 0 THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF JACOBS TELECOMMUNICATIONS,INC.AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN METAL GATE FENCE CONSENT FROMJACOBSTELECOMMUNICATIONS,INC. / ANGLE SHOWN TO ILLUSTRATE CONCRETE BASE BURNDY TYPE GG WELD AT THE LOWEST POINT REVISIONS: GROUND CONNECTOR ON THE BAR DESCRIPTION DATE BY REV BURNDY TYPE B COPPERCLAD #2BC GND EXOTHERMIC WELD 90% CD DWGS. 08/16/21 FLP 0 FLEXIBLE BRAID GROUND ROD GRAVEL FILL #2 AWG SOLID BARE TINNED COPPER GROUND 90% CD DWGS. 09/28/21 FLP 1 3/4 x 10'-0" CONDUCTOR. EXOTHERMIC WELD TO BURIED 90% CD DWGS. 10/01/21 FLP 2 GROUND RING & GROUND BAR 90% CD DWGS. 11/24/21 FLP 3 90% CD DWGS. 12/15/21 FLP 4 GROUNDING METAL GATE / FENCE 8 GROUND ROD WELL 5 GROUND BAR INSTALLATION 2 DRAWN BY: FLP CHECKED BY: SO ANTENNA CABLE 12" TO 24" APPROVED BY: SO JACOBS PROJECT NO: EUCC0303 0 SITE NAME: 0 WEATHERPROOFING KIT CM002 BOLERO (SEE NOTE 3) BOLT GRND. 2 BOLT PARALLEL CROSS RUN UNIVERSAL PIPE CLAMPS CABLE GROUND KIT ROD CLAMP SPLICER CLAMP 75/1 .2 SITE BU NUMBER: #6 AWG STRANDED Cu WIRE GREEN, 600V, 823202 THWN INSULATION OR BLACK, MARKED AS REQUIRED BY THE NEC (GROUNDED TO ® o GROUND BAR) (SEE NOTES 1 & 2) SITE ADDRESS: 2 HOLE L�G CAST "T" SPLICER 1 BOLT PARALLEL CONNECTION OF CABLE GROUND KIT 14451 MYFORD ROAD CLAMP NOTES : TO ANTENNA CABLE TUSTIN, CA 92780 0 1 . DO NOT INSTALL CABLE GROUND KIT AT A BEND & ALWAYS DIRECT GROUND SHEET DESCRIPTION: WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE (TYPE & PART NUMBER) AS SUPPLIED OR DETAILS (z) C> RECOMMENDED BY CABLE MANUFACTURER. "U" BOLT 1 BOLT PARALLEL UNIVERSAL PIPE CLAMPS 3. WEATHER-PROOFING SHALL BE (TYPE & PART NUMBER) AS SUPPLIED OR SHEET NUMBER: PIPE CLAMP CLAMP 50H2 RECOMMENDED BY CABLE MANUFACTURER & APPROVED BY CONTRACTOR. E � 6 MECHANICAL CONNECTION 6 CABLE GROUNDING 3 TT NT R S T NN . 0 RESOLUTION NO. 4460 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF TUSTIN, APPROVING CONDITIONAL USE PERMIT 2022-0013 AND DESIGN REVIEW 2022-0022 AUTHORIZING CONSTRUCTION AND OPERATION OF A STEALTH MAJOR WIRELESS COMMUNICATION FACILITY CONSISTING OF A NEW 72-FOOT HIGH, MONO-EUCALYPTUS WITH ANCILLARY GROUND-MOUNTED EQUIPMENT AT 14451 MYFORD ROAD. T P C I. T P C A. T C U P (CUP) 2022-0013 D R (DR) 2022-0022 D M K CCTMO, LLC C C - (72) - (9) (6) (RRU ), (6) - 14451 M R B. T P C I (PC IND) Z D I I C P C D R P C C B G P L U D C. T S 9276 (1) 9276 T C C (TCC) CUP DR D. T CUP 2022- 0013 DR 2022-0022 N 8, 2022, P C E. T C T 1 . T S 9276 TCC P C I (PC-IND) R N . 4460 P 2 2. T S 9276 TCC 300 100 T 3. T T 700 M R T (6) - (8) 4. T - (72) - F A A J W A 5. A F C C „ C T 7 P S R F. T , I , P C 1. H - (72) 2. S 700 M R R N . 4460 P 3 3. E T 4. C - T - T-M D W 5. L N 6. S O C A N . 2.4. N 7. P T 8. A T M R 700 9. D G C C TCC S 9276. G. T C E S 15303 (C 3) 15302 (C 2) T 14, C 3 C C R (G C E Q A ). II. T P C CUP 2022-0013 DR 2022- 0022, - (72) - (9) (3) (6) RRU - 14451 M R E A R N . 4460 P 4 PASSED AND ADOPTED P C C T 8 N , 2022. DAVID J. MELLO, JR. C JUSTINA L. WILLKOM P C S STATE OF CALIFORNIA ) COUNTY OF ORANGE ) CITY OF TUSTIN ) I, J L. W I P C S C T C R N . 4460 T P C , 8 N , 2022. PLANNING COMMISSIONER AYES: PLANNING COMMISSIONER NOES: PLANNING COMMISSIONER ABSTAINED: PLANNING COMMISSIONER ABSENT: JUSTINA L. WILLKOM P C S T R S T NN 0 N T N S R T 0 0013 S NR 0 00 N T NS R N R 1 1.1 T T C C (TCC) N 8, 2022 C D D C D D E T C D D TCC 1 1. T C U P (CUP) 2022-0013 D R (DR) 2022-0022 (12) E T C D D (30) 1 1.3 CUP 2022-0013 DR 2022-0022 L A L U L A L G 180 (30) T C D D (30) 1 1. A CUP 2022-0013 DR 2022-0022 C D D A C 17 C C -R N D P A C A 17T C D D S R S 1 ST N R N T N 5 R S NS N R R NT T T N N S N N S 3 N R N S S NR T N E A R N . 4460 CUP 2022-13; DR 2022-0022 P 2 C D D 1 1.5 T C C C C P C - . T C C T C 1 1. A A C TCC S 1162( ). 1 1. T C C O 1 1. A P W D 1 1. T P S 800 MH C C C S (CCCS). 1 1.10 O T 24- T - " E M D C . T P W D E A R N . 4460 CUP 2022-13; DR 2022-0022 P 3 T CUP 2022-0013 DR 2022-0022 R F C C (FCC), T C D D FCC. S R STR T NS 1 , .1 T ■ O (1) - 63- 25- (72) ■ N (9) S (6) ■ S (6) RRU ■ O (1) - 441 (6) (8) 1 , A 1 , .3 T - 1 , T 1 , .5 U 1 , A B P P C C D D E A R N . 4460 CUP 2022-13; DR 2022-0022 P 4 1 T - A - C 1 A - (48) T T ( . ). T 1 , .10 T - 1 .11 T 1 .1 A C T N O 7:00 6:00 M F 9.00 5:00 S B O N O E A R N . 4460 CUP 2022-13; DR 2022-0022 P 5 .13 T (6) (8) T T ( 25- - ), N N N S TT 1 3.1 A 2019 C B C C M C C E C C P C C G C C E C C F C C O , S F C C C T 1 3. P R S RT NT 1 .1 C D W R R P (WRRP). T WRRP P W D T WRRP C (C C S 4351, ) - (65) T - ( 50.00) B W M P P W D (5) ' P , C T 17 E A R N . 4460 CUP 2022-13; DR 2022-0022 P 6 S 1 5.1 W - (48) C D D S R S NT R ( 50.00) C . I - (48) C D D - C E Q A 1 5. P P A. B C D D B. OCFA C D D C. P B P ( ), M T B F F E T C A (TCA)) C T ( P W D ) T J 1