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MUP 2014-1017City ofGa Quinta 78-495 Calle Tampico La Quinta, California 92253 PHONE: 760.777.7125 FAX: 760.777.1233 Office Use Only Case Number Accepted Assigned 30 -Day B To Deadline Qt otes: MINOR USE PERMIT APPLICATION 0 RECEIVED DEC 012014 Finance Stamp Sections A. B and C are to be completed by the applicant in their entirety and shall be accompanied by all listed plans, studies, reports and exhibits listed in Section D unless specifically waived by the appropriate City staff member and noted thereon. SECTION A - PROJECT INFORMATION Fioject Name: IE04420A Imperial Irrigation Project Description: Relocate 6 existing panel antennas, and install 3 new panel antennas, 3 new RRU's, 3 RET cables, and 1 hybrid cable. APN #(s): 764-010-012 Site Address/ Location: 81600 58th Avenue General Plan: Residential Zoning: RL Specific Plan: N/A Proposed Use: Wireless telecom Proposed Phases: None Related Cases: CUP 2001-062 Minor Use Permit Application Page 1 of 8 City of La Quinta - Planning Department - 760.777.7125 05.20.13 RkApplication Submittal Forms\ApplicationsWUMMUP Application - 05.20.13.doc SECTION B - STATEMENT OF OPERATIONS The purpose of this form is to provide a detailed statement outlining the day-to-day operation of the proposed project. Any approval related to this application will be based on the information provided and will therefore be subject to the continued operation of the proposed project consistent with the information provided. Please be aware that any activities beyond those described here may result in the need to amend your use permit in the future, thus it is encouraged that the information provided be based on the ultimate operation level of the proposed use. Description of proposed use: Wireless telecommunications facility Hours of operation: 24 hours/day. 7 days/week. 365 days/year Number of employees: None. Only 1 maintenance visit per month by a technician. List any other local, state or federal licenses or permits required: City of La Quinta building & electrical permits Types of equipment and processes used: Proposed antenna: SBNH-1 D6565C (8'-0" x 12 x 7") Proposed RRU: Ericsson RRU-11 B12 (17" x 7.2" x 17.8") Describe any hazardous materials used, stored, or produced on-site: None. Describe any other special characteristics specific to the proposed use: None. Minor Use Permit Application Page 2 of 8 City of La Quinta • Planning Department • 760.777.7125 05.20.13 R\Application Submittal Forms\ApplicationsWUMMUP Application - 05.20.13.doc • • SECTION C - APPLICANT/OWNER INFORMATION Applicant: T -Mobile 949-567-6815 (Name) (Phone) 2008 McGgaw Ave, Irvine, CA 92614 N/A (Mailing Address) (Email) Owner(s): Imperial Irrigation District 760-345-2626 (Name) (Phone) 81606 58th Avenue, La Quinta, CA 92253 N/A (Mailing Address) (Email) Architect: National Engineering & Consulting 949-716-9990 (Name) (Phone) 27 Orchard, Lake Forest, CA 92630 Sia.Shirazi(cD_nationaleng.com (Mailing Address) (Email) S004468 (California State License #) Applicant Certification I certify that I have read this application packet in its entirety and understand the City's submittal and review process and the requirements for this application. I further certify that each application item submitted as part of this application is consistent with the minimum required contents for that item as described in Section D of this application. I understand and agree that if during the processing of the application, it is determined the information does not strictly meet such standards or contains errors or omissions, clarification and/or supplemental information may be required and the preparation of such information may be considered, in the Planning Director's judgment, an unreasonable delay and will result in a suspension of processing time limits in accordance with the California Code of Regulations, Title 14, Section 15109. Applicant's Signature: If, Y,`.__ Date: 11-26-14 Print Name: Aaron M Anderson Owner Certification I certify under the penalty of the laws of the State of California that I am the property owner of the property that is the subject matter of this application and I am authorizing and hereby do consent to the filing of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restrictions, limitations and construction obligations being imposed on this real property. Owner/Authorized Agent Signature*: Please refer to the attached letter of Date: authorization Print Name(s): "An authorized agent for the owner must attach a notarized letter of authorization from the legal property owner. Any off-site work identified on the plans must be accompanied by a statement of authorization with a notarized signature of the subject property owner. Minor Use Permit Application Page 3 of 8 City of La Quinta - Planning Department - 760.777.7125 05.20.13 P:1Application Submittal FormskApplicationsWUMMUP Application - 05.20.13.doc • SECTION D - APPLICATION SUBMITTAL REQUIREMENTS APPLICATION SUBMITTAL REQUIREMENTS - INITIAL TO BE COMPLETED BY CITY STAFF Each of the following items is required for submittal unless a waiver is granted by City Staff. Any waiver # of E- must be confirmed by initialing of this form by the # of copies Waiver E > person granting the waiver prior to submittal. Please see paper in PDF OK'd by M M Section D for the descrimat ption and completion copies (on CD- (initials) N requirements of each item. ROM) FS=FuHSize /R=Reduced to 11'x17" FILING FEES p Filing Fees Receipt 1 NA NA APPLICATION INFORMATION p Application w/Statement of Operations 1 1 NA p Site Photographs 1 1 PLAN SET El Index Sheet 1Fs/3R 1 E] Site Plan 1Fs/3R 1 NA E] Floor Plan 1 Fs/3R 1 Additional information may be required based on review of the project description. Submittal waivers may be obtained through staff consultation, a pre -submittal meeting, or a preliminary review application. No applications will be accepted by mail. Minor Use Permit Application Page 4 of 8 City of La Quinta - Planning Department • 760.777.7125 05.20.13 P:\Application Submittal Form s\Appl ications\M U P\MU P Application - 05.20.13.doc SUBMITTAL REQUIREMENTS - PRIOR TO HEARING The following items are to be submitted after # of E - the project is scheduled* for Planning # of copies in Submitted Commission review and must be received by paper PDF format the Planning Department at least 12 working copies (on CD- days prior to the scheduled PC meeting date. ROM) CEQA Filing Fees 1 NA Bound 11"x17' reduction of complete final Plan Set with 3 1 colored Site Plan Sheets Full size (not to exceed 24"x36") complete final Plan Set 1 NA with colored Site Plan Sheets *If these required items are not received by the Planning Department by the end of the day 12 working days before the scheduled PC meeting date, the project's review will be re -scheduled for a later date. SECTION E - SUBMITTAL ITEM DESCRIPTIONS FILING FEES Filing Fees are to be paid at the time of application. As part of the submittal process you will be asked to pay your fees at the Finance Department counter and return to the Planning Department counter with the receipt showing payment of fees which will be copied and submitted along with the other application materials. Additional environmental review related fees (if any) will be determined and payable at the time the application is determined complete. REQUIRED AT TIME OF APPLICATION SUBMITTAL Minor Use Permit Application Fee: $200* REQUIRED AT TIME APPLICATION IS READY FOR FINAL REVIEW AND APPROVAL CEQA Filing Fee: $64** Required regardless of exempt status * Payable to City of La Quinta * * Separate cashiers check payable to County of Riverside APPLICATION INFORMATION Application: A City application form complete with all requested information and original signatures in Sections A, B and C provided. If you have any questions regarding filling out the Application, please contact the Planning Department at (760) 777-7125. Statement of Operations: The statement of operations portion (Section B) of the application describing various operational aspects of the proposed use shall be completed. Minor Use Permit Application Page 5 of 8 City of La Quinta - Planning Department - 760.777.7125 05.20.13 RkApplication Submittal FormskApplicationsWUMMUP Application - 05.20.13.doc Site Photographs: Provide one aerial view, at least one panoramic view of each side of the site, and specific views of any relevant or unusual features of the site. Printed images shall be at least 4"x6" and printed in color on 8'/2"x11" sheets. If you have any questions regarding the Site Photographs requirement, please contact the Planning Department at (760) 777-7125. PLAN SET Plan Set: A complete Plan Set shall contain one copy of each required sheet, map or plan in the order listed below, stapled together in the order prescribed as a comprehensive set, and folded so that the folded size does not exceed 9"x12", rolled plans will not be accepted. All maps/plans/sheets shall be drawn on uniform sheets no greater than 24"x36" (or as approved by the Planning Department prior to initial submittal). Each sheet shall be drawn clear and legible, be accurately scaled, fully dimensioned, drawn at the same scale unless otherwise instructed, and include all the information as described in this section for each particular item. Order of Plan Set Contents 1. Index Sheet 2. Site Plan 3. Floor Plan 1. Index Sheet The Index Sheet is the Plan Set's cover sheet and shall contain the following information: • Title block located in the lower right-hand corner of the map which contains the following information and is readily visible when folded: o Name of project o Plan sheet identification number (such as 11 for Index, Sheet 1) o Initial date of drawing and any subsequent revisions o Name, address, and telephone number of person preparing map o Name, address, and telephone number of owner, applicant, and/or agent • A data table formatted in the following order: o Assessors Parcel Number(s) (book, page and parcel number) o Legal description o Existing General Plan designation (and proposed if applicable) o Existing Zoning designation (and proposed if applicable) o Existing Specific Plan title and land use designation (and proposed if applicable) o Existing land use and proposed land use o Total net site area identified in square feet and acres o Total building area identified in square feet and percentage of net site area o Total parking area identified in both square feet and percentage of net site area o Identification of parking ratios required by City code and provided o Number of parking spaces required by City code and provided o Number of Americans with Disabilities Act (ADA) parking spaces required & provided o Occupancy classification (per California Building Code) o Type of construction (per California Building Code) • List of Plan Set sheets • Vicinity map identifying project boundary line and location within surrounding neighborhood. Minor Use Permit Application Page 6 of 8 City of La Quinta • Planning Department • 760.777.7125 05.20.13 R\Application Submittal Form s\Applications\MUP\MUP Application - 05.20.13.doc • 0 If you have any questions regarding the above listed Index Sheet requirements, please contact the Planning Department at (760) 777-7125. 2. Site Plan The Site Plan shall be prepared by a qualified professional as stipulated by the California Business and Professions Code and shall include the following information: • Title block located in the lower right-hand corner of the map which contains the following information and is readily visible when folded: o Name of project o Plan name and sheet identification number (such as S1 for Site Plan Sheet 1) o Initial date of drawing and any subsequent revisions o Name, address, telephone number, signature and credentials stamp and license number of the person preparing map. o Name, address, and telephone number of owner, applicant, and/or agent. • Graphic scale (engineering scale not to exceed 1" = 40') • North arrow (typically with North facing the top of the drawing) • Location and dimension of all: o property lines o required and actual setbacks for building to property lines and buildings to buildings o structures o landscape areas o drive aisles, parking stalls, and loading areas o pedestrian pathways, including ADA horizontal path of travel o trash enclosures o storage areas 0 on-site fuel tanks (above or below ground) o freestanding signs o fire hydrants onsite and within 500' of the project site o walls and fences o public utilities o public improvements, include cross sections o structures, driveways, parking areas, trees and property lines site's perimeter boundary • Name, location and dimension of all adjacent public streets and ROWs • Type, height, and location of all street, parking and pedestrian lights • Identification of General Plan and Zoning land use designations and project site and all adjacent properties • Identify interior and exterior turning radius dimensions at entries emergency vehicle access within 50' of project existing land use of and drive aisles for • If the project includes any phasing of development the proposed phases, including public improvements, shall be identified on a separate site plan sheet with a table showing acreage, building square footage, number and type of units, and number of parking spaces per phase. If you have any questions regarding the above listed Site Plan requirements, please contact the Planning Department at (760) 777-7125. 3. Floor Plan The Floor Plan shall be prepared by a qualified professional as stipulated by the California Business and Professions Code and shall include the following information: • Title block located in the lower right-hand corner of the map which contains the following information and is readily visible when folded: o Name of project Minor Use Permit Application Page 7 of 8 City of La Quinta - Planning Department ■ 760.777.7125 05.20.13 R\Application Submittal FormskApplicationsWURMUP Application - 05.20.13.doc • C7 o Plan name and sheet identification number (such as F1 for Floor Plan Sheet 1) o Initial date of drawing and any subsequent revisions o Name, address, telephone number, signature and credentials stamp and license number of person preparing map. o Name, address, and telephone number of owner, applicant, and/or agent o California License Stamp • Graphic scale (not smaller than the 1/4"=l') • North arrow (typically with North facing the top of the drawing) • Allocation and use of all interior and exterior space, including areas for waiting, gathering, eating, storage or display of merchandise • Location of all walls, doors, and window openings If you have any questions regarding the above listed Floor Plan requirements, please contact the Planning Department at (760) 777-7125. REQUIREMENTS TO BE SUBMITTED PRIOR TO APPROVAL CEQA Filing Fees: Checks payable to County of Riverside in the amounts specified for the proposed Environmental Determination as identified by the Planning Department Minor Use Permit Application Page 8 of 8 City of La Quinta • Planning Department • 760.777.7125 05.20.13 P:Wpplication Submittal Forms\ApplicationsWUMMUP Application - 05.20.13.doc Date Paid: Monday, December 01, 2014 Paid By: SEQUOIA Cashier: JWU Pay Method: CHECK 6339 Printed: Monday, December 01, 2014 11:02 AM 1 of 1 CYCiFAAC w� irepLkr\A, January 15, 2015 • Aaron Anderson Sequoia Deployment Services, Inc. 22471 Aspan Street, Suite 290 Lake Forest, CA 92630 SUBJECT: MINOR USE PERMIT 2014-1017: 81606 AVENUE 58 IMPROVEMENTS TO EXISTING TELECOMMUNICATION FACILITY Dear Mr. Anderson: The Community Development Department has reviewed and approved your request to relocate six (6) existing T -Mobile antennas to three (3) new mounting arms, install three (3) new 8' panel antennas (one per mounting arm), three (3) new radio remote units (RRU) and one (1) new fiber cable on an existing tower, and install/replace associated equipment in existing cabinets at a telecommunication facility located at 81606 Avenue 58, within the Imperial Irrigation District's headquarters. Approval of this application is subject to the exhibits on file for the Minor Use Permit and the following Findings and Conditions of Approval: FINDINGS Consistency with the General Plan: The proposed equipment at the existing telecommunication facility are consistent with the goals, objectives and policies of the General Plan, in that the proposed equipment is intended to enhance community access to quality wireless communication services. 2. Public Welfare: Approval of the new equipment for an existing telecommunication facility will not create conditions materially detrimental to the public health, safety and general welfare. 3. The proposed new equipment at the existing telecommunication facility will minimize adverse visual impacts as the proposed replacement antennas will be placed on an existing lattice tower and not add any additional number of antennas beyond existing. No change to the height of the antenna location or general configuration is proposed. The associated equipment will also be placed entirely within existing equipment shelters. 4. The proposed new and replacement equipment is designed to facilitate continued function of the existing antenna array, without modifying the height or other pre- existing conditions to maintain the service provider's objectives for coverage within this portion of the community. 5. The proposed new and replacement equipment is necessary to improve community access to wireless services. CONDITIONS The applicant/property owner agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), its agents, officers and employees from any claim, 78495 Calle Tampico I La Quinta I California 92253 1 760.777.7000 1 www.La-Quinta.org or litigation arising out of the City's approval of this project. This indemnification shall include any award toward attorney's fees. The City of La Quinta shall have the right to select its defense counsel in its sole discretion. The City of La Quinta shall promptly notify the applicant of any claim, action, or proceeding and shall cooperate fully in the defense. 2. The applicant shall comply with all provisions of La Quinta Municipal Code Section 9.170 "Wireless Telecommunication Facilities". 3. The applicant shall comply with any applicable provisions contained in Conditions of Approval for Conditional Use Permit 2001-062 (CUP 01-062). 4. The applicant is permitted to install the following on the existing tower array: relocation of six (6) existing 4' antenna panels, and addition of three (3) new 8' high antennas, on three (3) new replacement antenna arms (three total panels per sector); three (3) new radio remote units (RRU) and associated cable (one RRU per sector); and, one new hybrid fiber/power cable. All new and replacement equipment shall be painted to match the color on the array. Applicant is also permitted to install all other related equipment, as identified on the approved plans for MUP 2014-1017, within existing equipment cabinets located in the lease area. 5. New cables running from the equipment shelter to the new antennas shall be contained within the existing cable bridge between the tower and the equipment enclosure. All cables shall be interior of the tower and shall not be visible from surrounding properties. 6. The applicant shall obtain all necessary building permits from the City's Building Division, and is responsible for meeting all applicable plan check submittal requirements. Plans submitted for building permit plan check shall include an accurate vicinity map. 7. The City may elect to add Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by any party who submits the necessary paperwork and filing fee of $1,595.00 to this office within 15 days of the date of approval of this permit. Should you have any questions please contact me at (760) 777-7125. Sincerely,' Wallace Nesbit Principal Planner c: Building Division File; CUP 2001-062 K PLANNING COMMISSION RESOLUTION 2001- 106 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA OUINTA, CALIFORNIA, GRANTING APPROVING INSTALLATION OF TELECOMMUNICATION APPARATUS TO BE ATTACHED TO A NEW 120 FOOT HIGH TOWER AT 81600 AVENUE 58 CASE NO.: CONDITIONAL USE PERMIT 2001-062 APPLICANT: AT&T WIRELESS SERVICES WHEREAS, the Planning Commission of the City of La Quinta, California, did on the 2811' day of August, 2001, hold a duly noticed Public Hearing at the request of AT&T wireless Services to consider allowing installation of telecommunication apparatus located on a new 120' tower at 81600 Avenue 58, more particularly described as: APN: 761-720- 021 WHEREAS, said Environmental Assessment has complied with the requirements of the "Rules to Implement the California Environmental Quality Act of 1970" as amended under City Council Resolution No. 83-68 in that the Community Development Department has prepared an Initial Study (EA 2001-427) and has determined that the proposed Conditional Use Permit will not have a significant impact on the environment and a Negative Declaration of Environmental Impacts should be filed; and, WHEREAS, at said Public Hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons wanting to be heard, said Planning Commission did make the following mandatory findings of approval: 1. That the proposed Conditional Use Permit is consistent with the goals and policies of the La Quinta General Plan Policy 2-6.3.1 in that the property is designated Major Community Facility which allows the uses proposed for the property; and La Quinta General Plan Policy 7-1 .4.7 which requires the City to coordinate with telephone companies to insure comprehensive and uninterrupted service. 2. That the proposed Conditional Use Permit is consistent with the Zoning Code Approval Standards (9.170.070) for .telecommunication equipment placed on new towers. A:\adopted PC.Reso.CUP 2001-062.wpd Planning Commission Resolution 2001-106 CUP 2001-062 August 28, 2001 3. Approval of this Conditional Use Permit will not be detrimental to the public health, safety or general welfare in that the public agencies have reviewed the project for these issues with no significant concerns identified. NOW, THEREFORE , BE IT RESOLVED by the Planning Commission of the City of La Ouinta, California, as follows: 1 . That the above recitations are true and correct and constitute the findings of the Commission in this case; 2. That it does hereby approve the above-described Conditional Use Permit request for the reasons set forth in this Resolution, and subject to the attached Conditions of Approval. PASSED, APPROVED, and ADOPTED at a regular meeting of the La Ouinta Planning Commission, held on this 28' day of August, 2001, by the following vote, to wit: YES: Commissioners, Butler, Kirk, Robbins, Tyler, and Chairman Abels NOES: None ABSENT: None ABSTAIN: None JA QUEYABELS, Chairman, ty of Va Quinta, California ATTEST: J FF HERMgN, Community Development Director ity of La Quinta, California A:\adopted PC.Reso.CUP 2001-062.wpd 1 1 1 PLANNING COMMISSION RESOLUTION 2001- 106 CONDITIONS OF APPROVAL - ADOPTED CONDITIONAL USE PERMIT 2001- 062 AUGUST 28, 2001 1. The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta (the "City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Conditional Use Permit. The City shall have sole discretion in selecting its defense counsel. This indemnification shall include any award toward attorney's fees. 2. Prior to the issuance of a grading, construction or building permit, the applicant shall obtain permits and/or clearances from the following public agencies: • Public Works Department • Community Development Department • Fire Marshal • Riverside Co. Environmental Health Department • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • Federal Communications Commission • Federal Aviation Administration 3. Install a portable fire extinguisher (minimum 2A10BC) inside the unmanned equipment building.. Prior to issuance of a building permit, final construction plans shall be submitted to the Fire Department for review and approval. 4. Install a Knox pad lock at the manual gates as noted in the review plans. Padlock shall be readily accessible for opening. Contact the Fire Department for an application. 5. The applicant shall pat all deposits and fees required by the City for plan checking and construction inspection. Deposits and fees amounts shall be those in effect when the applicant makes application for the plan checks, permits, and inspections. AAadopted PC.COA.CUP2001-062.wpd 6. The applicant shall submit to the Community Development Department a check payable to the County of Riverside for $78.00 for recording the Environmental Assessment. 7. Before any cranes, forklifts, or other aerial equipment are raised, please check for overhead wires. Please note that California Title 8, Electrical Safety Orders, specifies the closest distance that non-qualified electrical workers can get to electrically energized conductors. Non-qualified electrical workers can get no closer than ten (10) feet from distribution lines. People operating boom type lifting or hoisting equipment can get no closer than ten (10) feet from the distribution lines and no closer than seventeen feet (17) from transmission lines. 8. If ground excavation is required, even for seemingly benign applications such as anchoring a tent, please contact Underground Service Alert (USA). This service is free of charge provided USA is given at least two (2) working days' notice. Call toll free at 1-800-227-2600. 9. The tower and all attached equipment shall be painted "putty" (very light brown) to mask the visual impact. 10. The applicant shall agree to allow for future joint use and/or co -location of other telecommunication facilities at this site; and the applicant shall work with Imperial Irrigation District to establish a written policy allowing future joint use and/or co -location of other telecommunication facilities at this site. COA.PC.CUP 2001-059 This is to certify that the foregoing is a full. true and correct copy of the original document containing :_ pages; which is on file in the Office of the City Clerk of the City of La Ouinta, California bated: - d 3. Greek, CMC/AAE City Clerk Permit Reviews is Page 1 of 1 Enter Permit Number MUP2014-1017 a� Q iI* of 1100% _ Find I Next El ( j a w+ Permit Reviews us �- City of La Quinta Permit Number: MUP2014-1017 Applied: 12/1/2014 Approved: Issued: Finaled: Status: SUBMITTED Parent Permit: Parent Project: Details: NW OF AVENUE S8 AND MONROE STREET Description: RELOCATION OF WIRELESS Site Address: 81600 AVENUE 58 City, State Zip -Code: LA QUINTA, CA 92253 Applicant: T -MOBILE Owner: IMPERIAL IRRIGATION DIST Contractor: <NONE> Printed: Tuesday, 02 December, 2014 1 of 1 tSTS; M; http://laquinta.crw.com/trakit9/DocumentV iewer.aspx?&report=/Documents/PERMITS/Pe... 12/2/2014 LIST OF REVIEWS SENT DATE RETURNED DATE DUE DATE TYPE CONTACT STATUS REMARKS Review Group: AUTO 12/1/2014 12/2/2014 12/2/2014 PL FILE CREATION BEATRICE ACOSTA COMPLETED Notes: 12/2/2014 12/3/2014 PL ASSIGNMENT PLANNING BUCKET Notes: Printed: Tuesday, 02 December, 2014 1 of 1 tSTS; M; http://laquinta.crw.com/trakit9/DocumentV iewer.aspx?&report=/Documents/PERMITS/Pe... 12/2/2014 Market: MarketHere • Site Number: IE04420A I Site Name: L700 Letter of Authorization APPLICATION FOR ZONING/LAND USE ENTITLEMENTS Property Address: 81600 58th Avenue, La Ouinta, CA Assessor's Parcel Number: 764-010-012 I/We, the owner(s) of the above-described property, authorize T -Mobile West LLC, with offices located at 2008 McGaw Avenue, Irvine, CA 92614, its employees, representatives, agents, and/or consultants, to act as an agent on my/our behalf for the purpose of creating, filing and/or managing any land use and building permit applications, or any other entitlements necessary to construct and operate a wireless communications facility on the above-described property. I/We understand that any application may be denied, modified, or approved with conditions, and that such conditions or modifications must be complied with prior to issuance of building permits. [/We further understand that signing of this authorization in no way creates an obligation of any kind. Owner(s): Imperial Irrigation District By: _),L SiNature Print Name: Shayne Ferber Title: Asst. Supervisor, Real Estate Date:: 10/29/14 DEC 0.12014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT Page 1 IMPERIAL IRRIGATION DISTRICT RESOLUTION NO. - A00 of P CITY OF LA QUINTA COMMUIViITy ®EVELOpMEf11T AUTHORIZING THE GENERAL MANAGER GENERAL SERVICES/IT DEPARTMENT MANAGER AND SUPERVISOR, REAL ESTATE SECTION OR HIS DESIGNEE TO SIGN DOCUMENTS ROUTINE IN NATURE WHEREAS, the Imperial Irrigation District Real Estate Section works with various agencies during its day-to-day operations, which involves the completion and execution of various applications and/or documents in order to obtain necessary permits or entitlements for a variety of district.projects; and WHEREAS, there have been delays on certain projects because of the current process of obtaining the necessary signatures for these permits; and, WHEREAS, in order to be more efficient in the day-to-day operations and to improve the efficiency of the application process, it is requested that the General Services/IT Department manager and/or the supervisor of the Real Estate Section or his designee be authorized, In addition to the general manager, to execute these necessary documents for district projects. NOW, THEREFORE, BE IT RESOLVED AS FOLLOWS that the General Services IT/Department manager and supervisor of the Real Estate Section or his designee, in addition to the authority of the general manager, are hereby authorized and directed to execute the various entitlements, permits and documents which are routine in nature for the district's necessary day-to-day business. BE IT FURTHER RESOLVED that adoption of this resolution supercedes the board actior'6n February 12, 1991. PASSED AND ADOPTED this 13'�h day of May, 2008. IMPERIAL IRRIGATION DISTRICT President • a -- Kew tstate Kepons Property: 81600 58Th Ave La Quinta, CA 92253 APN: 764-010-012 RECEIVED DEC 0 12014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT Data deemed reliable, but not guaranteed. LPS Data Services 2009. Copyright 2009 AgentPro247.com LoanPro247.com TitlePro247.com Imperial Irrigation Dist APN: 764-010-012 81600 58Th Ave, La Quinta, CA 92253 Riverside County Primary Owner: IMPERIAL IRRIGATION DIST Secondary Owner. Mail Address: PO BOX 987 Site Address. 81600 58TH AVE IMPERIAL CA 92251 LA QUINTA CA 92253 Assessor Parcel Number. 764-010-012 Census Tract: 0456.08 Tract Number: Lot Number: Legal description: Abbreviated Description: CITY:LA QUINTA SEC/TWN/RNG/MER:SEC 22 TWN O6S RNG 07E 39.20 ACRES IN POR SE 114 OF SEC 22 T6S WE City/Muni/Twp: LA QUINTA Sale Date: Seller. Assessed Value: Homeowner Exemption: Tax Amount: Tax Rate Area: 20-073 Document #: Sale Type: Land Value: % Improvement: Tax Status: Current Tax Account ID: Bedrooms: Year Built: Bathrooms: Square Feet: Partial Baths: Number of Units:1 Total Rooms: Garage: Property Type: Agricultural/Rural Use Code: Misc. Structures - Ranch, Farm, Fixtures Sale Amount: N/A Cost/SF: N/A Imp. Value: Tax Year: 2013 Pool: Lot Size: 39.2 AC No of Stories: Fire Place: Building Style: Zoning: Imperial Irrigation Dist APN: 764-010-012 81600 58Th Ave, La Quinta, CA 92253 Riverside County Recording Date: 01/00/2000 Document #:2000-0172571 BK -PG - Price: N/A First TD: N/A Mortgage Doc #: Lender Name: N/A Buyer Name: IMPERIAL IRRIGATION DIST Buyer Vesting: N/A Seller Name: N/A Legal description: Document Type: N/A Type of Sale: Per Assessor Transaction History Interest Rate: Abbreviated Description: 39.20 ACRES IN POR SE 1/4 OF SEC 22 T6S R7E City/Muni/Twp: LA QUINTA !.� r��1._ti ` 1� `i • `: ate`•\.%'� _ r Assessor Map Click here to get the map in PDF Click here to get the map in TIF - � I C o is Ta �kt 23e p �IN ro4\ n 1 t Zuq i OGIgIc Q 1 I •souu� .m.e I O I I IIk6 u, I I I f !I . n�� > (os II I N I I 2 - - - -- — I = _ - - - - - -- — / _ I I 71 U6 lid N rrt .a C] N 64 i V m BB2 I t$ I Cl 3) I 787 / 4� 1`1 r I 23— --� - 37'9 20 16 27 26 V_ { O • 0 T • •Mobile'• Inland Empire 2008 McGaw Avenue Irvine, CA 92614 October 4, 2012 To Whom It May Concern: Sequoia Deployment Services, Inc., its employees and agents, are authorized representatives of T -Mobile West, LLC and have been contracted to perform real estate leasing, land -use entitlements, architectural, and engineering services for development of T -Mobile telecommunications facilities. As an authorized representative of T -Mobile, Sequoia Deployment Services, Inc., may sign, submit, review land -use applications and permits, provide representation at meetings and hearings, and negotiate leases on T -Mobile's behalf. All final land -use documents are subject to T -Mobile's review and approval. Furthermore, all leases are contingent upon T -Mobile's legal review and the signature of a duly authorized T -Mobile manager. If there are any questions or comments, please contact me immediately. Joseph ThompsonC;f Zoning and Government Affairs Manager Southern California Market 1214 (949) 350-5376 of �®w or" IS EQUOIA I DEPLOYMENT SERVICES, INC. City of La Quinta Planning Department Wireless Telecommunication Facility Applicant: T -Mobile USA 2008 McGaw Ave. Irvine, CA 92614 Rep.: Sequoia Deployment Services, Inc. 22471 Aspan Street, Suite 290 Lake Forest, CA 92630 Aaron Anderson 562-485-8012 Site No.: IE04420A (1-700 Upgrade) Location: 81600 Avenue 58, La Quinta, CA 92253 Project Description DEC 04 204 CIITy of LA QUIINTA COMMUNM DEVELOPMENT T -Mobile is requesting the upgrade the existing wireless telecommunications facility located at 81600 Avenue 58. The proposed modification will consist of the relocation of six (6) antennas, and the installation of three (3) new panel antennas. The new, proposed antennas will be placed on new t -arms and attached to new pipe mounts. The proposal also calls for the installation of three (3) new RRU's, three (3) RET cables, and one (1) hybrid cable. T -Mobile is not requesting to add any additional antennas or equipment beyond the number of antennas and equipment cabinets installed under the original and subsequent approvals. The Property and Permit Background The property is zoned RL (low density residential) and is home to utility uses. The project site is currently developed with high voltage transmission towers and associated utility structures. The facility has been operating since 2001 without causing any negative impact(s) to the existing uses. T -Mobile's facility will continue operating, and continue complying with Federal Communications Commission standards of the Radio Frequency Emissions. On September 12, 2001, the City of La Quinta permitted the use of the existing wireless facility under Conditional Use Permit No. 2001-062, which allowed for the installation of twelve (12) panels to be mounted to the existing utility structure as Project Discussion Page 1 of 2 • • well as the installation of the associated equipment at grade level. A copy of the original approval is submitted with this application. Objective T -Mobile is actively working on upgrading their existing facilities as part of the Long Term Evolution (LTE) network upgrade in an effort to continue providing reliable wireless services to users of the network. This installation will continue to adhere to and comply with the City's code Section, while minimizing the number of installation(s) needed to archive coverage and service objectives for this area of La Quinta. Verizon is requesting the approval of this Modification to continue operating the existing wireless facility. Please contact me at 562-485-8012 or aaron.anderson@sequoia-ds.com if there are any questions regarding this application. Thank you, Aaron M. Anderson Sequoia Deployment Services, Inc. Agent Representative for Verizon Wireless Project Discussion Page 2 of 2 P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFGRNIA 92253 September 12, 2001 County Clerk County of Riverside Attention: Cherrie Seager P.O. Box 751 2724 Gateway Drive Riverside CA 92501-0751 uj�t1w sv-� (760) 777.7000 FAX (760) 777.7101 SUBJECT: NOTICE OF DETERMINATION FOR CONDITIONAL USE PERMIT 2001-062 :I Dear Ms. Seager: Please find enclosed signed originals of a Notice. of Determination with a certified copy of_ the Planning Commission Resolution 2001-105 for Environmental Assessment 2001-427 and a Certificate of Fee Exemption for the California Department of Fish and Game. Also enclosed is. 44 check for $78.00 for the County of Riverside processing fee. I! .I Please feel free to contact me at 760-777-7065,i:should you have any questions. Very truly yours, JERRY HEP.MAN • '' COMMUNITY DEVELOPMENT DIRECTOR Fred Baker, AICP Principal Planner Enc. ! A:\Neg Dec NOD Itr.wpd l TM-L 14 FISH AND GANQ COWU31SION §753.5 CALEFORNIA DEPARTA'IENT OFFISH AND GAME CERTIFICATE OF FEE EaEMPTION De Minimis Impact Finding Project Title/Locatibn, Name and Address of Project IPI� roponent (include county): Conditional Use Permit 2001-062, Environmental Assessment 2001-427 The property in question is located 81600 Avenue 58 ; in the City of La dtiinta, County of'Riverside. AT&T Wireless Services 12900 Park Plaza Drive, Cerritos, ;rCA 90703 Project Description:: Proposed are -12 antennas (6' in h6ght and 12' wide) mounted at the top of the pioposed 120' steel tower. Also proposed to be installed on. the new tower will be two telco microwave dishes. II Findings of E:emptioa (attach required. findings): • The Community Development Department prepared Environmental Assessment 2001-427, which was certified on.. August 28, 2001 by the' La Quinta Plannirg Commission. .See attached Planning Commission Resolution 2001-105 certifying the Environmeintal Assessment-2001-427. Certificatiou: a I hereby certify that the lead agency has made the above findingi; of fact and that based upon the initial study and hearing record the project will not individually or cumulativelylhave an adverse effect on wildlife resources, as defined in Section 711.2 of the Fish and Game Code. �1 Jer 'Hernia tle:V Community Development Director LeaAgency: City of La Quinta Date:.! August 29, 2001 DFG 753.5 (5191) ;I ' Ill NOTICE OF DETERMINATION To: _ Office of Planning and Research From: (Public Aoencv) CI'Y OF L4 OUiNTA 1400 Tenth Street, Room 121 P. O. Ejox .1504 Sacramento CA 95814 _La Quinta CA 92253 County Clerk County of Riverside Attention: Cherrie Seager P.O. Box 751 Riverside CA 92502-0751 Filing of Notice of Determination in compliance.with Section 21152 If the Public Resources Code. .l Ptoiect Title: Conditional Use Permit 2001-062 State Clearinghouse Number �i llr subm*tt Lead Ag -n v onta -t PersonArea G_ ode/Tel�nhone/Exteneinn N/A Mr. Fred'Baker, AI CP 760-777-7065' Project Location (include county): The property in question is located at 81600 Avenue 58; in the City of La Quinta, County of Riverside. Project Description: Proposed are 12 antennas (6' in height and 12' wide) mounted at the top of the, proposed 120' steel tower. Also proposed to be installed on the new tower will be two telco microwave dishes. i This is to advise that the City of La Ouinta has approved thi; above described project on August 28. 2001 , as (..2L Lead Agency _ Responsible Agency), and has made the follol!ving determinations regarding the above described . project: 1. The project (_will X will not) have a significant effect on the environment. . 2. _ An Environmental Impact Report was prepared foi' this project pursuant to the provisions of CEQA A Negative Declaration was prepared for this project pursuant to the provisions of CEQA. 3. Mitigation measures (— were 2L were not) made a condition of the approval of the project. 4. A statement of Overriding Considerations L was fit_ was not) adopted for this project. 5. Findings.JL were _ were not) made pursuant to the provisions of CEQA. This is to certify that the final Environmental Documents (EA 2001-4.27), with any comments, responses and record of project approval, are available to the General Public at: City of La Quinta, Community Devel-:pment Department 78-495 Calle Tampico/P.O. Box• 1504, La Quinta, CA 92253 q 4 Fred Baker, AICP August `28 .2001 Prinrinal Planner Name/Signature (Public Agency) Date Title Date received for filing at OPR: _ . I PLANNING COMMISSION RESOLUTION 2001- 105 T ;I A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LA OUINTA, CALIFORNIA,' CERTIFYING ji1A NEGATIVE DECLARATION OF ENVIRONMENTAL IMPACT PREPARED FOR CONDITIONAL USE PERMIT 2001-062 I� CASE NO.: ENVIRONMENTAL ASSESSMENT 2001-427 APPLICANT: AT&T WIRELESS SERVICES i WHEREAS, the Planning Commission,ot the City of Ca Quinta, California, did, on the 28th day of AUGUST, 2001, holdil a duly-noticed Public Hearing to consider Environmental Assessment 2001-427 fori Conditional Use Permit 2001-062 herein referred to as the 'Project" for AT&T Wirelless Services; and, WHEREAS, said Project has. complied with -the requirements of "The Rules to Implement the California Environmental Duality Act of 1970"(as amended; Resolution 83-68 adopted by.the La Quinta City Council) in that the Community Development Department has prepared an Initial Sil,dy IEA 2001-427) to evaluate the potential for adverse environmental impacts; and!', i WHEREAS, the Community Development Director has determined that said Project does not have significant adverse effects on the environment, and that a Negative Declaration of Environmental Impact clould'be filed; and, t. WHEREAS, upon hearing and considE�ring all testimony and arguments, if any,- of all interested persons desiring to be heard, said Planning Commission did find the following facts, findings, and reasons tb,justify recommending certification of said Environmental Assessment: it 1. The Project will not be detrimental to the h4,;ahh, safety, or general welfare of the community; either indirectly or directly, iii that appropriate conditions have been imposed which will minimize project r,lnpacts. 2. The proposed Project will not have the potE ntial to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife population to drop below self .sustaining levels, threaten io eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal• or eliminate important e. amples of the major periods of California history or prehistory. 3. Considering the record as a whole, there is no evidence before the City that the proposed project will have potential for aifverse effect on wildlife resources or the habitat on which the wildlife depend` . Planning Commission Resolution 2001-105 Environmental Assessment 2001-427 August 28, 2001 4. The proposed Project does not have the potential to achieve short-term environmental goals, to the disadvantage of long-term environmental goals as no -significant .effects on environmental factors by the Environmental Assessment. 1 5. The proposed Project will not have environrhental effects directly or indirectly, as no significant impacts have been ideiitified which would affect human health, risk potential or public services. 6. The City has on the basis of substantial evidence, rebutted the presumption of adverse effect setforth in 14 CAL Code Relgulations §753.5(d). ;i 7. There is no substantial evidence in light ; Ap Planning Commission Resolution 20017105 Environmental Assessment 2001-427 August 28. 2001 AYES: Commissioners, Buller, Kirk, Robbin's, Tyler, and Chairman Abels NOES: None ABSENT: None ABSTAIN: None I-JAgOu ABELS, Chairman (" C'4 Oita Quints, California ATTEST: J�ARYTHER��, '-ommuniiy Development Dire��tor ity La a-, California ti it - Il A:%adopiecl PC RESO EA 2001-427.wpcl i PLANNING COMMISSION RESOLUTION 2001-106 CONDITIONS -OF APPROVAL - ADOPTED CONDITIONAL USE PERMIT 2001- 062 AUGUST 28, 2001 GENERAL' I 1. The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta (the 'City"), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Conditional Use Permit. The City shall h:4ve sole discretion in selecting its defense counsel. This indemnification shall include any award toward attorney's fees. 2. Prior to the issuance of a grading, construction or building permit, the applicant shall obtain permits and/or clearances from the following public agencies: • Public Works Department 11 • Community Development Department • Fire Marshal • Riverside Co. Environmental Health 'Department • Coachella Valley Water District (CV'ND) • Imperial Irrigation District (1113) . • Federal Communications Commission' • Federal Aviation Administration FIBS MARSHALL i 3. Install a portable fire..extinguisher (minimil•m 2A10BC) inside the unmanned equipment building.. Prior to issuance of a� building permit, final construction plans shall be submitted to the Fire Department for review and approval. 4. Install a Knox. pad lock at the .manual gates as noted in the review plans. Padlock shall be readily accessible for opening. Contact the Fire Department for an application. •' FEES AND DEPOSITS 5. The applicant shall pat all deposits and fees required by the City for plan checking and construction inspection. 136posits and fees amounts shall be those in effect when -the applicant makes application for the 'plan checks, permits, and inspections. A:%adopted PC.COA.CUP2001-062.wpd (I _ I . b ' 1� it II 6. The applicant shall submit to the Communis; Development Department a check payable to the County of Riverside for $781b0 for recording the Environmental Assessment. I, MISCELLANEOUS II 7. Before any cranes, forklifts, or other aerial (13quipment are raised, please check for overhead wires. Please note that Califorriia Title 8, Electrical. Safety Orders, specifies the closest distance that non-qualified electrical workers can get to electrically energized conductors. Non-qualified electrical workers'can get no closer than ten (10) feet from distribution dines. People operating boom type lifting or hoisting equipment can get no loser than ten (10) feet from the distribution lines and no closer than seventeen feet (17) from transmission lines. 8. If ground excavation is required, even for seemingly benign applications such as anchoring a tent, please contact Underground Service'Alert (USA). This service is free. of charge provided USA is gieen at least two (2) working days' notice. Call toll free at 1-800-227-2600. _ 9. The tower and all attached equipment. sflall be paintedutt p y" (very light brown) to mask the visual impact. 10. The applicant shall agree to allow for f6t6re joint use and/or co -location of other telecommunication facilities at this site': and the applicant shall.work with Imperial Irrigation District to establish a written policy allowing future joint use and/or co -location of other telecommunicai.ion facilities at this site. i. �i This h'to certify that the foregoing Is a fun. tn)e and correct copy of the original dowr pent containing_ pages: which'Is on file in the Office of the City Clerk 4f the City of Le Ouinta, California AUKS. Greek, CMC/AAE City Clerk COA.PC.CUP 2001-059 ;t • NATIONAL ENGINEERING &CONSULTING, INC Structural Calculations T -Mobile (c/o Sequoia) Imperial Irrigation IE04420A Wireless Communication Site 81606 58TH Ave., La Quinta, CA 8'004488 EXF 12-31-2014 P F Z`K` I lxf 77 71 Revision DEC 0 12014 0 October 13, 2014 'r CITY OF LA QUINTA COMMUNnY ®EVELOPM 27 Orchard, Suite 200 Lake Forest, CA 92630 Phone: (949) 716-9990 Fax: (949) 716-9997 www.nationalena.com The structural calculations contained in this report relate only to the structure and site for which they were prepared. Referenced building codes, site-specific parameters for wind and seismic design, and any cited material/component design standards are current only for the governmental agency with jurisdiction over the design and construction of the proposed structure at the time the report was published. Some information utilized in the structural calculations may have been received from outside sources such as third party site development coordinators, geotechnical engineering reports, pre-engineered component manufacturers, existing drawings, or engineering/trade organizations. NEC is not responsible for the accuracy and/or changes to any information utilized herein as provided by outside sources. • October 13, 2014 T -Mobile 2008 McGaw Ave. Irvine, CA 92614 G NATIONAL ENGINEERING &CONSULTING, INC RE: Structural Analysis Conclusion for Antenna Modernization Site # IE04420A, Imperial Irrigation, 81606 58th Ave., La Quinta CA 92253. To Whom It May Concern, Antenna Mount Analysis: PASS Pursuant to your request we have completed an analysis to replace the existing antenna mount for the installation of the proposed and existing equipment at the above referenced site. Based on the structural analysis completed by National Engineering & Consulting, Inc., (NEC), the existing antenna mounts must be replaced with Valmont Site Pro 1 Part No. USF10-396-U. With this modification, all three sectors are structurally acceptable to support the final antenna layout as follows: Existing EauiDment (Per Sector — 3 Sectors) • (2) Ericsson Air 21 Antenna - 91 lb.'s E.A. Proposed Equipment (Per Sector — 3 Sectors) • (1) Kathrein 80010766 Antenna — 58.4 lb.'s E.A. • (1) Ericsson RRU's-11 — 55.0 lb.'s E.A. • Misc. cabling (assumed maximum weight 1.3 plf). This structural analysis is limited to the free standing tower antenna mounts at rad center of 74'-0". The capacity of the existing tower is not included in this structural review and is the responsibility of others to determine whether there is sufficient capacity in the base structure. Furthermore, this analysis is limited to T -Mobile equipment as listed above and the attached specifications. The final antenna layout must be installed as shown on detail "2/A-4" of the current set of NEC's drawings. Please refer to the attached calculations and equipment specifications for additional information. If you should have any further comments or questions, please contact us at your convenience. Thank you, DEC 31, 2014 Michael O'Brien, S.E. National Engineering & Consulting, Inc. 27 ORCHARD LAKE FOREST, CA 92630 PHONE: (949) 716-9990 FAx: (949) 716-9997 NATIO AL ENGINEERING 6 CONSULTING, INC JOB NAME. Imperial Irrigation JOB NO: IE04420A SHEET NO: G - 1 ENGINEER: EG DATE: OCT'14 ANALYSIS: General Design Criteria I. Code A. Design based on California Building Code, 2013 Edition. II. Lateral Loads Seismic Design Category D linked Wind 110 mph - Exposure C linked III. Allowable Stresses for New Materials A. Structural Masonry Walls........................................................................f'm = 1,500 psi B. Concrete Grade Beams and Footings ........................................... f'c = 2,500 psi at 28 Days Slab on grade............................................................ f 'c = 2,500 psi at 28 Days C. Reinforcing Steel Slabs & Footings................................................................. ASTM A615, Fy = 60 ksi WeldedBars........................................................................ ASTM A706, Fy = 60 ksi D. Structural Steel Structural Shapes (W, M, etc.) ............................................ ASTM A992, Fy = 50 ksi Tubes.................................................................................. ASTM A500, Fy = 46 ksi Miscellaneous...................................................................... ASTM A36, Fy = 36 ksi Pipe..................................................................................... ASTM A53, Fy = 35 ksi E. Timber Sawn Lumber............................................................. Douglas Fir Larch #2 Glued Laminated Lumber ............................................. Not Applicable F. Soil Based On Report By: N;\ 10/13/2011\—PROJECTS\Sequoia\T-Mobile L700\IE04420A\Structural\IE04420A Antenna Mount Analysis 2014.10.13General Design Maps Summary Report • http://ehp I -earthquak0e. cr.usgs.gov/designmaps/us/summary.php?templa... Et= Design Maps Summary Report G-2 User -Specified Input Report Title Imperial Irrigation (IE04420A) Mon October 13, 2014 20:17:29 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.629730N, 116.2391°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 2mi S000m 'Mack 14ounWn 4 !` OLa Quinta !SdiSiNOU / -1 ! myon Pines rMoJnm,l v„ .,r r mapque-st USGS-Provided Output Caachella OThermal Q N 0 R 'TJ M ERICA' 0Valefle 020141 O MapQuest SS = 1.500 g SMS = 1.500 g SDs = 1.000 g SI = 0.630 g SM1 = 0.945 g SDI = 0.630 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCE,t Response Spectrum 1,65-- 1.50- 1.35-- 1,20-- 1,05-- 0.90-- 6-1 .651.501.351.201.050.90iA 0.75 0.60 0.45 0.30 0.15 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period. T (Sec) Design Response Spectrum 1.10- 0.99- 0.99-- 0.77-- 0.55- 0.44 .100.990.880.7T0.550.44 0.33 0.22 0.11 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. I of 1 10/13/2014 1:18 PM Imperial Irrigation IE04420A OCT '14 EG Antenna Mount Analysis for Wind and Seismic Loads • i NNATIONAL ENGINEERING 6 C,,)NSULTING, INC JOB NAME Imperial Irrigation JOB NO: IE04420A SHEET E- I ENGINEER: EG DATE: CICT'14 ANALYSIS: LATERAL Design Summary Dashboard Seismic Comoarison Ss 1.5 S1 0.63 SDS 1.000 z attachment 75.0 ft h roof 75 ft Rp Ip 1.00 2.50 linked ap 1.00 linked Fp 0.48 W p Fpmax 1.6 Fpmin 0.3 0.48 Strength 0.48 Allowable 0.343 W Governing Wind Design Criteria Type of Installation: Wind Rooftop Equip >60 ft Wind Pressure: 110 mph Wind Exposure Exposure C Wind Pressure for exterior: 63.0 psf Interior Wind Pressure: NA psf Governing Wind Pressure for Site: 63.0 psf ASD Level 37.8 psf 10/13/2014 IE04420A Antenna Mount Analysis 2014.10.13/Dashboard ENATIONAP ENGINEERING S CONSULTING, INC JOB NAME Imperial Irrigation JOB NO: IE04420A SHEET NO: E-2 ENGINEER. EG DATE: OCT X14 ANALYSIS: Lateral calc'ed F. = 1.00 Seismic Design Criteria - Equipment Per 2013 CBC (ASCE 7-10 Section 13.3) Seismic Base Shear per IBC 2012 Sections 1613-1615 Ss = 1.500 S, = 0.630 Soil Site Class = D calc'ed F. = 1.00 calc'ed Fv = 15� Sms= FaSs = 1.50 SMS = FvSj = 0.95 Sos = 2/3 SMs = 1.000 SDI = 2/3 SMS = 0.630 Occupancy Category = II Seismic Design Category = D Description Reference Spectral acceleration short period IBC 2012 Figure 1613.5(1) Spectral acceleration 1 sec period IBC 2012 Figure 1613.5(2) Soil Profile Type default Site coefficient, Site Class D IBC 2012Table 1613.5.3(1) Site coefficient, Site Class D IBC 2012 Table 1613.5.3(2) Short period max spectral response 1 sec period max spectral response Design short period max spectral response IBC 2012 EQ. 16-39 Design 1 sec period max spectral response IBC 2012 EQ. 16-40 Typical ASCE 7 Table 1-1 ASCE 7 TableS 11.6-1 and 11.6-2 Seismic Load to Archtectural, Mechanical & Electrical Components per IBC Section 1613 ap = 1.00 Seismic Factor - Flexible Rp = 2.50 Overstrength Factor Ip = 1.00 Importance Factor z = 75 ft Height of element h = 75 ft Height of roof FPMax = 1.6SDs Ip = 1.60 W p Maximum Seismic Force FPMin = 0.3SDs Ip = 0.30 Wp Minimum Seismic Force Fp = 0.4Sos Ip ap / Rp' (1+2 z/h) = 0.48 Wp Design Seismic Force to Wall Design Force Fp = 0.480 Wp Governs 0.48 x SDs x Ip xWp Table13.6-1 Table13.6-1 ASCE 7 Section 13.1.3 linked linked ASCE Equation 13.3-2 ASCE Equation 13.3-3 ASCE Equation 13.3-1 Allowable = 0.343 W 'Note - All seismic coefficients are ULTIMATE and must be divided by a factor of 1.4 for Allowable Stress Design. 10/13/2014 IE04420A Antenna Mount Analysis 2014.10.13Seismic Equip ONATIONA- ENGINEERING 6 CONSULTING, INC JOB NAME: Imperial Irrigation JOB NO: IE04420A SHEET NO: E-3 ENGINEER: EG DATE: OCT '14 ANALYSIS: Lateral Wind Design Loads - Roof Top Equipment > 60 feet Per 2013 CBC (ASCE 7-10 Chapter 30) Design Parameters Design Wind Speed Exposure Equipment Elevation above Ground Level Velocity Pressure Exposure Coefficient Wind Directionality Factor Topographic Factor Effective Wind Area of element Velocity Pressure Building Base Height < 60 ft Design Wind Pressure on Other Structures 110 mph Exposure C Section 26.7 75 ft Kz: 1.19 Table 30.3-1 calc'ed Kd: 0.90 Table 26.6-1 Kzt: 1.00 Section 26.8 Af: 8 sf qh:=psf Section 30.3.2 GCr: 1.90 B: 100 ft h: 75 ft F: 63.0 psf Bh 7500 ft^2 Ratio Af/Bh 0 OK 10/13/2014 IE04420A Antenna Mount Analysis 2014.10.13/Wind Rooftop Equip > 60 ft ENATIONAL ENGINEERING G CONSULTING, INC X1 Av\�MAcO� w 91 1110, S, tr i w� d L, 00113 i ✓1 c _ Note: Wind governs over seismic by inspection. ' �, cy. I A.i, 21 4 -1 w) (6 ° usee, �,\ekeC Trat �r�;�Qc�;�y ch-Qck-. 27 Orchard, Suite 200 Lake Forest, CA 92630 Phone (949) 716-9990 Fax (949) 716-9997 JOB NO: SHEET NO: E-4 ENGINEER: E.G. DATE: OCT '14 JOB NAME: ANALYSIS: D S@r� C1� t- � i X1 Av\�MAcO� w 91 1110, S, tr i w� d L, 00113 i ✓1 c _ Note: Wind governs over seismic by inspection. ' �, cy. I A.i, 21 4 -1 w) (6 ° usee, �,\ekeC Trat �r�;�Qc�;�y ch-Qck-. 27 Orchard, Suite 200 Lake Forest, CA 92630 Phone (949) 716-9990 Fax (949) 716-9997 0 E-5 • Y -.136k 1, Z x. -.25k ice/ / -.12k -.12k -,3 i Loads: LC 1, 1.2DL+1.OW Results for LC 1, 1.2DL+1.OW 1 Oct 13, 2014 at 1:57 PM Antenna Mount Mount Analysis.r3d • • E-6 Company Oct 13, 2014 Designer 1:53 PM ,lob Number Checked By: Hot Rolled Steel Properties I ahel F rksil G rksil Nu Therm ME.nensitvrk/ft__ Yieldrksil Rv Furksil Rt 1 A36 Gr.36 29000 11154 .3 .6 36 1.558 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 1 65 1.1 3 A992 I 29000 11154 .3 .65 .49 50 1 1.1 65 1 1.1 4 I A500 Gr.42 29000 11154 .3 .65 .49 1 42 1 1.4 58 1 1.3 5 A500 Gr.46 29000 I 11154 .3 I .65 .49 1 46 1 1.4 I 58 1 1.3 6 A53 Gr. B I 29000 11154 .3 .65 .49 1 35 1 1.5 60 1 1.2 Member Primary Data tahel I.1nint .1 .hint K.Inint RntateL_ Ser:tinn/Shane Tvne Desian List Material Design Rules 1 M1N1 .T N2 PIPE 3.0 Coiu. Pie A53 Gr. BT�ical Mil 2 M2 I N3 I N4 I PIPE 2.0 Z Pie A53 Gr. B Typical M4 3 M3 N5 N6 I PIPE 2.0 -Beaml Beam Pie A53 Gr. B Typical 4 M4 N17 I N8 PIPE 2.0 Beaml Pie A53 Gr. B Typical 1 5 1 M5 I N9 I N20 I PIPE 2.0 IBeaml Pie I A53 Gr. B Typical 6 M6 N11 N22 PIPE 2.0 Beaml Pie A53 Gr. B Typical 7 M7 N13 N14 HSS3X3X4 Beam S uareTube I A500 Gr.46 T ical 8 M8 N15 N16 HSS3X3X4 Beam S uareTube A500 Gr.46 Typical 9 M9 I N17 I N18 PIPE 2.0 Beam Pie A53 Gr. B T ical 10 M10 I N18 N7 PIPE 2.0 Beam Pie I A53 Gr. B TyDical 11 M11 I N20 N19 I I I PIPE 2.0 Beaml Pie I A53 Gr. B I Typical 12 M12 I N19 N10 I I PIPE 2.0 113eaml Pie I A53 Gr. B Typical 13 M13 I N22 N21 I I PIPE 2.0 lBeaml Pie I A53 Gr. B T ical 14 M14 N21 N12 I I PIPE 2.0 113eaml Pie I A53 Gr. B TVDical Joint Loads and Enforced Displacements (BLC 2: Dead Load) Member Point Loads (BLC I: Wind) Member Label Direction Maonituderk.k-ftl Lncatinnrft_%1 1 I M10 Z --.25 - + - %80~ � 2 Mil Z -.3 %50 3 M13 Z -.3 %50 4 M4 Z -.25 %80 5 M9 Z -.126 %50 Basic Load Cases Load Combinations Desai tion Solve PDelta SRSS BLC Fact..BLCFact... BLC Fact... BLC Fact.. BLC Fact..BLC Fact..BLC Fact..BLC Fact ... 1 1.2DL+1.OW Yes Y T- DL 1.2 WL i---[= RISA -31) Version 9.1.1 [NA ... \Sequoia\T-Mobile 1-700\IE04420A\Structural\Mount Analysis.r3d] Page 1 0 E-7 Company Oct 13, 2014 Designer 1:53 PM Job Number Checked By: Member RISC 13th(360-05): LRFD Steel Code Checks 1 r MPmhar Shanty 11(^ May 1 nrrftl Shear IIC I nrrftl nir nhi'Pnrfkl nhi•Pnt__nhi•Mn___ nhi•MroCh Enn 1 1 M1 PIPE 3.0 .032 3.826 1 .008 1.86SI 1 58.155 165.52 5.749 5.749 1.714 H1 -1b 1 2 1 M2 PIPE -2.0 .723 5.25 1 .107 15.25 1 8.922 1 31.5 1 1.872 1.872 1.805 H1 -1b 3 111 M3 PIPE -2.0 .734 5.25 .107 15.251 8.922 31.5 11.872 1 1.872 1.805 H1 -1b 4 11 1 M4 PIPE 2.0 .267 0 I .026 1 0 1 1 29.269 31.5 11.872 1.872 1 I H1 -1b I 5 111 M5 PIPE 2.01 .002 2.5 1 .000 1 0 I 1 29.2691 31.5 1.8721 1.872 11.667 H1 -1b 6 1 1 M6 PIPE -2-01 03 2.5 1 .000 1 0 29.269 31.5 1.872 1 1.872 1.667 H1 -1b 7 11 M7 HSs3x3..! 099 1.583 .014 11.583 99.054 101.016 8.556 8.556 12.22 H1 -1b 8 1 M8 HSS3X3... .106 1.583 .012 1.583 99.054 101.016 8.556 8.556 2.195 H1 -1b 9 1 1 M9 IPIPE _2.0 .230 3 .016 1 1.5 28.338 1 31.5 1.872 1.872 12.272 H1 -1b 10 11 1 M10 IIPE 2.01 .271 0 1 .027 1 0 29.2691 31.5 1.872 1.872 1 1.667 I H1 -1b 111 11 1 M11 IPIPE_2.01 .089 1 1.5 1 .020 1 1.5 1 128.3381 31.5 1.8721 1.872 12.2721 H1 -1b 12 11 1 M12 I PIPE -2.0 .000 1 0 1 .000 1 0 1 29.269 1 31.5 1.872 1 1.872 1 1 1 H1 -1b 13 111 M13 I PIPE -2.0 .112 1 1.5 1 .020 1 1.5 128.338 1 31.5 11.872 1 1.872 12.273 1 H1 -1b 14 111 M14 IPIPIE _2.0 .000 1 0 1 .000 1 0 1 129.269 1 31.5 11.872 1 1.872 1 1 1 H1 -1b RISA -3D Version 9.1.1 [NA ... \Sequoia\T-Mobile L700\IE04420A\Structural\Mount Analysis.r3d] Page 2 K2 X2 K2 X2 X2 X2 • DETAIL E X2 X2 ITEM I QTY I PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 I 1 2P8G 24" PIPE MOUNT STANDOFF ARM 71.96 71.96 2 1 CFM UPPER GATE FOOT WELDMENT 13.90 13.-0 3 1 CFS LOWER GATE FOOT WELDMENT 12.72 12.72 4 2 A1205 112" x 5"A325 HDG BOLT 5 in. 0.34 0.69 5 112 G12LW 112" HDG LOCKWASHER 0.01 1.56 6 2 Al2NUT 1/2" HDG A325 HEX NUT 0.07 0.14 7 110 G12NUT 1/2" HDG HEAVY 2H HEX NUT 0.07 7.87 8 8 G12R-12 112"x 12" THREADED ROD (HDG.) 0.35 2.81 8 8 G12R-15 112"x 15" THREADED ROD (HDG.) 0.84 6.69 9 2 GBB GATE BACKING BAR 4.53 9.06 10 2 SCX4 CROSSOVER PLATE 8.500 In 6.02 12.04 11 4 X-UB1358 112"X 3-518"X 5.112" X 3- U -BOLT (HDG.) 0.66 2.63 12 96 G12FW 1/2" HDG USS FLATWASHER 0.03 3.27 13 2 P2126 2.3/8" OD X 126" SCH 40 GALVANIZED PIPE 126 40.37 80.74 14 4 X-UB1300 112' X 3" X 5" X 2" U -BOLT (MDG.) 0.66 2.63 15 2 A B C D 16 8 SCX1 CROSSOVER PLATE 2-318" X 2-318" 3.71 29.67 17 2 P2150 2-318' OD X 150" SCH 40 GALVANIZED PIPE 150.0000 In 48.06 96.11 18 32 X-UB1212 112" X 2-112" X 4-1/2" X 2" U -BOLT (HDG.) 0.63 20.00 19 2 X-STA3 STIFF ARM ANGLE BRACKET 2.500 in 1.39 2.78 20 4 X-STU STIFF ARM CHANNEL BRACKET 1.37 5.49 21 2 SAM STIFF ARM MOUNT CLAMP 0.77 1.54 22 2 ACP 4.1116' CLAMP HALF, 114" TMK. 0.65 1.31 23 4 G1203 112" x 3" HDG HEX BOLT GRS FULL THREAD 3 0.22 0.87 24 2 G12112 112" x 1-1/2" HDG HEX BOLT GRS 1112 0.15 0.30 25 2 G58112 518" x 1-112" HDG BOLT 1.5 0.25 0.49 26 2 G58LW 518"HDGLOCKWASHER 0.03 0.05 27 2 G58NUT 518" HDG HEAVY 2H HEX NUT 0.13 1 0.26 28 4 G12R-10 112" x 10" THREADED ROD (HDG.) 0.35 1.41 TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND OAS CUT EDGES 00.0.407 DRILLED AND GAB CUT HOLES (20.0307 - NO CONING OF HOLES LASER CUT EDGES AND HOLES 120.0107 - NO CONING OF HOLES BENDS ARE 2112 DEGREE ALL OTHER MACHINING (S 0.0307 ALL OTHER ASSEMBLY (Y 0.0807 DESCRIPTION [M Y L -111-1:k. New erx, NY ULTIMATE SECTOR FRAME E"Blaea.m° ADanb, OA 10'-6" FACE WIDTH 1 &8&753.7446 PymauUb. CA Salem, OR A Yelnaet��D Dallas. rx D NO. DRAWN BY ENG. APPROVAL PART NO, 5001 CEK 411212011 SEE "ASSEMBLY NO." o ; ISS BUB DRAWING USAGE CHECKED BY OWG, NO. T m 1 01 CUSTOMER BMC 4128/2011 USF 10-3XX-U N' • L 0 126" 63" �ADJUSTAIBE� TYP. TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND OAS CUT EDGES (3 0.090' DRILLED AND GAS CUT HOLES (10.030-) - NO CONING OF HOLES LASER CUT EDGES AND HOLES (. 0.0107 - NO CONING OF HOLES SENDS ARE 3 1R DEGREE ALL OTHER MACHINING 120.030-) ALL OTHER ASSEMBLY (s 0.0007 29 518" DESCRIPTION ULTIMATE SECTOR FRAME 10'-6" FACE WIDTH D NO.DRAWN BY 5001 CEK 4/12/2011 CUSTOMER I BMC 4/2812011 Naw Yorw, NY Engineering ADenb, GA Suppwi Teem: Lee Angel.,, CA 1-988-753-7446 P"-ffi,IN Seb111, OR A Y9IRI11,11I 1V"'MM"NI DWbs, T% SEE "ASSEMBLY NO." N O 's Dwc. No. T m USF10-3XX-U P T • •Mobile 0 E04420A IMPERIAL IRRIGATION ©2014 Google Maps 81 606 58TH AVENUE LA QUINTA CA 92253 • i ARTISTIC engineering AEsims com 8779AE sims ACCURACY OF PHOTO SIMULATION BASED UPON INFORMATION PROVIDED BY PROJECT APPLICANT. T • •Mobile E0442 OA IMPERIAL IRRIGATION 8 1 606 58TH AVENUE LA QUINTA CA 92253 ARTISTIC engineering AEsims.com 877.9AE.sims ACCURACY OF PHOTO SIMULATION BASED UPON INFORMATION PROVIDED BY PROJECT APPLICANT. I E 0 4 4 2 0 A ARTISTIC • engineering • ' ' ' O 1 e ■ IMPERIAL IRRIGATION AEsimscom 877 9AE sims S 1 606 58TH AVENUE LA QUINTA CA 92253 ACCURACY OF PHOTO SIMULATION BASED UPON INFORMATION PROVIDED BY PROJECT APPLICANT. CODE COMPLIANCE 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA TITLE 24 2013 CALIFORNIA ELECTRIC CODE 2013 CALIFORNIA FIRE CODE ANSI/TIA-222-0 OR LATEST EDITION 2013 CALIFORNIA RESIDENTIAL CODE LOCAL CODES AND AMENDMENTS 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA PLUMBING CODE GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW. WDIALTOLl LREE81 AT LEAST — WGW(ING DAri BEFORE YOII Do u51 NORM UNOEROROUNO SC1NKf AtfPi ARMNG C4irORNN .WO NFVeW APN #: T.B.D. R ZONING JURISDICTION: CITY OF A lQUINTA CURRENT ZONING: MC (MAJOR COMM. FACILITY) POWER COMPANY: SCE (800) 427-2000 TELCO COMPANY: AT&T (800) 222-0400 OCCUPANCY: U-2 PROJECT TEAM PROJECT MANAGER: T -MOBILE 2008 McCAW AVENUE IRVINE, CA 92614 CONTACT: DUAN DAO PHONE (949) 567-6815 ZONING. SEQUOIA DEPLOYMENT SERVICES, INC. 22471 ASPAN, SUITE 0290 LAKE FOREST, CA 92630 CONTACT: MELISSA SAMARIN PHONE: (562) 485-1944 EMAIL: melissa.samorinOsequoia-ds.com RF ENGINEER: T -MOBILE 2008 McGAW AVENUE IRVINE, CA 92614 CONTACT: RAHUL ARORA PHONE: (617) 763-6218 ENGINEERING: NATIONAL ENGINEERING & CONSULTING. INC. 27 ORCHARD LAKE FOREST, CA 92630 PHONE: (949) 716-9990 FAX: (949) 716-9997 SITE ACQUISITION: SEQUOIA DEPLOYMENT SERVICES. INC. 2247 1 ASPAN, SUITE 0290 LAKE FOREST, CA 92630 CONTACT: ERIC CHEUNG PHONE: (949) 874-0386 FAX: (949) 753-7204 EMAIL: ario.MeungOsaquoia-ds.com. FILE COPY T • •Mobile 09 Stick Together ff IE04420A IMPERIAL IRRIGATION r_ fa PROJECT TYPE:' NETWORK MODERNIZATIONS `ze v \ CEIVED PROJECT ADDRESS: EC 0 12014 81606 58TH AVENUE ? �S Til r of LA Ql,INTE, LA (QUI NTA CA 92253 �c t z IITY DEVELOPMENT � � CC � ui VICINITY MAP SITE INFORMATION PROPERTY OWNER: IMPERIAL IRRIGATION DISTRICT ADDRESS: 81606 58TH AVENUE T-3 LA QUINTA, CA 92253 CONTACT: TONY ALLEGRANZA PHONE: (760) 345-2626 APPLICANT: T -MOBILE ADDRESS: 2008 McGAW AVENUE A-3 IRVINE, CA 92614 A-4 CONTACT: DUAN DAO A-5 PHONE: (949) 567-6815 APPLICANT REPRESENTATIVE: SEQUOIA DEPLOYMENT SERVICES, INC. ADDRESS: 22471 ASPAN. SUITE /290 JARCHITECTURAL ELEVATIONS LAKE FOREST, CA 92630 ARCHITECTURAL DETAILS CONTACT: ERIC CHEUNG PHONE: (949) 874-0386 SINGLE LINE DIAGRAM, ELECTRICAL NOTES AND SPECIFICATIONS FAX: (949) 753-7204 ELECTRICAL DETAILS EMAIL: eKc.Cheung0s quolo-ds.com LATITUDE (NAD 83): 33.62986321 N. LONGITUDE (NAD 83): -116.23905100 W. APN #: T.B.D. R ZONING JURISDICTION: CITY OF A lQUINTA CURRENT ZONING: MC (MAJOR COMM. FACILITY) POWER COMPANY: SCE (800) 427-2000 TELCO COMPANY: AT&T (800) 222-0400 OCCUPANCY: U-2 PROJECT TEAM PROJECT MANAGER: T -MOBILE 2008 McCAW AVENUE IRVINE, CA 92614 CONTACT: DUAN DAO PHONE (949) 567-6815 ZONING. SEQUOIA DEPLOYMENT SERVICES, INC. 22471 ASPAN, SUITE 0290 LAKE FOREST, CA 92630 CONTACT: MELISSA SAMARIN PHONE: (562) 485-1944 EMAIL: melissa.samorinOsequoia-ds.com RF ENGINEER: T -MOBILE 2008 McGAW AVENUE IRVINE, CA 92614 CONTACT: RAHUL ARORA PHONE: (617) 763-6218 ENGINEERING: NATIONAL ENGINEERING & CONSULTING. INC. 27 ORCHARD LAKE FOREST, CA 92630 PHONE: (949) 716-9990 FAX: (949) 716-9997 SITE ACQUISITION: SEQUOIA DEPLOYMENT SERVICES. INC. 2247 1 ASPAN, SUITE 0290 LAKE FOREST, CA 92630 CONTACT: ERIC CHEUNG PHONE: (949) 874-0386 FAX: (949) 753-7204 EMAIL: ario.MeungOsaquoia-ds.com. FILE COPY T • •Mobile 09 Stick Together ff IE04420A IMPERIAL IRRIGATION r_ fa PROJECT TYPE:' NETWORK MODERNIZATIONS `ze v \ CEIVED PROJECT ADDRESS: EC 0 12014 81606 58TH AVENUE ? �S Til r of LA Ql,INTE, LA (QUI NTA CA 92253 �c t z IITY DEVELOPMENT � � CC � ui VICINITY MAP DRAWING INDEX SHEET NO: T-1 9.OFNF Ie T-2 GENERAL NOTES & SPECIFICATIONS T-3 GENERAL NOTES & SPECIFICATIONS T-4 GENERAL NOTES & SPECIFICATIONS A-1 SITE PLAN A-2 ENLARGED SITE PLAN A-3 EQUIPMENT LAYOUT PUN A-4 EXISTING AND PROPOSED ANTENNA LAYOUT PLANS A-5 N•r AU Rv,ttT. r S A-6 ARCHITECTURAL ELEVATIONS A-7 JARCHITECTURAL ELEVATIONS O ARCHITECTURAL DETAILS E-1 SINGLE LINE DIAGRAM, ELECTRICAL NOTES AND SPECIFICATIONS "i. ELECTRICAL DETAILS ,� 57115 Hansan3l i • •�F.wrA,Aelws.. w D«*wew Ave a.m'»i,e wr snae _ re.av X 1•dM an ` • 5 -"r"` T NORTH NO SCALE DRIVING DIRECTIONS DIRECTIONS FROM T -MOBILE IRVINE OFFICE: 1. HEAD SOUTHEAST ON MCGAW AVE 2. TURN LEFT ONTO JAMBOREE RD 3. CONTINUE ONTO CA -261N. TOLL ROAD 4. MERGE ONTO CA -241 N. TOLL ROAD 5. KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR CA -91 E/RIVERSIDE AND MERGE ONTO CA -91 E. PARTIAL TOLL ROAD 6. TAKE THE CA -60 E/1-215 S EXIT TOWARD SAN DIEGO/INDIO 7. MERGE ONTO CA -60 E 8. CONTINUE ONTO CA -60 E/1-215 S 9. KEEP LEFT TO CONTINUE ON CA -60 E 10. MERGE ONTO 1-10 E 11. TAKE THE MONROE ST EXIT TOWARD CENTRAL INDIO 12. TURN RIGHT ONTO MONROE ST (SIGNS FOR CENTRAL INDIO/FAIRGROUNDS) 13. TURN RIGHT ONTO 58TH AVE DESTINATION WILL BE ON THE RIGHT: 81606 58TH AVE. LA QUINTA, CA 92253 CONSTRUCTION DRAWING 11 USING II"X17" PLOT, DRAWINGS WILL BE HALF SCALE I APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR MODIFICATIONS. T -MOBILE RF ENGINEER: T -MOBILE OPERATIONS: SITE ACQUISITION MANAGER: PROJECT MANAGER: ZONING VENDOR: LEASING VENDOR: CONSTRUCTION MANAGER: A/E MANAGER: PROPERTY OWNER: _ PROJECT DESCRIPTION T -MOBILE PROPOSES (3) ANTENNAS TO EXISTING TELECOMMUNICATIONS FAC'ILTY, THE SCOPE WILL CONSIST OF THE FOLLOWING: • REMOVED AND REPLACED EXISTING T -MOBILE ANTENNA MOUNTING ARM. • RELOCATE (6) EXISTING T -MOBILE AIR -21 PANEL ANTENNAS TO NEW PROPOSED ANTENNA MOUNTING ARM • PROPOSED (3) NEW T -MOBILE 8' KATHREIN PANEL ANTENNAS. • INSTALL (1) NEW T -MOBILE (908) HYBRID FIBER/POWER CABLE. • INSTALL (3) NEW T -MOBILE 8mm RET JUMPER CABLES. • INSTALL (3) NEW T -MOBILE RRUS11812. (1) PER SECTOR. • REMOVE (1) EXISTING DUL20 AND REPLACE WITH NEW DUS41 PROJECT NOTICE THE MODIFICATION IS AN "ELIGIBLE FACILITIES REQUEST" AS DEFINED IN SECTION 6409(x) OF THE MIDDLE CLASS TAX RELIEF AND JOB CREATION ACT OF 2012. DO NOT SCALE DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON ^IE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. T • •Mobile -- Stick Together 2008 MCGAVV AVENUE IRVINE, CA 92614 rPLANS PREPARED BY: I■ NATIONAL ENGINEERING 8 CONSULTING, INC c�racranwo. ulcE F.esT. c.. >3�.sao •.>+otiE te+91 e.saeo Fo..x: nx.el>Re-seer C E9 DEPLOYMENT SERVICES, TNG. 22111 ASIAN STREET, SIE 290 LAKE FOREST, CA 92630 10/01/14 1 90% CONSTRUCTION I NT 2 10/15/14 100% CONSTRUCTION I EVE INFORMATION: IE04420A IMPERIAL IRRIGATION 81606 58TH AVENUE LA QUINTA, CA 92253 rRaFEsa0 O�& FLP rsal.mw SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 DRAWING INDEX SHEET NO: T-1 SHEET TITLE TITLE SHEET T-2 GENERAL NOTES & SPECIFICATIONS T-3 GENERAL NOTES & SPECIFICATIONS T-4 GENERAL NOTES & SPECIFICATIONS A-1 SITE PLAN A-2 ENLARGED SITE PLAN A-3 EQUIPMENT LAYOUT PUN A-4 EXISTING AND PROPOSED ANTENNA LAYOUT PLANS A-5 ARCHITECTURAL ELEVATIONS A-6 ARCHITECTURAL ELEVATIONS A-7 JARCHITECTURAL ELEVATIONS A-8 ARCHITECTURAL DETAILS E-1 SINGLE LINE DIAGRAM, ELECTRICAL NOTES AND SPECIFICATIONS E-2 ELECTRICAL DETAILS DO NOT SCALE DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON ^IE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. T • •Mobile -- Stick Together 2008 MCGAVV AVENUE IRVINE, CA 92614 rPLANS PREPARED BY: I■ NATIONAL ENGINEERING 8 CONSULTING, INC c�racranwo. ulcE F.esT. c.. >3�.sao •.>+otiE te+91 e.saeo Fo..x: nx.el>Re-seer C E9 DEPLOYMENT SERVICES, TNG. 22111 ASIAN STREET, SIE 290 LAKE FOREST, CA 92630 10/01/14 1 90% CONSTRUCTION I NT 2 10/15/14 100% CONSTRUCTION I EVE INFORMATION: IE04420A IMPERIAL IRRIGATION 81606 58TH AVENUE LA QUINTA, CA 92253 rRaFEsa0 O�& FLP rsal.mw SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 AB ANCHOR BOLT AC ASPHALTIC CONCRI: It: AAIR CONDITIONING AC ADJUSTABLE A.F.F. ABOVE FINISH FLOOR ARCH ARCHITECTURAL APPROX APPROXIMATELY A.G.L. ABOVE GRADE LEVEL A.M.S.L. ABOVE MEAN SEA LEVEL BD BOARD BLDG BUILDING BLKG BLOCKING BOT BOTTOM BSMT BASEMENT BTS BASE TRANSCEIVER GL STATION C COURSE S ( ) CEM CEMENT CL CHAIN LINK CLC CEILING COR CLEAR COL COLUMN CONE CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CO CONDUIT ONLY DIA DIAMETER DBL DOUBLE DEPT DEPARTMENT DEMO DEMOLITION DIM DIMENSION ON DOWN DR DOOR DTL DETAIL DWG DRAWING EA) EACHING ELEC ELECTRIC ELEV ELEVATION EQUIP EQUIPMENT EXP EXPANSION EXT EXTERIOR FA FIRE ALARM FB FLAT BAR FF FINISH FLOOR FH FLAT HEAD FIN FINISH(ED) FLR FLOOR FOS FACE OF STUDS FS FINISH SURFACE FT FOOT, FEET FTC FOOTING FW FINISH WALL F.G. FNSH GRADE FLIT FUTURE GA GAUGE GALV GALVANIZED GL GLASS GR GRADE GYPGYPSUM NOT TO SCALE GFCI GROUND FAULT CIRCUIT 0. C. INTERRUPT GNO GROUND HC HOLLOW CORE HOW HARDWARE HTR HEATER HM HOLLOW METAL MAT MATERIAL HR HOHORIZONTAL HOUR HSS HOLLOW STRUCTURAL MIN SECTION HT HEIGHT HV HIGH VOLTAGE ID INSIDE DIMENSION NS NSULATION INT INTERIOR JI JOINT LAM LAMINATED LBS POUNDS LT LIGHT LA LIGHTNING ARRESTOR LNA LOW NOISE AMPLIFIER MFR MANUFACTURER MAT MATERIAL MAX MAXIMUM MECH ICAL MIN MINIMUM MISC MISCELLANEOUS ML METAL LATH MO MASONRY OPENING MS MACHINE SCREW MTD MOUNTED M T METAL ))L NN + C NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OA OVERALL 0. C. ON CENTER OPNG OPENING OPP OPPOSITE PARIN PARTITION PL PLAT E PLAS PLASTER PLYWO PLYWOOD POC POINT OF CONNECTION PROP PROPER FY PT PRESSURE TREATED R RISER RFOD REQUIRED RD ROOF DRAIN RM ROOM RMS ROOMS RO ROUCH OPENING SC SOLID CORE SCHED SCHEDULE SECT SECTION SHT SHEET SIM SIMILAR SPECS SPECIFICATIONS SS STAINLESS STEEL STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SW SWITCH SWBO SWTCHBOARD THK THICK TI TENANT IMPROVEMENT TMA TOWER MOUNTED AMPLIFIER TOS TOP OF SURFACE IS TUBE STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VERT VERTICAL V.I.F. VERIFY IN FIELD VC VERTICAL GRAIN W WITH W WOOD WR WATER RESISTANT WT WEIGHT %FMR TRANSFORMER AT C CHANNEL q CENTERLINE L ANGLE R PROPERTY LINE SYMBOLS: SECTION NUMBER x � X - SHEET NUMBER DETAIL NUMBER x X - SHEET NUMBER SECTION NUMBER X X- SHEET NUMBER TDETAIL NUMBER z x - SHEET NUMBER BUILDING SECTION REFERENCE DETAIL REFERENCE DETAIL SECTION REFERENCE EXTERIOR ELEVATION REFERENCE TKEY NOTE REFERENCE _ _ _ _ _ _ _ PROPERTY LINE 0 DOOR NUMBER -+-+-+- FENCING 0 AREA AND/OR ROOM NUMBER -E-E-E- ELECTRICAL SERVICE MECHANICAL UNIT -T-7-T-TELCO SERVICE X E/T - E/T - ELECTRICAL/TELCO SERVICE GENERAL 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE BUILDING CODE AND ALL OTHER GOVERNING CODES. II+ESE NOTES SHALL BE CONSIDERED A PARI OF THE WRI[TEN SPECIFICATIONS. 2. 111E CONTRACTOR SHALL NOTIFY ARCHIICCI/ENGINEER OF ANY ERRORS, OMISSIONS. OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, SPECIFICATIONS. & NOTES PRIOR TO STARTING CONSTRUCTION, INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT 10 THE AREN110N OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT/ENGINEER. 3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS. AND 10 PROIECI THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES GUS DURING EXECUTION F E G TM E E ECU ION O THE WORK. WHERE REQUIRED E EOU ED f OR THE P Pft I OCR EXECUTION N i I 0 OF HE WORK. U ILRIES SHALL BE RELOCATED AS DIRECTED DY ENGINEERS. EXTREME CAUTION SHOULD BE USED THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND NEAR UTILITIES. CONTRACTOR SHALT. PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 4. ALL. EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF IHC WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 5. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. II IS THE CONTRACTOR'S RESPONSIBILITY i0 ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SEI OF PUNS AT THE SITE FOR THE PURPOSE f U OSC O DOCUMENTING ALL AS-BUTCHANGES.R I LT REVISIONS. ADOCNDUMS, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT/MIRED DRAWINGS TO THE ARCHITECT/ENGINEER AT THE CONCLUSION OF THE PROJECT. 6THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 7. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY OWNER OR GOVF.RNINC AGENCY. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON, NOR PROVIDE DIRECTION, AS TO SAFETY PRECAUTIONS AND PROGRAMS. 9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROJECT. FURTHERMORE. THE STRUCTURE IS DESIGNED AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS. THE INVESTIGATION, DESIGN. SAFETY. ADEQUACY AND INSPECTION OF BRACING. SHORING, TEMPORARY SUPPORTS. ETC. 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS. UCENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT(S). 11. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF LOAD IMPOSED ON THE STRUCTURAL FRAMING AND STRUCTURE DURING CONSTRUCTION. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. THE CONTRACTOR SHALL ALSO RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 12. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY FRAMING, BACKING, HANGERS. BLOCKING OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS. 14. THE CONTRACTOR SHALL PROVIDE FIRE MARSHALL APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 15. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. 16. WHERE SPECIFIED. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 17. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 18. ALL DEBRIS AND REFUGE IS TO BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES. 19. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATIONS. 20. CONTRACTORS SHALL VISIT THE SITE PRIOR i0 BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF. THE HE CONTRACTOR SHALL FI VERIFY T FIELD VE HE DIMENSIONS ELEVATIONS.T E C. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTION OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SMALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. 22. REPRESENTATIONS OF TRUE NORTH. OTHER THAN THOSE FOUND ON THE PLOTT OF SURVEY DRAWING (SHEET LST), SHALL NOT BE USED i0 IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT/ ENGINEER PRIOR TO PROCEEDING WITH THE WORK. IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CML SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. 23. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT/ ENGINEER. UNAUTHORIZED CHANCES RENDERTHESE DRAWINGS VOID. THIS INCLUDES THAT THE CONTRACTOR SHALL NOT BE RELIEVED OF ANY DEVIATION FROM THE PIANS BY THE PROFESSIONAL'S OF RECORD REVIEW OF SHOP DRAWINGS. PRODUCT DATA, ETC. UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION IN WRITING AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. 24. ANY REFERENCE TO THE WORDS 'APPROVED' OR 'APPROVAL' IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB -CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 25. STAIR TREADS SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2 -INCHES WIDE AND PLACED PARALLEL TO AND NOT MORE THAN I INCH FROM THE NOSE OF THE STEP. ALL TREAD SURFACES SHALL BE SLIP RESISTANCE. NOSING SHALL NOT PROJECT MORE THAN 1-1/2 INCHES PAST THE FACE OF THE RISER BELOW. SITE PREPARATION NOTFR- 1. THE PREPARATION OF THE SITE FOR CONSTRUCTION SHALL INCLUDE THE REMOVAL- OF ALL BROKEN CONCRETE. TREE TRUNKS AND ANY OTHER DEBRIS THAT WOULD BE DAMAGING TO THE 1'OOIINGS OF THE NEW STRUCTURE. 2. ALL FOUNDATION FOOTINGS SHALL EXTEND INTO AND BEAR AGAINST NATURAL UNDISTURBED SOIL OR APPROVED COMPACTED FILL. FOOTINGS SHALL EXTEND INTO SOIL DEPTH INDICATED ON DETAILS. 3. SHOULD ANY LOOSE FILL. EXPANSIVE SOIL. GROUND WATER OR ANY OTHER DANGEROUS CONDITIONS BE ENCOUNTERED DURING THE EXCAVATION FOR THE NEW FOUNDATION, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED AND ALL FOUNDATION WORK SHALL CEASE IMMEDIATELY. 4. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OR UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. 5. PROOFROLL THE SURFACE OF THE EXPOSED S WITH A LOADED TA NOE M AXLE DUMP TRUCK. REMOVE ALL SOILS WHICH PUMP OR DO NOT COMPACT PROPERLY AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. 6. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 8' LOOSE LIFTS AND THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-698. COMPACT TO A MINIMUM OF 90% RELATIVE COMPACTION. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO PONDING OCCURS AFTER THESE RECOMMENDATIONS ARE APPROVED BY THE ARCHITECT/ENGIENEER. 7. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALT. PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED 70 THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. S. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND i0 PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. SUBMITTALS SUBMITTALS: SUBMITTALS FOR SHOP DRAWINGS. MILL TESTS. PRODUCT DATA. EIC. FOR ITEMS DESIGNED 13Y THE ARCHITECT/ ENGINEER OF RECORD STIALL BE MADE TO THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE SUBMITTAL BEFORE FORWARDING TO THE ARCHITECT. SUBMITTALS SHALL BE MADE IN TIMETO PROVIDE A TWO-WEEK REVIEW PERIOD FOR THE ARCHITECT/ ENGINEER. SUBMIT IALS REQUIRED FOR EACH SECIION OF THESE NOTES ARE SPECIFIED IN THAT SECTION. SHOP DRAWING REVIEW REVIEW BY THE ARCHITECT/ENGINEER IS FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NOR DEPARTURES THEREFROM. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY. FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS. FOR SELECTING FABRICATION PROCESSES, ETC. WHEN SHOP DRAWINGS DIFFER FROM OR ADD TO THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS THEY SHALL BE DESIGNED AND STAMPED BY A SPECIALTY STRUCTURAL ENGINEER (SSE) FIRE DEPARTMENT NOTES 1. SCHEDULE REQUIRED FINAL FIRE DEPARTMENT INSPECTION 2 DAYS IN ADVANCE. 2. A UNIFORM FIRE CODE PERMIT TO OPERATE BATTERY SYSTEMS WITH STATIONARY LEAD -ACID BATTERIES MAY BE REQUIRED AND ISSUED BY FIRE INSPECTOR. 3. AN APPROVED METHOD TO NEUTRALIZE SPILLED ELECTROLYTE SHALL BE PROVIDED IN THE BATTERY ROOM (IF APPLICABLE) 4. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE UNIFORM FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. S. CONTRACTOR SHALL POST PERMANENT SIGNAGE IN A CONSPICUOUS LOCATION AT THE SITE IDENTIFYING WHOM SHOULD BE CALLED IN AN EMERGENCY WITH PHONE NUMBERS AND SITE -IDENTIFYING INFORMATION (SUCH AS ADDRESS, SITE P. ETC.) FOR FIRE DEPARTMENT EMERGENCY USE. 6. A HAZARDOUS MATERIALS IDENTIFICATION SIGN IS REQUIRED FOR ALL ENTRANCES INTO BATTERY STORAGE AREAS. LETTERS MUST BE I' IN HEIGHT AND IN A COLOR WHICH CONTRASTS WITH THE BACKGROUND OF THE SIGN AND LIST THE FOLLOWING: 'BATTERY CABINET, LEAD ACID BATTERIES INSIDE' 7. PROVIDE 2A:40BC FIRE EXTINGUISHER, OR OTHER EQUIVALENT, IN RECESSED OR SEMI -RECESSED CABINET MOUNTED AT 48' AFF MAXIMUM TO TOP OF CABINET. IF CONSTRUCTION MATERIALS ARE NOT AMENABLE TO RECESSING THE CABINET, SURFACE MOUNTED CABINETS MAY BE APPROVED. CABINETS SHALL HAVE AN OPENABLE DOOR THAT DOES NOT REQUIRE BREAKAGE OF GLASS. EXTINGUISHERS SHALL BE HUNG ON THEIR HOOKS IN THE CABINETS, FLASHING AND SHEET METAL 1. ALL FLASHING. COUNTER FLASHING. COPING AND ALL OTHER SHEET METAL SHALL BE OF NOT LESS THAN NO. 20 U.S. GAUGE CORROSION -RESISTANT METAL U.N.O. ALL METAL MUST BE GALVANIZED AFTER FABRICATION. 2. FLASH AND COUNTER FLASH AT ALL ROOF TO WALL CONDITIONS. G.I. FLASH AND CAULK WOOD BEAMS AND OUTLOOKERS PROJECTING THROUGH EXTERIOR WALLS OR ROOF SURFACES. 3. FLASH ALL EXTERIOR OPENINGS WITH APPROVED WATERPROOFING. WHICH CONFORMS TO THE STANDARDS OF LOCAL AND STATE CODES. 4. ALL CONNECTIONS TO BUILDING WALLS OR ROOFS MUST BE FLASHED AND MADE WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRG ROOFING STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION FOR SITE-SPECIFIC CONDITIONS FROM ARCHITECT/ENGINEER. IF NECESSARY, BEFORE PROCEEDING. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. PAINTING 1. THE CONTRACTOR SHALL PREPARE SURFACES, FURNISH ALL PAINT, MATERIAL, LABOR AND EQUIPMENT FOR THE PAINTING OF ALL SURFACES AS REQUIRED. 2. ALL PAINTS TO BE APPLIED IN WORKMANLIKE MANNER. AT COMPLETION, REMOVE ALL MATERIALS AND DEBRIS CAUSED BY THIS CONTRACTOR. ALL FLOORS, GLASS. HARDWARE, FRAMES, FIXTURES. ETC SHALL BE THOROUGHLY CLEANED OF PAINT. 3. ALL STEEL COLUMNS AND MISC. METALS SHALL BE PRIMED AND PAINTED. 4. FIRE PREVENTION: TAKE EVERY PRECAUTION AT THE END OF THE DAY TO REMOVE OILY RAGS AND COMBUSTIBLE MATERIALS FROM THE SITE OR STORE IN METAL CONTAINER WITH TIGHT COVERS. 5. FINAL TEXTURE & COLOR PER OWNER'S INSTRUCTIONS. 6. SHOP PAINTING: CONFORM TO AISC SPECIFICATION SEC M2 AND AISC CODE SEC. 6.5. DO NOT PRIME SURFACES TO BE FIREPROOFED. IN CONTACT WITH CONCRETE. OR FIELD WELDED. STEEL WORK TO BE CONCEALED BY INTERIOR BUILDING FINISHES OR IN CONTACT WITH CONCRETE DOES NOT REQUIRE PAINTING. ALL OTHER STEEL WORK SHALL BE GIVEN ONE COAT OF SHOP PAINT. 7. ALL VISIBLE ANTENNAS. ANTENNA SUPPORT STRUCTURES. CABLE TRAYS, EQUIPMENT MUST BE PAINTED TO BLEND WITH SURROUNDING ELEMENTS - U.N.O 1. 5/B' TYPE 'X' FIRE. RESISTANT IAPCRCO EDGE BOARDS SHALL BL USED WIILRL REQUIRED FOR RATED FIRE PROTECTION. 2. CORNER BEADS: STANDARD WALLBOARD CORNER BEADS MANUFACTURED OF GALVANIZED STEEL WITH PRE FORMED FLANGES. ANSI -CB -PF. 3. EDGE TRIM OR CASTING: STANDARD WALLBOARD EDGE TRIM 126 MANUFACTURED OF GALVANIZED STEEL WITH PERFORATED FLANGES. ANSI -US. SQUARE NOSE. SIZE AS REQUIRED FOR THICKNESS OF WALLBOARD. 4. FASTENERS: 1-1/4' USG OR EQUAL TYPE W BUGLE HEAD DRYWALL SCREWS, 1-1/4' CWB-54 ANNULAR RING NAILS, OR 1-5/8' COOLER NAILS. S. INSTALLATION SHALL CONFORM TO REQUIREMENTS OF GYPSUM ASSOCIATION 'GA -216-78R'. ELECTRICAL BOX AND OTHER ROUGH -IN OPENINGS MUST BE CLEANED OF EXCESS SPACKLE BEFORE PAINTER SIARIS. USE MEIAI. CORNER BEAD ON OUTSIDE. CORNERS. USE METAL EDGE BEAD ON UNEXPOSED EDGES. BENT OR RUSTY MATERIAL IS NOT ACCEPT PA K ABLE. S C LEO AR L EAS SHAG BE SANDED SMOOTH AND EVEN. 6. DRYWALL TEXTURE SHALL BE SPRAY -ON SPAI'IER/KNOCKDOWN TYPE. 7. TAPING AND FINISHING: APPLY JOINT TAPE AND JOINT COMPOUND AT JOINTS (BOTH DIRECTIONS). APPLY COMPOUND AT NECESSARY FLANGES. PENETRATIONS. FASTENERS. HEADS AND SURFACE DEFECTS. INSTALL COMPOUND IN 3 COATS. SANDING AFTER EACH OF LAST 7 COATS. B. WALLS AND CEILINGS SHALL BE PRIMED AND PAINTED WITH (2) COATS OF FRAZEE SEMI -GLOSS PRIOR TO WALL ATTACHMENT OF ANY EQUIPMENT OR ELECTRICAL CONDUITS. (U.N.O.) DOORS 1. PROVIDE SEAMLESS FLUSH TYPE DOORS, 18 GAUGE. WELDED CONSIRUCIION SHOP PRIMED, PREPARED FOR HARDWARE WITH TOP AND BOTTOM CLOSURES. WCLD EXPOSED JOINTS CONTINUOUSLY, GRIND. DRESS AND MAKE SMOOTH, FLUSIT AND INVISIBLE. PREPARE FRAME TO RECEIVE MORTISED AND CONCEALED FINISH HARDWARE DOOR FRAME. 2. WHERE REQUIRED TO BE RATED, PROVIDE FIRE -RATED DOORS WITH UL LABEL ATTACHED IN AN INCONSPICUOUS LOCATION. WHERE DOORS ARE EXPOSED TO OUTSIDE WEATHER CONDITIONS. PROVIDE DOORS FARRICAICD WAIT G60 GALVANIZING. J. INTERIOR: 70 GAUGE (HICK MATERIAL. COMMERCIAL SERIES 'C', 10 SUIT GRADE AND MODEL OF DOOR, LABELED FRAME WHERE REQUIRED. 4. IN GENERAL INSTALL DOORS AND FRAMES PER SDI 100 AND 105, RESPECTIVELY. 5. DOORS SHALL BE WEATHER-STRIPPED AGAINST AIR INFILTRATION IN COMPLIANCE WITH TITLE 24 OF THE STATE ADMINISTRATION CODE. 6. KEYING: ALL LOCKS ARE TO BE KEYED AS PER OWNER'S INSTRUCTIONS. THERMAL & MOISTURE PROTECTION INSULATION 1. COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE STATE ENERGY REGULATIONS. 2. PROVIDE R-13 MINIMUM KRAFT -FACED BATT. INSULATION AT WALLS UNLESS NOTED OTHERWISE. AND R-19 MINIMUM AT COUNGS TO COMPLETELY ENCLOSE EQUIPMENT ROOM. PLACE VAPOR BARRIERS ON WARM SIDE OF WALL. 3. INSULATE WALLS BETWEEN EQUIPMENT ROOM AND ADJACENT ROOMS. INSULATE BETWEEN JAMBS AND FRAMING, BEHIND HEADER JOISTS AND IN SOFFITS OVER EXTERIOR SPACE. 4. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FUSHED AND MADE WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH N G ROOFING STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION FOR SITE-SPECIFIC CONDITIONS FROM ARCHITECT/ENGINEER, IF NECESSARY, BEFORE PROCEEDING. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. FIBER REINFORCED PLASTIC (FRP) 1. FIBER REINFORCED PLASTIC (FRP) PULTRUDED FLAT SHEETS SHALL BE PROVIDED BY STEALTH CONCEALMENT SOLUTIONS, INC. (LARRN 25400) , FISERGATE COMPOSITE STRUCTURES RR OR APPROVED EQUAL, SHALL CONFORM TO THE ASTM IG I N - D-695, D-7 ING MECHANICA90, D-792, AND SMALL COMPLY WITH THE FOLLOWING PROPERTIES (LENGTHWISE): FLEXURAL STRENGTH - 35.000 PSI FLEXURAL MODULUS - 1.80 X 10-6 PSI TENSILE STRENGTH = 24,000 PSI COMPRESSIVE STRENGTH - 24,000 PSI DENSITY = 0.062 - 0.070 LBS/IN_3 2. ALL MATERIAL SHALL BE CUSS I FIRE RATED WITH FLAME SPREAD OF 25 MAXIMUM, TESTED IN ACCORDANCE WITH ASTM E84. THE USE OF ANTIMONY OXIDE IS NOT PERMITTED. 3. FRP BOLTS, THREADED RODS, AND RELATED NUTS AND WASHERS SHALL BE PROVIDED BY STEALTH OR APPROVED EQUAL, UNLESS OTHERWISE NOTED. 4. SURFACES OF PANELS SHALL BE COATED WITH SUITABLE PAINT FOR U.V. PROTECTION. ALL FOAM EDGES OF PANELS MUST BE COVERED OR COATED FOR U.V. PROTECTION AND WATER. COAT ANY CUT OR DRILLED EDGES OF FRP STRUCTURAL MEMBERS WITH HETROLAC OR EQUAL RESIN OR ACRYLIC SEALER. 5. PANEL FASTENERS TO BE SPACED PER BELOW AND LOCATED 6' HORIZONTALLY FROM EACH EDGE AT TOP AND BOTTOM OF PANEL. MAINTAIN 1-1/2' MINIMUM CLEARANCE FROM ALL EDGES. 6. WHEN FASTENER BOLT -HEAD OR NUT BEARS DIRECTLY ON SURFACE OF PANEL, TIGHTEN BOLTS 1/4 TURN PAST SNUG, USE A THIN BEAD OF EPDXY TO LOCK THREADS OF FRP BOLTS/NUTS. USE WASHER OF FLANGED HEAD BOLTS WITH LARGE BEARING SURFACE. 7. PANELS WILL EXPAND AND CONTRACT DUE TO TEMPERATURE. WHEN INSTALLING PANELS IN COLD TEMPERATURES, EVENLY SPACE PANELS TO ALLOW FOR EXPANSION DURING WARM TEMPERATURES. B. ADJACENT FLAT PANELS ARE IN A RTI I E JO EI BY VERTICAL FOAM SPLINE THAT IS INSERTED IN THE THE GROOVES CUT INTO THE SIDE WI OF EACH PANEL. DO NOT LIR WITH PANELS BY GROOVES. PANELS MUST BE LIFTED H FORCE DIRECTED ONTO THE PANEL SURFACE. 9. AS N01ED IN THE LARR REPORT, PANELS SHALL BE BONDED TO THE SUPPORTING FRAME USING A OUICKSET URETHANE CONTINUOUS BEAD ADHESIVE AROUND THE ENTIRE PERIMETER OF THE PANEL, AND ATTACHED TO THE PERIMETER FRAME VIA IS STEEL SCREWS AT 12' OR LESS SPACING AROUND THE PERIMETER OF THE PANEL (24 MIN SCREWS PER 4' X B' PANEL). DO NOT LOCATED STEEL SCREWS IN FRONT OF AN ANTENNA ALTERNATIVELY. THE PANELS SHALL BE BONDED TO THE SUPPORTING FRAME USING A QUICKSET URETHANE CONTINUOUS BEAD ADHESIVE AROUND THE ENTIRE PERIMETER OF THE PANEL. AND ATTACHED PER THE LARR REPORT WITH 1/2' DIAMETER THREADED FRP RODS CUT TO LENGTH AND THE THROUGH 9/16' DIAMETER HOLES DRILLED AT 24' OR LESS SPACING AROUND THE PERIMETER OF THE PANEL 12 MINIMUM PER 4' X S' PANEL). THE FRP RODS SHALL HAVE AN FRP NUT PLACED ON EACH END. ALL PANEL EDGES SHALL BE BLOCKED. 10. ALL EXPOSED EXTERIOR PANEL SURFACES SHALL BE COVERED WITH A MINIMUM 1' THICK LAYER OF EIFS (DR`VIT OR EQUAL) THAT SHALL BE TEXTURED FINISHED, AND PAINTED TO MATCH THE EXISTING STRUCTURE. ALL OTHER EXPOSED SURFACES INCLUDING ANCILLARY FRAMING AND HARDWARE SHALL BE PAINTED TO MATCH. 11. PLACE WEATHER TIGHT FRP CAP AT ENDS OF ALL OPEN, EXPOSED FRP POSTS. ACCESSIBILITY NOTE THE TELECOMMUNICATIONS EQUIPMENT SPACE SHOWN ON THESE PLANS IS NOT CUSTOMARILY OCCUPIED. WORK TO BE PERFORMED IN THIS FACILITY CANNOT REASONABLY BE PERFORMED BY PERSONS WITH A SEVERE IMPAIRMENT: MOBILITY, SIGHT, AND/ORHEARING. THEREFORE. PER 2013 CALIFORNIA BUILDING CODE SECTION 11058.3.4. EXCEPTION 1, THIS FACILITY SHALL BE EXEMPTED FROM ALL TITLE 24 ACCESS REQUIREMENTS. T - -Mobilei Stick Together° 2008 MGGAW AVENUE IRVINE, CA 92814 NATIONAL G8C0S ENGIN ERIN CONSULTING. INC E � owcHwwo. 1J.14E: ForaEa,-. cn ozoao ® nHONE: BSB 1�TYPDOO 1 v WOI a�p.WB� SEQ UOIA DEPLOYMENT SERVICES, INC 72471 ASPAN STREET. STE 790 LAKE FOREST, G 92630 NO. DATE: DESCRIPTION: BI/: 1 10/01/14 90% CONSTRUCTION NT 2 1 10/15/14 1 100: CONSTRUCTION I EVT r- SITE INFORMATION: IE04420A IMPERIAL IRRIGATION 81808 68TH AVENUE LA OILAWA, CA W= SEAL' ne__ SIS:ET TITLE: GENERAL NOTES & SPECIFICATIONS SHEET NUMBER: T-2 1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS I'IR-LARCH AND SHALL HAVE THE FOLLOWING MINIMUM GRADES: JOISTS AND RAFTERS 11 BEAMS AND STRINGERS 11 PLATES 12 STUDS (2X4, 3X4, 2X6) #1 POSTS. COLUMNS AND TIMBER #1 7. ALL FRAMING EXPOSED TO FTIE WEATHER OR IN CONIACI WITH MASONRY OR CONCRETE SHALL BE PRESSURE -TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE. ALL CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO ON-SITE FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 24 METALLIC COPPER IN SOLUTION (PER AWPA STD. M4). 3. CUTTING OR NOTCHING OF WOOD STUDS OR PLAT T ES SHALL NO EXCEED GEED 25RF 0 THE STUD PLATE WIDTH AT EXTERIOR OR BEARING WALLS AND SHALL NOT EXCEED 40R OF THE STUD/PLATE WIDTH W NONBEARING PARTITIONS. BORED HOLE DIAMETERS ARE LIMITED TO 404 OF THE STUD WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR WHEN THE BORED STUD IS DOUBLED. 4. DO NOT NOTCH JOISTS, RAFTERS, OR BEAMS EXCEPT WHERE SHOWN ON THE DETAILS. BORED HOLES THROUGH JOISTS SHALL NOT EXCEED 1/3 OF MEMBER DEPTH AND BE LOCATED AT LEAST 2' FROM THE IOP AND BOTTOM OF THE MEMBER. 5. ALL BLOCKING AND BRIDGING SHALL BE PROVIDED AS REQUIRED PER GOVERNING CODE OR STANDARD OF PRACTICE. 6. ALL JOIST, RAFTER h MISC. FRAMING SHALL HAVE FULL -DEPTH (OR METAL) BRIDGING A7 ALL SUPPORTS, MIDSPAN AND AT A MAXIMUM SPACING OF 8'-0. O/C IN BETWEEN UNLESS NOTED OTHERWISE. 7. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS THAT ARE PARALLEL TO JOISTS. USE 2-16D NAILS AT 16' O.C. TO NAIL DOUBLE JOISTS TOGETHER. S. THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOADBEARING APPLICATIONS. THE LENGTH OF SPLIT ON THE WIDE FACE OF 2' NOMINAL LOADBEARING FRAMING SHALL BE LIMITED TO LESS THAN 1/2 OF THE WIDE FACE DIMENSION. THE LENGTH OF SPLIT ON THE WIDE FACE OF 3' (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED 10 1/7 OF THE NARROW FACE DIMENSION. 9. BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16' LARGER THAN THE BOLT DIAMETER. PROVIDE WASHERS BETWEEN BOLT HEADS OR NUIS AND WOOD. BOLTED CONNECTIONS SHALL BE SNUGGED FIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. 10. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR FO APPLICATION OF PLASTER, PLYWOOD. ETC. AND BEFORE CLOSING IN COMPLETION OF THE JOB. 11. PREFABRICATED METAL JOIST HANGERS. HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY 'SIMPSON STRONG -TIE COMPANY' OR APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446. GRADE A) AND BE GALVANIZED (COATING G60). 12. STRUCTURAL STEEL PLATE CONNECTORS SHALL CONFORM TO ASTM A-36 SPECIFICATIONS AND BE 1/4' THICK UNLESS OTHERWISE INDICATED. 13. ALL PLATES. ANCHORS, NAILS. BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE THAT ARE EXPOSED OR IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED. 14. BOLLS IN WOOD SHALL BE A MINIMUM OF 7 BOLT OLAAMETERS FROM THE ENDS AND 4 BOLT DIAMETERS FROM THE EDGES. 15. ALL SILL BOLTS SHALL BE PLACED STARTING 9' FROM THE ENDS OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS AS NOTED ON THE PUNS. 16. ALL SILL PLATE ANCHOR BOLTS AND HOLD-DOWN CONNECTOR BOLTS AT ALL PLYWOOD SHEAR PANELS SHALL HAVE THE FOLLOWING PLATE WASHERS. BOLT S12E PLATE WASHER SIZE (ASTM A-36) 5/8' 0.229' X 3' X 3' 3/4' 5/16' X 3' X 3' 7/8' 5/16' X 3' X 3' 1' 3/8' X 3-1/2' X 3-1/2- 17. TOP PLATES FOR ALL STUD WALLS SHALL BE 2-2X. MINIMUM TOP PLATE LAP SHALL BE 48' WITH 16d NAILS AT 4' O.C. EACH SIDE OF SPLICE U.N.O. SPLICES IN UPPER AND LOWER PLATES SHALL BE STAGGERED 10' MINIMUM. 18. ALL WOOD STUD WALLS SHALL HAVE 2x4 STUDS AT 16' O.C. WHEN HEIGHT BETWEEN LATERAL SUPPORTS IS LESS THAN 10'-0'. WHEN HEIGHT BETWEEN LATERAL SUPPORTS MORE THAN 10'-0'. USE 2X6 STUDS AT 16' O.C. WITH FULL DEPTH BLOCKING AT NOT MORE THAN 8' VERTICAL INTERVAL. 19. ALL NAILS SHALL BE COMMON WIRE NAILS U.N.O. SEE FRAMING PLANS OR DETAILS FOR NAIL SIZES AND SPACING. NAILS THAT ARE NOT DETAILED OR NOTED SHALL BE IN ACCORDANCE WITH IBC TABLE 2304.9.1. FASTENING SCHEDULE. HOLES FOR NAILS SHALL BE PREDRILLED AT A SMALLER DIAMETER THAN THE NAIL WHERE NECESSARY TO PREVENT SPLITTING. 20. LAG BOLTS SHALL HAVE LEAD HOLES BORED AS FOLLOWS: SHANK PORTION SAME DIAMETER AND LENGTH AS SHANK THREADED PORTION 0.6-0.75 OF DIAMETER OF THREAD PLYWOOD SHEATHING NOTES 1. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH (APA) AMERICAN PLYWOOD ASSOCIATION SPECIFICATIONS AND COMPLY WITH PSI -95 OR PS2-92. 2. ALL ROOF PANEL SHEATHING SHALL BE 5/8' (NOM.) TYPE CDX. EXP. 1 APA RATED SHEATHING. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING BETWEEN FRAMING. CONNECT ROOF SHEATHING WITH ad COMMON NAILS AT 6' 0/C AT SUPPORTED PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS U.N.O. 3. ALL WALL PANEL SHEATHING SHALL BE 1/2' (NOM.) TYPE COX. EXP. 1 APA RATED SHEATHING ATTACHED WITH IOd COMMON NAILS SPACED 6' O/C AT SUPPORTED PANEL EDGES AND 12' 0/C AT INTERMEDIATE SUPPORTS U.N.O. 4. INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8' SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER. 5. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES AND PNEUMATIC NAIL GUNS ARE PROHIBITED FROM USE. 6. ALL EXTERIOR EXPOSED PLYWOOD SHALL BE MARINE GRACE. FIRE RESISTANCE REOUIREMENTS I. CONTRACTOR TO PROVIDE FLAME STOP I -DS (OR OTHER APPROVED METHOD OF FIRE PREVENTION) TO TOWER, BRANCHES, AND/ OR OTHER COMBUSTIBLE MATERIALS AS OUTLINED IN SECTIONS 602 k 503 OF 2013 CBC. MASONRY 1. ALL MASONRY SHALL HAVE MINIMUM COMPRESSIVE STRENGTH fOF 1.500 PSI 2. MASONRY UNITS SHALL BE NORMAL WEIGHT BLOCK CONFORMING TO ASTM C90, CRADE N. TYPE 1, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. CONCREIE MASONRY UNITS MUST BE TESTED IN ACCORDANCE WITH ASTM C140. 3. MORTAR SHALL BE MACHINE MIXED CONFORMING TO ASTM C770, TYPE S. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED AND SHALL BE TO BUILDING CODE SECTION 2103.8. 4. GROUT SHALL CONFORM TO ASTM C476 AND BE PROPORTIONED PER BUILDING CODE FABLE 2703.12. MINIMUM GROUT COMPRESSIVE STRENGTH SHALL EQUAL OR EXCEED THE GREATER OF 2,000 PSI OR THE REQUIRED E- 5. REINF'G BARS SHALL CONFORM TO ASTM A706 OR ASTM A615, GRADE 60 U.N.O. 6CONTINUOUS WIRE REINf I N (JOINT REINFORCING SHALL BE GALVANIZED ZED T.RUSS OR LADDER TYPE FORMEDGFROM 9 GAUGE COLD -DRAWN STEEL WIRE COMPLYING WITH ASTM A82. 7. ALL MASONRY BLOCKS SHALL CONFORM WITH EACH OTHER IN COLOR. TEXTURE ANDSIZE WHERE APPLICABLE. BLOCK SIZE, COLOR, TYPE AND TEXTURE SHALL BE AS INDICATED ON THE DRAWINGS. PROVIDE ACCESSORY BLOCKS AS INDICATED AND REQUIRED. WHERE CUTTING IS REQUIRED, BLOCKS SHALL BE SAWCUF. 8. COURSING SHALL BE COMMON RUNNING BOND (UNLESS NOTED OTHERWISE). WITH 3/8' GROUT JOINT. JOINTS SHALL BE TOOLED CONCAVE AND BE UNIFORM IN SIZE. USE CARE TO PREVENT MORTAR AND GROUT SPILLAGE ON THE FACE OF THE MASONRY. CLEAN SUCH SPILLAGE IMMEDIATELY. REPAIR ANY DAMAGE OR INTERSTICES BETWEEN BLOCKS AND REMOVE STAINS AT THE COMPLETION OF WORK. 9. TIE INTERSECTING WALLS BY OVERLAPPING UNITS IN ALTERNATE COURSES. ROUGHEN AND CLEAN CONCRETE BEARING SURFACES FOR THE PLACEMENT OF THE FIRST COURSE. VERTICAL HEAD JOINTS SHALL BE FILLED SOLID AND SHOVED TIGHTLY TO PROVIDE BOND TO BOTH BLOCKS. 10. AT VERTICAL REINFORCING LOCATIONS, PROVIDE DOWELS FROM FOOTING TO MATCH SIZE AND SPACING OF VERTICAL WALL REINFORCING. DOWELS SHALL BE EMBEDDED INTO THE FOOTING A MINIMUM OF 9' AND SHALL HAVE A 90 DEGREE HOOK. DEEPEN FOOTING WHERE REQUIRED FOR DOWEL. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN 6 VERTICAL. I1, SPLICED BARS (INCLUDING DOWELS) SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM OR 24', WHICHEVER IS GREATER. SPLICED BARS SHALL BE WIRE -TIED. 12. VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM CLEARANCE OF !/4' FROM THE MASONRY AND NOT LESS THAN ONE DIAMETER BETWEEN BARS. 13. BOND BEAMS WITH A HORIZONTAL BAR OR BARS SHALL BE PROVIDED AT 48 INCHES ON CENTER AND AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF THE WALL. PROVIDE A BOND BEAM WITH A HORIZONTAL BAR OR BARS OVER ALL OPENINGS, AND EXTEND THESE BARS 2'-0' PAST THE OPENING AT EACH SIDE. PROVIDE A BAR OR BARS VERTICALLY FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS. WALL ENDS AND INTERSECTIONS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. 14. REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING BEGINS. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP, BOTTOM AND AT INTERVALS NOT EXCEEDING 200 OIMIETERS OF THE REINFORCING BAR, NOR 10 FEET. 15. SEE DRAWINGS FOR LOCATION OF VERTICAL CONTROL JOINTS. HORIZONTAL BOND BEAM AND LINTEL REINFORCING SHALL BE CONTINUOUS ACROSS VERTICAL CONTROL JOINTS. 16. ALL CELLS SHALL BE GROUTED SOLID. GROUTING OF MASONRY BEAMS AND LINTELS SHALL BE DONE IN ONE CONTINUOUS OPERATION. GROUTING SHALL BE STOPPED 1-1/2' BELOW THE TOP OF A COURSE SO AS 70 FORM A KEY AT THE POUR JOINT. FILL CELLS WITH GROUT WITH MAXIMUM 4'-0' LIFTS. VERTICAL CELLS SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 3'X4'. 17, ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE GROUTED SOLIDLY IN PUCE WITH NOT LESS THAN 2' OF GROUT SURROUNDING THE BOLT. 18. PROVIDE BOND BEAM LINTELS AND BRICK SHELF ANGLES ABOVE ALL WALL OPENINGS PER DETAILS. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL OPENINGS. 19. THE MASONRY CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY WALL BRACING DURING CONSTRUCTION 20. ALL RETAINING WALLS SHALL HAVE AT LEAST 12' OF FREE -DRAINING GRANULAR BACKFILL. FULL HEIGHT OF WALL. PROVIDE CONTROL JOINTS IN RETAINING WALLS AT APPROXIMATELY EQUAL INTERVALS NOT TO EXCEED 25 FEET NOR 3 TIMES THE WALL HEIGHT. PROVIDE EXPANSION JOINTS AT EVERY FOURTH CONTROL JOINT, UNLESS OTHERWISE INDICATED. SEAL RETAINING FACE OF WALL AND FOOTING WITH 2 COATS OF HENRY'S 502 ASPHALTIC MASTIC. PROVIDE CONTINUOUS INSPECTION. FOUNDATIONS - GENERAL 1. BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 10' BELOW FINAL GRADE AND BEAR ON FIRM NATIVE OR PROPERLY COMPACTED SOILS. 2. FOOTINGS MAY BE POURED INTO AN EARTH -FORMED TRENCH IF SOIL CONDITIONS PERMIT. 3. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. 4. FOUNDATION CONCRETE SHALL HAVE REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI BEFORE BEING LOADED. STRENGTHS SHALL BE VERIFIED BY TEST. 5. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL THE SLABS AT TOP AND BOTTOM ARE IN PUCE AND CURED AS REQUIRED. 6. WHERE WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, SIMULTANEOUSLY PLACE FILL SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF WALL. 7. CONTRACTOR SHALL PROVIDE ALL SHORING AS REQUIRED. 8. ALL RETAINING WALLS SHALL HAVE AT LEAST 12' OF FREE -DRAINING GRANULAR BACKFILL FULL HEIGHT OF WALL. SEAL RETAINING FACE OF WALL AND FOOTING WITH 2 COATS OF HENRY'S 502 ASPHALTIC MASTIC. PROVIDE CONTINUOUS INSPECTION. 9. CONTRACTOR SHALL PROVIDE TEMPORARY AND PERMANENT DEWATERING FOR SURFACE WATER, GROUND WATER AND SEEPAGE WATER AS REQUIRED. 10. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC ENCOUNTERED DURING EXCAVATIONS AND BACKFILLING. ALL BACKFILL SHALL BE PROPERLY COMPACTED. 11. ALL FOOTINGS HAVE BEEN DESIGNED BASED UPON AN ASSUMED SOIL BEARING PRESSURE OF 1.000 PS F UNLESS NOTED OTHERWISE. STRUCTURAL STEEL 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REVISED EDITION OF THE NSC MANUAL OF STEEL CONSTRUCTION, WHICH INCLUDES SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, CODE OF STANDARD PRACTICE AND AWS STRUCTURAL WELDING CODE. IDENTIFY AND MARK STEEL PER CBC 2203. 2. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER/ ARCHITECT PRIOR TO FABRICATION. 3. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH NON -SHRINK, NON-FERROUS GROUT. MINIMUM COMPRESSNC STRENGTH SHALL BE 4,000 PSI AT 28 DAYS. ALL SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO GROUTING. 4. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. 5. NO MOLES OTHER THAN TM 0 SE SPECIFICALLY DETAILED SHAGL BE A LLOW D fHR U STRUCTUR. STEEL MEMBERS. BOLT HOLES CONFORM TO SPECIFICATION, AND SHALL C STANDARD MOLES UNLESS OTHERWISE NOTED. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THIS ENGINEER. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE SITE IS NOT PERMITTED. 6. WELDING: CONFORM TO AWS 01.1. WELDERS SHALL BE CERTIFIED 7. BOLTING: ASTM A307 BOLTS SHALL BE INSTALLED SNUG TIGHT' PER AISC SECIION RCSC R(C). ASTM A325 BOLTS SHALL CONFORM TO RCSC SECTION 8 (D). B. FABRICATION: CONFORM TO AISC SPECIFICATION SEC M2 'FABRICATION' AND AISC CODE SEC 6 FABRICATION AND DELIVERY' PERFORM WORK ON PREMISES OF A FABRICATOR APPROVED BY THE BUILDING OFFICIAL. 9. GALVANIZING: ALL EXPOSED STEEL OUTSIDE THE BUILDING ENVELOPE SHALL BE HOT -DIPPED GALVANIZED. APPLY FIELD TOUCH-UPS PER ASTM A153. 10. ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS, HOLD-DOWNS. POST BASES, FRAMING CAPS. HANGER AND OTHER MISCELLANEOUS STRUCTURAL METALS SHALL BE AS MANUFACTURED BY SIMPSON STRONG III CO. OR APPROVED EQUAL. 11. ALL STRUCTURAL STEEL EXPOSED TO EARTH SHALL HAVE 3' CONCRETE COVER. 12. MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: ANCHOR BOLTS/ RODS: ASFM F1554, GRADE 36 BARS ,4 PLATES: ASTM A36 BOLTS IN WOOD: ASTM A307 BOLTS - HIGH STRENGTH: ASTM A325SC OR A325N C-, M-, AND ANGLE SHAPES: ASTM A36 DEFORMED WELDED WIRE FABRIC: ASTM A497 GROUT: EMBECO OR EOUNALENT OTHER STRUCTURAL SHAPES: ASTM A36 REINFORCING BARS (WELDED): ASTM A706. GRADE 60. DEFORMED BARS REINFORCING BARS (REGULAR): ASTM A615, GRADE 60. DEFORMED BARS SMOOTH WELDED WIRE FABRIC: ASTM A185 STEEL GRATING: ANSI/NAAMM MBG 531-00 STEEL PIPE: ASTM A53. GRADE B TIE WIRE: 16.5 CAGE OR HEAVIER, BLACK ANNEALED TUBE STEEL k PIPE COLUMNS: ASTM A500, GRADE B W - SHAPES: ASTM A992, GRADE 50 WELDING ELECTRODES: E70XX FOR STRUCTURAL STEEL E80XX FOR REINFORCING BARS E60XX FOR LIGHT GAUGE AND METAL DECK EPDXY AND EXPANSION ANCHORS 1. EPDXY OR EXPANSION ANCHORS SHALL NOT BE USED EXCEPT WHERE SPECIFICALLY SHOWN ON THE PUNS OR WHEN APPROVED IN ADVANCE BY THE STRUCTURAL ENGINEER. 2. DRILLED HOLES SHALL BE PREPARED AND ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THE CURRENT ICC REPORT. 3. SPECIAL INSPECTION SHALL BE DONE IN ACCORDANCE WITH BUILDING CODE AND THE SPECIFIC INSPECTION REQUIREMENTS SET FORTH IN THE CURRENT ICC REPORT. 4. ANCHOR RODS USED FOR EPDXY ANCHORS SHALL BE THE TYPE SPECIFIED IN THE REFERENCED ILC REPORT. 5. THE ANCHOR SIZE AND EMBEDMENT SHALL BE AS INDICATED ON THE PLANS. 6. WHERE PERMITTED, EPDXY ANCHORING SHALL BE COMPLETED WITH THE FOLLOWING ALLOWED PRODUCT(S): HILTI RE -500 SD (ICC# ESR -2322. LARR-25700) - CONCRETE ONLY HILTI HIT-HY 750 (ICC# ER -5193, LARR-25652M) - MASONRY WALL ONLY. HILTI HIT-HY 20 (ICC# ER -4815, LARR-24564) - BRICK WALL ONLY, 7. WHERE PERMITTED. THE FOLLOWING EXPANSION ANCHORS MAY BE USED: HILTI KWIK BOLT TZ (ICC# ESR -1917, LARR-25701) - CONCRETE ONLY. SIMPSON STONG-BOLT (ICC# ESR -1771, LARR-25705) - CONCRETE ONLY. HILTI KWIK BOLT 3 (ICC#ESR-1385. LARR-25577)GROUTFILLED MASONRY ONLY SIMPSON WEDGE -ALL (ICC# ESR -1396, LARR-24682) - GROUT FILLED MASONRY ONLY. 5EI5MIC GAS SHUT-OFF VALVE 1. WHEN THE LOCAL JURISDICTION REQUIRES, THE CONTRACTOR SHALL SUPPLY A 'GAS SHUTOFF DEVICE' DOWNSTREAM OF GAS UTILITY METER(S) OR LIQUID PETROLEUM GAS STORAGE TANK(S) A7 NO ADDITIONAL CHARGE TO THE OWNER. 2. 'CAS SHUTOFF DEVICE' MAY CONSIST OF A 'SEISMIC GAS SHUTOFF DEVICE 'OR AN *EXCESS FLOW GAS SHUTOFF DEVICE'. CONSULT WITH LOCAL JURISDICTION FOR THEIR REQUIREMENTS. 3. GAS SHUTOFF DEVICES SHALL BE CERTIFIED BY THE STATE ARCHITECT AND BE LISTED BY AN APPROVED LISTING AND TESTING AGENCY SUCH AS IAS, AMPO, UL OR THE OFFICE OR THE STATE ARCHITECT, THE GAS SHUTOFF DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND HAVE A THIRTY (30) YEAR WARRANTY WHICH WARRANTS THAT THE VALVE OR DEVICE IS FREE FROM DEFECT AND WILL CONTINUE TO PROPERLY OPERATE FOR THIRTY (30) YEARS FROM THE DATE OF INSTALLATION. 4. IN THE CASE OF SEISMIC GAS -SHUT-OFF DEVICES (MOTION SENSITIVE) ONLY. SUCH DEVICES MUST BE MOUNTED RIGIDLY TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS .PIPING. THIS REQUIREMENT NEED NOT APPLY IF THE BUILDING AND SAFETY DIVISION DETERMINES THAT THE SEISMIC GAS SHUTOFF DEVICE (MOTION SENSITIVE) HAS BEEN TESTED AND LISTED FOR AN ALTERNATE METHOD OF INSTALLATION. REINFORCING STEEL 1. ALI. REINFORCING SHALL BE NEW DEFORMED [ARS CONFORMING 10 ASTM A615, GRADE 60 OR ASTM A706. GRADE 60. ALL WELDED REINFORCING BARS SHALL CONFORM FO ASTM A706. 2. REINFORCING STEEL SPLICE/DEVELOPMENT LENGTHS SHALL CONFORM 70 THE FOLLOWING MINIMUM LENGTHS UNLESS NOTED OTHERWISE: SPLICED BARS SHALL BE WIRED TOGETHER. SPLICE/DEVELOPMENT LENGTH (INCHES) BAR TOP OTHER SIZE BAR BAR 13 28 22 14 37 29 15 47 36 #6 56 43 17 816! e B 93 72 #9105 81 110 116 89 TOP BAR LENGTHS APPLY TO HORIZONTAL REINFORCEMENT PLACED WITH MORE THAN 12' OF FRESH CONCRETE CAST BELOW THE SPLICE OR DEVELOP LENGTH. COMPRESSION DOWEL EMBEDMENT: 22 BAR DIAMETERS. LAP WELDED WIRE FABRIC ONE SPACING OF CROSS WIRES PLUS 2 J. MINIMUM CONCRETE COVER UNLESS NOTED OTHERWISE: UNFORMED SURFACE IN CONTACT WITH THE GROUND: 3' FORMED SURFACES EXPOSED TO EARTH OR WEATHER 16 BARS AND LARGER: 7' 15 BARS AND SMALLER: 1.5' FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER BEAMS, GIRDERS AND COLUMNS: 1.5' SLABS,WALLS AND JOISTS 111 BARS AND SMALLER: 0.15' 4, BARS SHALL BE CLEAN OF MUD, OIL, OR OTHER COATINGS LIKELY TO IMPAIR BONDING. 5. ALL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO INSPECTIONS. PLACING CONCRE ".OR GROUTING MASONRY. : 6. WELDINGBARS SHALL NOT BE WELDED UNLESS AUTHORIZED. WHEN AUTHORIZED, CONFORM TO ACI 301 SEC 3.2. 2.2, AND AWS DIA 'WELDING" AND PROVIDE ASTM A706. GRADE 60 REINFORCEMENT. 7. FIELD BENDING: CONFORM TO ACI 301 SEC 3.3.2.8 "FIELD BENDING OR STRAIGHTENING BAR SIZES 13 THROUGH 15 MAY BE FIELD BENT COLD THE FIRST TIME. OTHER BARS REQUIRE PREHEATING. DO NOT TWIST BARS 8. SPLICE ALL BARS IN MASONRY WITH A MINIMUM OF 48 BAR DIAMETER LAPS (2'-0- MINIMUM). 9. ALL VERTICAL WALL REINFORCEMENT SHALL BE CONTINUOUS BETWEEN SPLICE LOCATIONS SHOWN IN THE DETAILS. CONCRETE 1. MIX DESIGN REQUIREMENTS: (UNLESS NOTED OTHERWISE) A CEMENT SHALL CONFORM TO ASTM C-150, TYPE V. 8. COMPRESSIVE STRENGTH = 3,000 PSI C. CONCRETE SLUMP SHALL BE 3'+/-1' FOR SLABS AND 4'+/-1" FOR ALL OTHER WORK. D. WATER CEMENT RATIO = 0.45 MAX 2. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33 (I' MAXIMUM SIZE). AND ASTM C-330 FOR STRUCTURAL LIGHT WEIGHT CONCRETE. 3. WHERE CONCRETE WILL BE IN CONTACT WITH NATIVE OR IMPORTED SOIL WHICH HAS A VERY SEVERE SULFATE CONTENT, POZZOLAN SHALL BE ADDED AS REQUIRED 4. EXTERIOR CONCRETE EXPOSED TO FREEZING TEMPERATURES AND/OR SALT OR DEICING CHEMICALS SHALL HAVE AIR ENTRAINMENT AND THE CEMENT CONTENT APPROPRIATE FOR THE EXPECTED EXPOSURE. 5. WATER SHALL BE POTABLE OR CLEAN, FREE FROM DELETERIOUS AMOUNTS OF ACIDS. ALKALIS OR ORGANIC MATERIALS. OILS, AND SALTS. S. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. 7. FLOOR SLABS SHALL CONFORM TO ASTM C-38 STANDARDS AND SHALL BE AT LEAST 3 1/2 INCHES THICK- SEE FOUNDATION PLANS FOR REINFORCEMENT, BASE. UNDERLAYMENT, VAPOR BARRIER OR OTHER SPECIFIC REQUIREMENTS. 8. FLOOR SLABS SHALL BE LEVEL OR TRUE SLOPES AS SHOWN ON DRAWINGS. TOLERANCE: 1/8 INCH IN 10 FEET. 9. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE. 10. PRIOR TO COMMENCING ANY FOUNDATION WORK, COORDINATE WORK WITH ANY EXISTING UTILITIES. FOUNDATIONS SHALL BE LOWERED WHERE REQUIRED TO AVOID UTILITIES. 11. ALL EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES SHALL BE CHAMFERED 3/4' UNLESS NOTED OTHERWISE. 12. FORMWORK SHALL REMAIN IN PUCE UNTIL CONCRETE HAS OBTAINED AT LEAST 904 OF COMPRESSIVE STRENGTH. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND RESHORING. 13. PROVIDE CONCRETE SLABS OVER A 10 MIL POLYETHYLENE VAPOR BARRIER OVER 4' OF POROUS FILL UNLESS NOTED OTHERVASE. 14. ALL POROUS FILL MATERIAL SHALL BE A CLEAN GRANULAR MATERIAL. POROUS FILL SHALL BE COMPACTED TO 904 MAX. DRY DENSITY . 15. WALKWAYS AND OTHER EXTERIOR SLABS ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS. SEE THE SITE PLAN AND ARCHITECTURAL DRAWINGS FOR LOCATIONS, DIMENSIONS. ELEVATIONS, JOINTING DETAILS AND FINISH DETAILS. PROVIDE 4' WALKS REINFORCED WITH 6x6 - WI.4xWl.4 WWF UNLESS OTHERWISE NOTED. 16. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE CBC AND TO ALL REQUIREMENTS OF ACI 301, 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.' EXCEPT AS SPECIFIED HEREIN. 17. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 18. MONOPOLE CAISSONS ARE DESIGNED BY OTHERS. PROVIDE ADEQUATE SEPARATION AND/OR COMPRESSIBLE MATERIAL MOUND THE TOP OF THE CAISSON AS DIRECTED BY THE CAISSON ENGINEER TO PROTECT ADJACENT NEW AND EXISTING FOUNDATIONS AND OTHER ELEMENTS. 19. CONTROL JOINTS SHALL BE PLACED IN ALL CONCRETE SLABS PER THE SCHEDULE BELOW. SAWCUT WITHIN 4 HOURS AFTER THE POUR USING THE 'SOFF-CUT' PROCEDURE. SLAB THICKNESS MAXIMUM SPACING 4' 10'-0' 5" 12'-0' 6' AND LARGE 15'-0' T -Mobile Stick Together' 2008 MGGAW AVENUE IRVINE, CA 92614 INS PREPARED BY: NATIONAL ENGINEERINGN B. CONSULTING, SU O INC : oR CHARD. I..AHE FOREST, GA p7630 ® PHOHE: [Mp )A0.E9B0 F 94p Yx OHJBp"/ ( ) I Ax L 1 SEQUOIA DEPLOYMENT SERVICES, LNIC 72471 ASPAN STREET. SEE 290 LAKE FOREST, CA 92630 10/01/141 907 CONSTRUCTION I NT 1 2 1 10/15/14 1 100% CONSTRUCTION I EVT I E04420A IMPERIAL IRRIGATION 91606 59TH AVENUE LA QUINrA, CA 92253 E. 440 0. E ° 4p� FXP.INI.mM SHEET TITLE: GENERAL NOTES & SPECIFICATIONS SI¢ET NUMBER: T-3 STAT M NT OF SPECIAL INSPFCTIONS PFR THF 01 8 I. THE OWNER OR REGISTERED DESIGN PROFESSIONAL OF RECORD WILL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL INSPECTORS TO PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION FOR THE ITEMS IN THE SPECIAL INSPECTION TABLE BELOW. 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3. OU HES AND RESPONSIBILITIES OF TILE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WI IH IHE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR MAY N01 ALTER, MODIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE PROFESSIONAL OF RECORD, AND 111E CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. THEN, IF UNCORRECTED. SUBMIT A COMPLETE UST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE OWNER THE BUILDING0 L CIAL. AND THE PROFESSIONALF R R TI K BEEN O RECORD UNTIL ALL CORRECTIONS HAVE COMPLETED. C. IHE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS. TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH ]HE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. 4. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF SPECIFIED QUALITY ASSURANCE TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED. 5. OBSERVATIONS OR SITE VISITS PERFORMED BY THE ENGINEER OR ARCHITECT DUE NOT CONSTITUTE SPECIAL INSPECTIONS. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTIFICATION OF SCHEDULE OF WORK REQUIRING INSPECTION OR TESTING TO THE SPECIAL INSPECTION TO ALLOW COORDINATION. 7. THE MATERIALS. SYSTEMS. COMPONENTS AND WORK REQUIRED TO HAVE SPECIAL INPSECT16N OR TESTING ARE OUTLINED ON THESE DRAWINGS ALONG WITH THE TYPE AND EXTENT OF EACH INSPECTION AND TEST AND WHETHER IT IS CONTINUOUS OR PERIODIC IN NATURE. IF IT IS NOT INDICATED OTHERWISE. INSPECTION SHALL BE CONTINUOUS. B. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC -RESISTING COMPONENT SHALL PROVIDE A WRITTEN STATEMENT OF RESPONSIBILITY TO THE OWNER AND THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT AS REQUIRED BY CBC SECTION 1704. Flop] o➢no] `i:q W3IRMARI :7I.I-1<�RT��LI.1�[ A SEISMIC DESIGN CATEGORIES REQUIRED IN ME FOLLONNG IS A SUMMARY OF THE SEISMIC SYSTEMS, SEISMIC COMPONENTS AND SEISMIC -FORCE -RESISTING SYSTEMS REFERENCED SEISMIC FORCE RESISTING SYSTEMS C. 0, E. F A. ALL MOMENT FRAMES, BRACED FRAMES, CANTILEVERED COLUMNS. SHEARWALLS, AND THEIR FOUNDATIONS, AND DRAGS, CHORDS, FLOOR AND ROOF DIAPHRAGMS C. D, E, F B. ALL DRAGS, CHORDS. FLOOR AND ROOF DIAPHRAGMS D, E. F C. ALL FREE STANDING MASONRY WALLS MASONRY ADDITIONAL SYSTEMS AND COMPONENTS C. D. E, F A. ANCHORAGE OF ELECTRICAL EQUIPMENT USED FOR EMERGENCY OR STANDBY POWER SYSTEMS INCLUDING TELECOM CABINETS D. E. F B. EXTERIOR WALL PANELS AND THEIR ANCHORAGE D. E, F C. SUSPENDED CEILING SYSTEMS AND THEIR ANCHORAGE SPECIAL INSPECTION FREQUENCY REFERENCED STANDARD OVER F'C - 2.500 PSI) STANDARD STEEL CONSTRUCTION 1. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AG 530/ ASCE 5/ TMS 402 AG 530.1/ ASCE 5/ TMS 602 MASONRY I. AS MASONRY CONSTRUCTION BOLTS, NUTS, AND WASHERS: LOADS HAVE BEEN INCREASED ASTM MATERIAL SPECIFICATIONS: AISC ASO. BEGINS. THE FOLLOWING SHALL BE 2.INSPECT EPDXY ANCHORS AND EXPANSION ANCHORS CONTINUOUS PRODUCT VERIFIED TO ENSURE COMPLIANCE: NOTES FOR CONCRETE ALSO ICC -ES b. MANUFACTURER'S CERTIFICATE OF a. SITE PREPARED MORTAR PROPORTIONS PERIODIC COMPACTION GROUTING, DYNAMIC COMPACTION, OR ART. 2.6A b. CONSTRUCTION OF MORTAR JOINTS PERIODIC a, BEARING TYPE CONNECTIONS ART. 3.3B c. LOCATION OF REINFORCEMENT AND PERIODIC K. AFTER NAILING OF FLOOR PLYWOOD DIAPHRAGM(S): PRIOR TO ART. 3.4 CONNECTORS. ASTM STANDARDS SPECIFIED IN THE J. AFTER NAILING OF ROOF PLYWOOD DIAPHRAGM(S): PRIOR 10 ASTM A 568 2. THE INSPECTION PROGRAM SHALL VERIFY: K. PRIOR TO ROOFING OR PLACEMENT OF CONCRETE FILL b. MANUFACTURER'S CERTIFIED MILL o. SIZE AND LOCATION OF STRUCTURAL PERIODIC L. FINAL WALK THROUGH UPON COMPLETION OF ALL ART. 33G ELEMENTS. AISC. ASD. FILLER MATERIALS: b. TYPE. SIZE AND LOCATION OF ANCHORS, PERIODIC SEC. INCLUDING DETAILS OF ANCHORAGE OF CONSTRUCTION DOCUMENTS. 1.15.4,2.1.2 MASONRY TO STRUCTURAL MEMBERS, COMPLIANCE REQUIRED FRAMES OR OTHER CONSTRUCTION o. STRUCTURAL STEEL c. SPECIFIED SIZE. GRADE AND PERIODIC SEC. 1.12 ART. 2.4, 3.4 TYPE OF REINFORCEMENT. GROOVE WELDS a. WELDING OF REINFORCING BARS. ONTINUOUS SEC. 8.5.7 k SEC. 8.5.7.2 CONTINUOUS e. PROTECTION OF MASONRY DURING PERIODIC ART. 1.8 COLD WEATHER (TEMPERATURE THAN OR EQUAL TO 5/16' (7,9-) BELOW 40F) OR HOT WEATHER PERIODIC AWS 01.3 S. INSPECTION OF STEEL FRAME JOINT (TEMPERATURE ABOVE 907). DETAILS FOR COMPLIANCE WITH APPROVED 3. PRIOR TO GROUTING, THE FOLLOWING SHALL CONSTRUCTION DOCUMENTS: BE VERIFIED TO ENSURE COMPLIANCE: b. MEMBER LOCATIONS. c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. a. GROUT SPACE IS CLEAN. PERIODIC INSPECTION OF FABRICATORS ART. 3.2D b. PLACEMENT OF REINFORCEMENT PERIODIC a. STRUCTURAL STEEL (AISC CERTIFIED FOR CONVENTIONAL STEEL BUILDING) ART. 3.4 AND CONNECTORS. a. PRECAST CONCRETE WALLS PANELS (PCI GROUP C MANUFACTURER WITH C3 CERTIFICATION) e. LOAD BEARING CONCRETE MASONRY (NCMA MEMBER) c. PROPORTIONS OF SITE -PREPARED GROUT PERIODIC VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND OUAUTY ART. 2.6B d CONSTRUCTION OF MORTAR JOI TS PERIODIC INSPECTOR SHALL RENEW THE PROCEDURES FOR COMPLETENESS AND ADEQUACY ART. 3.3B 4. GROUT PLACEMENT SHALL BE VERIFIED TO ONTINUOUS SUBMIT A CERTIFICATE OF THE COMPLIANCE TO THE BUILDING OFFICIAL ART. 3.5 ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS. 5. PREPARATION OF ANY REQUIRED GROUT ONTINUOUS ART. 1.4 SPECIMENS. MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. 6. COMPLIANCE NTH REQUIRED INSPECTION PERIODIC ART. 1,5 PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND APPROVED SUBMITTALS SHALL BE VERIFIED SPECIAL INSPECTION FREQUENCY REFERENCED STANDARD CONCRETE (APPLICABLE TO STRUCTURAL CONCRETE OVER F'C - 2.500 PSI) STANDARD STEEL CONSTRUCTION 1. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO CONTINUOUS 1. MATERIAL VERIFICATION OF HIGH-STRENGTH AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE APPLICABLE BOLTS, NUTS, AND WASHERS: LOADS HAVE BEEN INCREASED ASTM MATERIAL SPECIFICATIONS: AISC ASO. a. IDENTIFICATION MARKINGS TO CONFORM TO 2.INSPECT EPDXY ANCHORS AND EXPANSION ANCHORS CONTINUOUS PRODUCT INSTALLED IN HARDENED CONCRETE. NOTES FOR CONCRETE ALSO ICC -ES b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. REPORT SPECIAL INSPECTION FREQUENCY REFERENCED STANDARD DRI EQ PlERe STANDARD STEEL CONSTRUCTION CONTINUOUS GEOTECHNICAL COMPLETE AND ACCURATE RECORDS FOR EACH PIER. 1. MATERIAL VERIFICATION OF HIGH-STRENGTH PERIODIC APPLICABLE BOLTS, NUTS, AND WASHERS: EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ASTM MATERIAL SPECIFICATIONS: AISC ASO. a. IDENTIFICATION MARKINGS TO CONFORM TO AS IM STANDARDS SPECIFIED IN IHE 3. FORCONCRETE PIERS, PERFORM ADDITIONAL SECTION A3.4: APPROVED CONSTRUCTION DOCUMENTS. NOTES FOR CONCRETE ALSO AISC LRFD. SECTION AJ.3 b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. COMPACTION GROUTING, DYNAMIC COMPACTION, OR 2. INSPECTION OF HIGH-STRENGIH BOLTING: PERIODIC AISC LRI D SECTION M2.5 a, BEARING TYPE CONNECTIONS b. SLIP-CRITICALI CONNECTIONS CONTINUOUS 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: K. AFTER NAILING OF FLOOR PLYWOOD DIAPHRAGM(S): PRIOR TO ASIM A 6 OR a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE J. AFTER NAILING OF ROOF PLYWOOD DIAPHRAGM(S): PRIOR 10 ASTM A 568 APPROVED CONSTRUCTION DOCUMENTS, K. PRIOR TO ROOFING OR PLACEMENT OF CONCRETE FILL b. MANUFACTURER'S CERTIFIED MILL TEST REPORTS. REQUIRED L. FINAL WALK THROUGH UPON COMPLETION OF ALL 4. MATERIAL VERIFICATION OF WELD STRUCTURAL ASPECTS OF THE PROJECT PRIOR TO AISC. ASD. FILLER MATERIALS: SECTION A3.6 AISC LRFD. SECTION A3.5 o. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED 5. INSPECTION OF WELDING: o. STRUCTURAL STEEL 1) COMPLETE AND PARTIAL PENETRATION CONTINUOUS AWS CIA GROOVE WELDS 2)MULTI-PASS FILLET WELDS CONTINUOUS 3)SINGLE-PASS FILLET WELDS CONTINUOUS GREATER THAN 5/16' (7.9-) 4) SINGLE -PASS FILLET WELDS LESS PERIODIC THAN OR EQUAL TO 5/16' (7,9-) 5)FLOOR AND DECK WELDS PERIODIC AWS 01.3 S. INSPECTION OF STEEL FRAME JOINT PERIODIC DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: a. DETAILS SUCH AS BRACING AND STIFFENING b. MEMBER LOCATIONS. c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. INSPECTION OF FABRICATORS PERIODIC 1. APPLICABLE ELEMENT (FABRICATOR CERTIFICATION REQUIREMENTS a. STRUCTURAL STEEL (AISC CERTIFIED FOR CONVENTIONAL STEEL BUILDING) b. STEEL JOISTS/ JOIST GIRDERS (SJI MEMBER) c. STEEL ROOF DECK (SDI MEMBER) a. PRECAST CONCRETE WALLS PANELS (PCI GROUP C MANUFACTURER WITH C3 CERTIFICATION) e. LOAD BEARING CONCRETE MASONRY (NCMA MEMBER) 2. WHEN SPECIAL INSPECTIONS ARE REQUIRED BY BUILDING OFFICIAL a)FABRICATION AND IMPLEMENTATION PROCEDURES: THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND OUAUTY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION, CONTROL OF THE WORKMANSHIP, AND THE FABRICATOR'S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. THE SPECIAL INSPECTOR SHALL RENEW THE PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK. 3. WHEN SPECIAL INSPECTIONS ARE NOT REQUIRED BY THE BUILDING OFFICIAL a)UPON COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF THE COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. SPECIAL INSPECTION FREQUENCY REFERENCED REFERENCED STANDARD STANDARD DRI EQ PlERe CONTINUOUS 1. OBSERVE DRILLING OPERATIONS AND MAINTAIN CONTINUOUS GEOTECHNICAL COMPLETE AND ACCURATE RECORDS FOR EACH PIER. ENGINEERING REPORT 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PIER DIAMETERS (IF APPLICABLE). LENGTHS. REPORT EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND HOLD-DOWNS. ADEQUATE END BEARING STRATA CAPACITY. 3. EVALUATION OF IN-PLACE DENSITY OF COMPACTED FILL 3. FORCONCRETE PIERS, PERFORM ADDITIONAL SEE SPECIAL IN PCTON INSPECTIONS IN ACCORDANCE NTH SECTION 1704.4. NOTES FOR CONCRETE ALSO SPECIAL INSPECTION FREQUENCY REFERENCED STANDARD cnl c 1. 51 TE PREPARATION -VERIFY THAT THE SITE SUBGRADE CONTINUOUS GEOTECHNICAL SOILS ARE PROPERLY PREPARED SEISMIC -FDRCE-RESISTING SYSTEM. ENGINEERING 2. FILL PLACEMENT 12' THICK OR GREATER - VERIFY CONTINUOUS REPORT MATERIAL BEING USED AND LIFT THICKNESS HOLD-DOWNS. D. UPON COMPLETION OF WELDING AT STEEL MOMENT 3. EVALUATION OF IN-PLACE DENSITY OF COMPACTED FILL PERIODIC 12' THICK OR GREATER F. PRIOR TO PLACEMENT OF GROUT IN FIRST UFT. 4. SUB -GRADE IMPROVEMENTS INVOLVING SOIL MIXING. CONTINUOUS COMPACTION GROUTING, DYNAMIC COMPACTION, OR H. AFTER HARING OF ALL PLYWOOD SHEAR WALLS AND ALL PLACEMENT OF STONE COLUMNS HOLDOWNS, DRAGS, STRAPS ARE IN PLACE. AND PRIOR TO STRUCTURAL ORSERVATIOW I. STRUCTURAL OBSERVATIONS BY AN INDEPENDENI ENGINEER OR THE CNGINEER OF RECORD SHALL BE MADE IN ACCORDANCE WITH SECTION 1704 OF THE 2013 CALIFORNIA BUILDING CODE AT IHF. EXPENSE OF IHC OWNER 10 REVIEW THE CONSTRUCTION OF THE PROJECT. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCIURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES, AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WANE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR(S). 2. [HE OWNER SHALL EMPLOY THE CML OR STRUCTURAL ENGINEER OR [HE ARCHITECT OF RECORD OR THEIR DESIGNATED AGENT TO PERFORM THE STRUCTURAL OBSERVATION. J. EVIDENCE OF EMPLOYMENT 13Y THE OWNER SHALL BE PROV10FO TO THE BUILDING INSPECTOR BEFORE THE FIRST SITE VISIT. 4 WHEN A PRECONSTRUCTIOMEETING NG IS . REQUIRED. It SHALL BE ATTENDED B Y THE GENERAL CONTRACTORAPPROPRIATE CO TRACTORS AND DEPUTY INSPECTORS. THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS WHICH REQUIRE STRUCTURAL OBSCRVAIIDN WILL BE ICE N71FIED. A RECORD OF THE MEETING SHALL BE INCLUDED IN THE FIRST OBSERVATION REPORT. 5. REQUIRED OBSERVATIONS ARE TO OCCUR AT THE FOLLOWING STAGES OF CONSTRUCTION AS A MINIMUM, FOR EACH BUILDING OR STRUCTURE AS APPLICABLE. NOTIFY THE ENGINEER 72 HOURS PRIOR TO EACH OBSERVATION. REQUIRED FREQUENCY REFERENCED F CHECKED ITEMS COLO -FORM D STEEL FRAMING A PRECONSTRUCDON MEETING SHALT. BE ATTENDED BY THE 1. DURING WELDING OPERATIONS OF ELEMENTS OF THE STRUCTURAL OBSERVER OF RECORD. SEISMIC -FDRCE-RESISTING SYSTEM. B. PRIOR TO PLACEMENT OF CONCRETE FOR THE FIRST 2. SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC -FORCE FOUNDATION POUR. RESISTING SYSTEM, INCLUDING STRUTS. BRACES k C. PRIOR TO PLACEMENT OF CONCRETE IN WALL FORMS, HOLD-DOWNS. D. UPON COMPLETION OF WELDING AT STEEL MOMENT FRAMES. E UPON COMPLETED ERECTION OF AIL STRUCTURAL STEEL, F. PRIOR TO PLACEMENT OF GROUT IN FIRST UFT. G. PRIOR TO GROUTING THE TOP 48* OF MASONRY WALLS AT FLOOR AND ROOF UNE. (CHORD REINFORONG) H. AFTER HARING OF ALL PLYWOOD SHEAR WALLS AND ALL HOLDOWNS, DRAGS, STRAPS ARE IN PLACE. AND PRIOR TO COVERING ANY OF THE SHEAR WALLS. K. AFTER NAILING OF FLOOR PLYWOOD DIAPHRAGM(S): PRIOR TO COVERING, J. AFTER NAILING OF ROOF PLYWOOD DIAPHRAGM(S): PRIOR 10 COVERING. K. PRIOR TO ROOFING OR PLACEMENT OF CONCRETE FILL OVER METAL DECK ROOFS OR FLOORS. L. FINAL WALK THROUGH UPON COMPLETION OF ALL STRUCTURAL ASPECTS OF THE PROJECT PRIOR TO ARCHITECTURAL FINISHES. M. NO STRUCTURAL OBSERVATION REWIRED 6. A REPORT PREPARED ON DEPARTMENT FORMS OR FORMS PREPARED BY THE ENGINEER OR ARCHITECT OF RECORD FOR EACH SIGNIFICANT STAGE OF CONSTRUCTION OBSERVED. SHALL BE LEFT AT THE PROJECT SITE FOR THE CONTRACTOR TO FORWARD TO THE BUILDING INSPECTOR. THE FORMS SHALL BE WET SIGNED AND SEALED BY THE RESPONSIBLE STRUCTURAL OBSERVER, ONE SIGNED COPY OF THE REPORT SHALL BE PROVIDED TO THE OWNER, CONTRACTOR, AND DEPUTY INSPECTOR, AS REQUESTED. 7. A FINAL OBSERVATION REPORT MUST BE SUBMITTED WHICH SHOWS THAT ALL OBSERVED DEFICIENCIES WERE RESOLVED AND THE STRUCTURAL SYSTEM GENERALLY CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS. B. IF THE OWNER ELECTS TO CHANCE THE STRUCTURAL OBSERVER OF RECORD. THE OWNER SHALL: A. NOTIFY BUILDING INSPECTOR IN WRITING BEFORE THE NEXT INSPECTION. B. CALL AN ADDITIONAL PRECONSTRUCTION MEETING. AND FURNISH THE REPLACEMENT STRUCTURAL OBSERVER WITH A COPY OF PREVIOUS OBSERVER'S REPORTS. C. THE NEW OBSERVER SHALL BE RESPONSIBLE FOR APPROVAL OF THE CORRECTION OF ALL THE ORIGINAL OBSERVED NOTED DEFICIENCIES. 9. THE ENGINEER OR ARCHITECT OF RECORD SHALL DEVELOP ALL CHANGES TO THE STRUCTURAL SYSTEMS AT THE CONTRACTOR'S EXPENSE. 10. STRUCTURAL OBSERVATION SHALL BE PERFORMED BY NATIONAL ENGINEERING ! CONSULTING, INC. SPECIAL INSPECTION FREQUENCY REFERENCED STANDARD COLO -FORM D STEEL FRAMING 1. DURING WELDING OPERATIONS OF ELEMENTS OF THE PERIODIC SEISMIC -FDRCE-RESISTING SYSTEM. 2. SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC -FORCE PERIODIC CBC 1705.10.2 RESISTING SYSTEM, INCLUDING STRUTS. BRACES k HOLD-DOWNS. SPECIAL INSPECTION FREQUENCY REFERENCED STANDARD ILII 1. DURING FIELD GLUING OPERATIONS OF ELEMENTS OF THE CONTINUOUS SEISMIC -FORCE -RESISTING SYSTEM. 2. NAILING. BOLTING. ANCHORING AND OTHER FASTENING OF PERIODIC C8C COMPONENTS NTHIN SEISMIC -FORCE -RESISTING SYSTEM, 1705.10.1 INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS 11 HOLD-DOWNS. EX�PTION SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS 81 DIAPHRAGMS. INCLUDING NAIUNG. BOLTING, ANCHORING @ OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC -FORCE -RESISTING SYSTEM, WHERE THE FASTENER SPACING OF THE SHEATHING IS MORE THAN 4 INCHES ON CENTER. SPECIAL INSPECTION CONTACT INFORMATION: GEOTECHNICAL INSPECTIONS SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER. ALL OTHER INSPEC71ONS SHALL BE PERFORMED BY NATIONAL ENGINEERING B CONSULTING. INC. TO SCHEDULE AN INSPECTION PLEASE CALL (949) 716-9990. OR EMAIL: INSPEC TONATIONALENG.COM T • •Mobile Stick Together° 2008 MGGAW AVENUE IRVINE, CA 92814 -PLANS PREPARED BY: iNATIONAL ENGINEERING 8 CONSULTING. IN C ORCHARD. L.HKE FORE6T. G 02p3p PHONE: B4B 1Q A%' 11i�e1 'si O.BB9) � oeeo I F SEQUOIA DIPLOYMEYT SERVICES, INC 22471 ASPAN STREET, STE 290 LAKE FOREST, CA 92630 0 TO/0 /1q DESCRIPTION: BY: DATE* 1 T90Y CONSTRUCTION NT 1 2 1 10/15/14 1 10OX CONSTRUCTION I EVT INFORMATION: I E04420A IMPERIAL IRRIGATION 51808 BBTH AVENUE LA OUINTA, CA 92263 SHEET TITLE: GENERAL NOTES & SPECIFICATIONS SHEET NUMBER: T-4 WITHOUT THE SHOULD DL USED I 2 A-6 "-1 � � . � - T Mobile Stick Together' NOIR I. THIS SITE PLAN HAS BEEN CREATED HHIS SI OF A SI IC SURELY AND FOR CONCEPTUAL PURPOSES ONI.Y. 2008 MCGAW AVENUE IRVINE, CA 92814 EXISTING PLANS PREPARED Br: GRAVEL AREA EXISTING ELECTRICAL EQUIPMENT NATIONAL ENGINEERING & CONSULTING. INC s osac..Asao. Pones,•. w vzs�o nHONe(wB) s�o-oavo I wwx: (wv) ale-aw-s CLIENTS EXISTING T -MOBILE EQUIPMENT T§EQUOIA LOCATION iSDT -B LOYMENTT SERVICES, UVC. REFER f0 ENLARGED SITE PLAN ON SHEET A-2 1 72471 ASPAN SIRF.EI, STC 190 LAKE FOREST, CA 92630 O. N DATE: DESCRIPTION: BY: A'7 2 I 3 A-7 1 10/01/14 90% CONSTRUCTION NT 2 10/15/14 100% CONSTRUCTION EVT - - A-7 - - - - [Ell� A-7 EXISTINGP. LINK FENCE. TYP. `EXISTINGT GRAVEL AREA EXISTING BUILDING - EXISTING PAVED AREAS REA .. 1 2 A-5 A-5 SITE INFORMATION: EXISTING BUILDING EXISTING BUILDING I E04420A IMPERIAL IRRIGATION EXISTING BUILDING EXISTING —� PARKING ARA EXISTING PARKING AREA E%ISTING AT&T 15' WIDE NON-EXCLUSIVE ACCESS ROAD FROM PUBLIC R/W. 8160886TH AVENUE LA OUINTA CA 92253 SEAL• EXISTING BUILDING �E. E. ¢� O9.1NIAI� EXISTING PARKING ARA SHEET TITLE: EXISTING DRIVEWAY. SITE PLAN _ _ _ _ _ q _ 58TH. AVENUE N SHEET NUMBER: Amol SITE PLAN 0 4V ® I EXISTING 7' HIGH CHAN LINK FFNCF. TYP. x— x x x x t20'-0' PROPOSED T -MOBILE ANTENNA I— x x X— x — LOCATION REFER TO ANTENNA LAYOUT PLAN ON SHEET A-4 I 1 . THIS I, H15 SITE PLAN HAS BEEN CREATED WITHOUT EHE BENEFIT OF A SITE SURVEY AND SHOULD BE USED FOR CONCEPTUAL PURPOSES ONLY. ENLARGED EQUIPMENT LAOUT PLAN 313' `EXISTING GRAVEL AREA EXISTING TREE. TYP. It I} x — x — x r— x —x X " x I EXISTING T -MOBILE 6' HIGH IFU/ CHAIN LINK FENCE. TYP. x x � m N EXISTING T -MOBILE f0' \ I / WIDE DOUBLE SWING GATE. I' I x � x l7 T • •Mobile Stick Together° 2008 MGGAW AVENUE IRVINE, CA 92614 INS PREPARED RV- NATIONAL ENGINEERING 8 CONSULTING, INC '/ OROHMO, IAxE ROREeT, CA 02030 PHONG: (W O)'l�bOB00 I FNt: (W B) )�60••'! CLIENTS SEQUOIA DEPLOYMENT SERVICES, INC 22471 ASPAN STREET, STE 290 LAKE FOREST, CA 92630 NO. DATE: DESCRIPTION: BY: 1 10/01/14 9076 CONSTRUCTION NT 2 1 10/15/14 1 100% CONSTRUCTION EVT —SITE INFORMATION: I E04420A IMPERIAL IRRIGATION 81606 68TH AVENUE LA OUINTA, CA OZE53 4pw,g4 j��4r E 0 �9S � eml4ve �� pV.tN).>914 O A4 ' • s 3b y1� LL X 1I x X ENLARGED EQUIPMENT LAYOUT PLAN SHEET NUMBER: SCALE: i 0 v r if I EXISTING 10' WIDE DOUBLE SWING UTE. x � x x ll V x x x - x x 1 . THIS I, H15 SITE PLAN HAS BEEN CREATED WITHOUT EHE BENEFIT OF A SITE SURVEY AND SHOULD BE USED FOR CONCEPTUAL PURPOSES ONLY. ENLARGED EQUIPMENT LAOUT PLAN 313' `EXISTING GRAVEL AREA EXISTING TREE. TYP. It I} x — x — x r— x —x X " x I EXISTING T -MOBILE 6' HIGH IFU/ CHAIN LINK FENCE. TYP. x x � m N EXISTING T -MOBILE f0' \ I / WIDE DOUBLE SWING GATE. I' I x � x l7 T • •Mobile Stick Together° 2008 MGGAW AVENUE IRVINE, CA 92614 INS PREPARED RV- NATIONAL ENGINEERING 8 CONSULTING, INC '/ OROHMO, IAxE ROREeT, CA 02030 PHONG: (W O)'l�bOB00 I FNt: (W B) )�60••'! CLIENTS SEQUOIA DEPLOYMENT SERVICES, INC 22471 ASPAN STREET, STE 290 LAKE FOREST, CA 92630 NO. DATE: DESCRIPTION: BY: 1 10/01/14 9076 CONSTRUCTION NT 2 1 10/15/14 1 100% CONSTRUCTION EVT —SITE INFORMATION: I E04420A IMPERIAL IRRIGATION 81606 68TH AVENUE LA OUINTA, CA OZE53 4pw,g4 j��4r E 0 �9S � eml4ve �� pV.tN).>914 O A4 ' • s 3b y1� LL X 1I x X ENLARGED EQUIPMENT LAYOUT PLAN SHEET NUMBER: SCALE: i 0 v r if EXISTING EQUIPMENT LAYOUT PLAN R. EQUIPMENT )R. POWER i. FIBER )X. ALARM IOUNTED i ER WALL EXISTING T -MOBILE COAX - CABLE ENTRY PORTS. EXISTING T -MOBILE MASTER GROUND BUSS BAR, { 9._0' EXISTING T -MOBILE A/C UNIT N SGAL 0 8 1' ? 3/4"�1E:-0' 1 PROPOSED EQUIPMENT LAYOUT PLAN ' EXISTING T -MOBILE A/C UNIT EXISHNG f -MOBILE EQUIPMENT SHELTER. EXISTING T -MOBILE EQUIPMENT ROOM ACCESS DOOR. EXISTING T -MOBILE FLECfRICAI. PANEL. EXISTING T -MOBILE ELECTRICAL METER EXISTING T -MOBILE POWER DISCONNECT SWITCH. EXISTING T -MOBILE FIBER OPTIC BOX. EXISTING UTILITY BOX. EXISTING T -MOBILE ALARM BOX. EXISTING T -MOBILE EQUIPMENT RACK MOUNTED TO EXISTING SHELTER WALL N SCALE: w T • -Mobile Stick Together' 2008 MGGAW AVENUE IRVINE, CA 92614 PLANS PREPARED BY: NATIONAL ENGINEERING 8 CONSULTING. INC 7 ORGHAgO, LAI(E -EBT. CA B2E30 vHOVE: (BSB) atB-0BW I FqX: lBaBl a,0-BBBa EXISTING NO. 1 T -MOBILE 0% CONSTRUCTION INDOOR BTS 2 CABINET. 100% CONSTRUCTION EVT EXISTING T -MOBILE INDOOR BBU CABINET. EXISTING T -MOBILE INDOOR BBU CABINET. EXISTING T -MOBILE SITE INFORMATION: I E04420A IMPERIAL IRRIGATION 81806 BETH AVENUE LA OUINTA, CA 0" INDOOR BTS SHEET TITLE: EXISTING AND PROPOSED EQUIPMENT LAYOUT PLANS SHEET NUMBER: A-3 PROPOSED T -MOBILE RBS CABINET. 3206 INDOOR EQUIPMENT CABINET. B A -B �\ PROPOSED T -MOBILE DUS41 EQUIPMENT INSTALLED WITHIN PROPOSED EQUIPMENT CABINET \ r . 11 Ir EXISTING T -MOBILE A/C UNIT N SGAL 0 8 1' ? 3/4"�1E:-0' 1 PROPOSED EQUIPMENT LAYOUT PLAN ' EXISTING T -MOBILE A/C UNIT EXISHNG f -MOBILE EQUIPMENT SHELTER. EXISTING T -MOBILE EQUIPMENT ROOM ACCESS DOOR. EXISTING T -MOBILE FLECfRICAI. PANEL. EXISTING T -MOBILE ELECTRICAL METER EXISTING T -MOBILE POWER DISCONNECT SWITCH. EXISTING T -MOBILE FIBER OPTIC BOX. EXISTING UTILITY BOX. EXISTING T -MOBILE ALARM BOX. EXISTING T -MOBILE EQUIPMENT RACK MOUNTED TO EXISTING SHELTER WALL N SCALE: w T • -Mobile Stick Together' 2008 MGGAW AVENUE IRVINE, CA 92614 PLANS PREPARED BY: NATIONAL ENGINEERING 8 CONSULTING. INC 7 ORGHAgO, LAI(E -EBT. CA B2E30 vHOVE: (BSB) atB-0BW I FqX: lBaBl a,0-BBBa CLIENTS SEQUOIA DEPLOYMENT SERVICES, ZINC 22471 ASPAN STREET. STE 290 LAKE FOREST, CA 92630 NO. 1 DATE:DESCRIPTION: 10/01/1"T9 0% CONSTRUCTION BY: NT 2 10/15/14 100% CONSTRUCTION EVT SITE INFORMATION: I E04420A IMPERIAL IRRIGATION 81806 BETH AVENUE LA OUINTA, CA 0" SEAL: m. tzit�u a B' tl4t�' SHEET TITLE: EXISTING AND PROPOSED EQUIPMENT LAYOUT PLANS SHEET NUMBER: A-3 EXISTING T -MOBILE ANTENNA - MOUNTING ARM TO REMOVED AND REPLACED. TYP. OF (1) PER SECTOR. (3) SECTORS. (3) TOTAL. EXISTING T -MOBILE 4' HIGH AIR -21 PANEL ANTENNAS TO BE REMOVED AND RELOCATED. TYP. OF (2)ANTENNAS PER SECTOR. (3) SECTORS. (6) TOTAL. EXISTING 105' HIGH SELF TOWER. n 0 p . 1OePv S�GP�� U ql II II II II II I I I I I •`\ 0 o` U *900 11019 EXISTING T -MOBILE TWIN AWS V TMA 'S RELOCATED TO POSITIONN 2.. TYP OF ALL SECTORS, EXISTING ANTENNA LAYOUT PLAN RELOCATED FXISIING I -MOBILE TWIN AWS IMA'S TYP. N �r 11 SCALE: PROPOSED ANTENNA LAYOUT PLAN EXISTING 105' HIGII SELF TOWER. RELOCATED EXISTING I -MOBILE 4' HIGH AIR -21 PANEL ANTENNAS. TYP. OF (2) ANTENNAS PER SECTOR. (3) SECTORS. (6) TOTAL. �PROPOSEO I -MOBILE 8' HIGH DUAL COMMSCOPE PANEL ANTENNAS MOUNTED ON EXISTING LATTICE TOWER. TYP. OF (1) ANTENNA PER SECTOR. (3) SECTORS. (3) TOTAL. I 2 A -B A-8 PROPOSED T -MOBILE RRUS11812 MOUNTED TO PROPOSED PANEL ANTENNA. TYP. OF (1) RRUS PER SECTOR. (3) SECTORS. (3) TOTAL. I J , A -B A-8 A -B PROPOSED T -MOBILE ANTENNA MOUNTING ARM. VALMONT MODEL: USF10-396-U. TYP. OF (1) PER SECTOR. (3) SECTORS. N (3) TOTAL. 11 10 z 11 A -B SCALE: 2 T • •Mobiles Stick Together° 2008 MDGAW AVENUE IRVINE, CA 92814 PLANS PREPARED BY: ®NATIONAL ENGINEERING 8 CONSULTING. INC 21 AI.. l L FOAEaT. �, azo PHONE: (Ba0) Y0.09D0 I FAX: (9�OI 'iOBW"! CLIENTS TDEQUOIA LOYMETT SERVICES, INC. 22411 ASPAN STREET. STC 290 LAKE FOREST, CA 92630 NO. 1 DATE: 10/01/14 DESCRIPTION: 90% CONSTRUCTION BY: NT 2 10/15/14 100% CONSTRUCTION EV1 SITE INFORMATION: I E04420A IMPERIAL IRRIGATION 91606 59TH AVENUE LA GUINTA, CA 912263 REAL: O. �Q SHEET TITLE: EXISTING AND PROPOSED ANTENNA LAYOUT PLANS SMEET NUMBER: A-4 EXISTING PANEL ANTENNAS. (BY OTHERS) EXISTING T -MOBILE ANTENNA P. MOUNIIYNC ARM TO REMOVED AND REPLACED. OF ( I ) PER SECTOR. (3) SECTORS. (3) TOTAL. EXISTING T -MOBILE 4' HIGH AIR -21 PANEL RELOCATED. ANTENNAS 7011 RELOCA(2 REMOVED AN TED. 7YP, OF (2) ANTENNAS PER SECTOR. (3) SECTORS. (6) TOTAL. I I SECTOR "GAMMA" 210" AZIMUTH EXISTING 105' HIGH SELF TOWER.—� EXISTING ICE BRIDGE.- (BY OTHERS) EXISTING EQUIPMENT — EXISTING TREE. TYP. SHELTER. (BY OTHERS) EXISTING BUILDING �`EXISTING 10' WIDE — AKr DOUBLE SWING GTE. EXISTING SOUTH ELEVATION EXISTING PANEL ANTENNAS. (BY OTHERS) —� RELOCATED EXISTING T -MOBILE 4' HIGH AIR -21 PANEL ANTENNAS. TYP. OF (2) ANTENNAS PER SECTOR. (3) SECTORS. (6) TOTAL. PROPOSED T -MOBILE ANTENNA MOUNTING ARM. VALMONT MODEL: USF10-396-U. TYP. OF (1) PER SECTOR. (3) SECTORS. (3) TOTAL. PROPOSED T -MOBILE 8' HIGH COMMSCOPE PANEL ANTENNASMOUNTED ON EXISTING LATTICE TOWER. TYP. OF (1) ANTENNA PER SECTOR. (3) SECTORS. (3) TOTAL. PROPOSED T -MOBILE RRUSI1812 MOUNTED TO PROPOSED PANEL ANTENNA. TYP. OF (1) RRUS PER SECTOR. (3) SECTORS. (3) TOTAL. SECTOR "GAMMA" 210" AZIMUTH EXISTING 705' HIGH SELF TOWER. EXISTING ICE BRIDGE. (BY OTHERS) EXISTING EQUIPMENT EXISTING TREE. TYP. SHELTER. (BY OTHERS) EXISTING BUILDING DOUBLE SWING'GTE. PROPOSED SOUTH ELEVATION SECTOR "BETA" 90" AZIMUTH SECTOR "BETA" 90D AZIMUTH EXISTING T -MOBILE ICE BRIDGE. EXISTING I -MOBILE EQUIPMENT SHELTER EXISTING T -MOBILE 10' WIDE DOUBLE SWING GTE EXISTING 7' HIGH CHAN LINK FENCE. TYP. EXISTING T -MOBILE ICE BRIDGE. EXISTING T -MOBILE EQUIPMENT SHELTER EXISTING T -MOBILE 10' WIDE DOUBLE SWING GATE. EXISTING 7' HIGH CHAN LINK FENCE. TYP. REFERENCE GRADE = t0' -O' I l SCALE: 0 9 IV 1'e10' REFERENCE GRADE = t0'-0' I I I I 'k SCALE:: w 0 Q 1v 1'=10' T • -Mobile Stick Together° 2008 MCGAW AVENUE IRVINE, CA 92614 PLANS PREPARED BY: NATIONAL ENGINEERING 8 CONSULTING, INC RCMARO, I_.SKE FOREST, CA DZ030 PfIOwE: (DSD) �+68980 I FA%: (WB) s+"-BBHf CLIENTS SEQUOIA DEPLAYMEYT SERVICES, INC, 12471 ASPAN STREET, STE 190 LAKE FOREST, G 92630 NO. 1 DATE: 10/01/14 DESCRIPTION: 90% CONSTRUCTION BY: NT 2 10/15/14 100% CONSTRUCTION EVT SITE INFORMATION: I E04420A IMPERIAL IRRIGATION 81808 68TH AVENUE LA OUINTA, CA 9225.1 SEAL. = 8 O(p.1N1.'DN C SMEET TITLE: ARCHITECTURAL ELEVATIONS SHEET NUMBER: A-5 EXISTING NORTH ELEVATION EXISTING PANEL ANTENNAS. (BY OTHERS) - EXISTING T -MOBILE ANTENNA MOUNTING ARM TO REMOVED AND REPLACED. TYP. OF ( I ) PER SECTOR. (3) SECTORS. (3) TOTAL. EXISTING T -MOBILE 4' HIGH AIR -21 PANEL ANTENNAS TO BE REMOVED AND RELOCATED. TYP. OF (2) ANTENNAS PER SECTOR. (3) SECTORS. (6) TOTAL. -- SECTOR "BETA" 90" AZIMUTH EXISTING 105' HIGH SELF TOWER. EXISTING TREE. TYP. --\ EXISTING I -MOBILE ICE BRIDGE. EXISTING T -MOBILE \ EOUIPMENT SHELTER. EXISG T -MOBILE 6' HIGTINH CHAIN LINK FENCE. TYP. EXISTING 7' HIGH CHAIN LINK FENCE TYP. -n v SECTOR "ALPHA" 3300 AZIMUTH EXISTING PANEL ANTENNAS. (BY OTHERS) - PROPOSED T -MOBILE ANTENNA MOUNTING ARM. VALMONTMODEL: USFIO-396-U. TYP. OF (I) PER SECTOR. (3) SECTORS. (3) TOTAL. RELOCATED EXISTING T -MOBILE 4' HIGH AIR -21 PANEL ANTENNAS. TYP. OF (2) ANTENNAS PER SECTOR. (3) SECTORS. (6) TOTAL. PLANS PREPARED BY: ■NATIONAL ENGINEERING 8 CONSULTING, INC 21 osacHwpo. �.n "z"3o CLIENTS SEQUOIA DEPEOI' (3 SERVICES, INC. 22471 ASPAN STREET, ST E 290 LAKE FOREST, CA 92630 NO.DATE: t 10/07/14 PROPOSED T -MOBILE B' HIGH DUAL BY: NT 2 10/15/14 100% CONSTRUCTION COMMSCOPE PANEL ANTENNAS MOUNTED ON EXISTING LATTICE TOWER. TYP. OF (1) ANTENNA PER SECTOR. (3) SECTORS. (3) TOTAL. yy c 3 PROPOSED T -MOBILE RRUS11B12 MOUNTED TO PROPOSED PANEL i ANTENNA. TYP. OF (1) RRUS PER a a SECTOR. (3) SECTORS. (3) TOTAL. o a a a SECTOR "BETA" w w 90" o J O 5 a w J 0 AZIMUTH 5 O I r c o 5 I EXISTING 105' HIGH SELF TOWER. w 0 b 0 1 U o EXISTING TREE. TYP. i EXISTING T -MOBILE - - 4f ICE BRIDGE. G I EXISTING T -MOBILE - EOUIPMENT SHELTER. 0 p%ISTING T -MOBILE 6' HIGH CHAIN LINK u FENCE. TYP. EXISTING 7' HIGH y vb CHAIN LINK FENCE A. - =.. TYP. PROPOSED NORTH ELEVATION EXISTING ICE BRIDGE. (BY OTHERS) EXISTING EOUIPMENT SHELTER. (BY OTHER! SECTOR "ALPHA" 330° AZIMUTH I EXISTING ICE BRIDGE. (BY OTHERS) EXISTING EQUIPMENT SHELTER. (BY OTHER! EXISTING TREE. TYP. EXISTING BUILDING - EXISTING TREE. TYP. EXISTING BUILDING - SCALE: + 0 e 70 1�=10' l SCALE: w 0 9 10 I'=10' T • -Mobile Stick Together* 2008 MCGAW AVENUE IRVINE, CA 92814 PLANS PREPARED BY: ■NATIONAL ENGINEERING 8 CONSULTING, INC 21 osacHwpo. �.n "z"3o CLIENTS SEQUOIA DEPEOI' (3 SERVICES, INC. 22471 ASPAN STREET, ST E 290 LAKE FOREST, CA 92630 NO.DATE: t 10/07/14 DESCRIPTION: " 90% CONSTRUCTION BY: NT 2 10/15/14 100% CONSTRUCTION EVT SITE INFORMATION: I E04420A IMPERIAL IRRIGATION 81808 88TH AVENUE LA QUINTA, CAG MU SEAL. ®.t3V1.ID1� V yylP� SHEET TITLE: ARCHITECTURAL ELEVATIONS SHEET NUMBER: A-6 EXISTING PANEL ANTENNAS. (BY OTHERS) '--I I �\I j I r EXISTING PANEL ANTENNAS. (By OTHERS) LII lit I EXISTING T -MOBILE ANTENNA MOUNTING u I I C%ISIING I -MOBILE ANTENNA MOUNTING — IL//\II ARM TO REMOVED AND REPLACED. TYP. ARM TO REMOVED AND REPUC TOTAL. ED. IYP.---JI 01' (1) PER SECTOR. (3) SECTORS, (3) I /i �OT((11) PER SECTOR. (3) SECTORS. (3) 1 . EXISTING T -MOBILE 4' HIGH NR -21 EXISTING T -MOBILE < HIGH AIR -21 PANEL ANTENNAS TO OC REMOVED AND PANEL ANTENNAS f0 BE REMOVED AND 17� RELOCATED. TYP. O! (2) ANTENNAS RCLOGTCD. IYP. O! (2) ANTENNAS ER SEI \ II PCTOR. (3) SECTORS. (fi) TOTAL. y1 PER SECTOR. (3) SECTORS. (6) TOTAL. J SECTOR "GAMMA" �1 210° VI SECTOR "ALPHA" AZIMUTH o o 3300 / AZIMUTH I Q EXISTING 105' HIGH SELF TOWER. Im.o j o o j o EXISTING 105' HIGH SELF TOWER. o o m o w w 0 0 EXISTING TREE. fYP. o � 0 0 EXIEXISTING T -MOBILE T -MOBILE EQUIPMENT SHELTER. EQUIPMENT SHELTER. / EXISTING 7' HIGH CHAIN L E%ISIING 1 -MOBILE 6' HI '• \\ LINK FENCE. TYP. ----- ( CHAIN LINK FENCE. TYP.__ �• Y EXISTING WEST ELEVATION EXISTING PANEL ANTENNAS. (BY OTHERS) PROPOSED T -MOBILE ANTENNA MOUNTING ARM. VALMONT MODEL: USFIO-396-U. TYP. OF (1) PER SECTOR. (3) SECTORS. (3) TOTAL. RELOCATED EXISTING T -MOBILE 4' HIGH - AIR -21 PANEL ANTENNAS. TYP. OF (2) ANTENNAS PER SECTOR. (3) SECTORS. (6) TOTAL. PROPOSED T -MOBILE B' HIGH DUAL COMMSCOPE PANEL ANTENNAS MOUNTED ON EXISTING LATTICE TOWER. TYP. OF (1) ANTENNA PER SECTOR. (3) SECTORS. (3) TOTAL. PROPOSED i -MOBILE SECTOR"GAMMA" MOUNTED f0 PROPOSEDD PANEL ANTENNA TYP. OF (1) RRUS PER SECTOR. (3) SECTORS. (3) TOTAL. 21Cr SECTOR "ALPHA" AZIMUTH 330" AZIMUTH EXISTING 105' HIGH SELF TOWER. EXISTING TREE. TYP. EXISTING T -MOBILE EQUIPMENT SMELTER. � EXISTING 7' HIGH CHAIN LINK FENCE. TYP. - - - PROPOSED WEST ELEVATION 107 SCALE 1 EXISTING EAST ELEVATION 5710 ,'=,0' EXISTING PANEL ANTENNAS. (BY OTHERS) — PROPOSED T -MOBILE ANTENNA MOUNTING ARM. VALMONT MODEL: USFI0-396-U. TYP. OF (1) PER SECTOR. (3) SECTORS. (3) TOTAL. RELOCATED EXISTING T -MOBILE 4' HIGH AIR -21 PANEL ANTENNAS. TYP. OF (2) ANTENNAS PER SECTOR. (3) SECTORS. (6) TOTAL. PROPOSED T -MOBILE RRI1S111312 MOUNTED TO PROPOSED PANEL ANTENNA TYP. OF (1) RRUS PER SECTOR. (3) SECTORS. (3) TOTAL. �J Z o o PROPOSED T -MOBILE B' HIGH DUAL COMMSCOPE PANEL ANTENNAS MOUNTED N a ON EXISTING LATTICE TOWER. TYP. OF (I) w c o J ANTENNA PER SECTOR. (3) SECTORS. (3) n a a c Z N •' mo 2 n TOTAL. a w w w n j a J o ,c 0 ? I 0 m EXISTING 105' HIGH SELF TOWER. F a a ^ m o a � m o a m n � I z 'z N a o n 41 U w � U w w w O W i o o o p U O W �T EXISTING T -MOBILE SHELTER EOUIPMEN . EXISTING 7' HIGH CHAIN LINK FENCE. TYP. 9 IQ S.` 21 PROPOSED EAST ELEVATION SECTOR "BETA" 90° AZIMUTH EXISTING BUILDING SECTOR "BETA" 9(" AZIMUTH EXISTING BUILDING PANEL. ANTENNAS. F. RS) MICROWAVE 5. (BY OTHERS) HIGH SELF SCALE: w " 5 Io 1•7,D' 3 PANEL ANTENNAS. ERS) MICROWAVE S. (BY OTHERS) HIGH SELF T • -Mobile Stick Together° 2008 MGGAW AVENUE IRVINE, CA 92814 —raAna rncrnncw eT: NATIONAL ENC31NEERINO 8 CONSULTING. INC r osacl-IAa »�71 u� Fonear, ow "aero o«owe: (o.ae-oaoo I c...x: lwaT +1e.aoer CLIENTS SEQUOIA DEPLOYMENT SERVICES, INC. 22471 ASPAN STREET. STE 290 LAKE FOREST, G 92630 NO. DATE: DESCRIPTION: BV: 1 10/01/14 907 CONSTRUCTION NT 2 10/15/14 1 1007 CONSTRUCTION EVi SITE INFORMATION: IE04420A IMPERIAL IRRIGATION 81808 65TH AVENUE LA OUINTA. CA Ck"R �1 ARCHITECTURAL ELEVATIONS SHEET NUMBER: A-7 $GALE: o e TS 1-=10' NEW PAINEI. ANTENNA ERICSSON RRUS-11 B12 NEW VALMONT P272 -K DIMENSIONS, W.D.H: 431.184.452mm (17".7.2".17.8") 2-3/8"0 ANTENNA MOUNTING NEW OR EXISTING POLE PER PLANS. POLE PER PLAN. POWER CONSUMTION: 200 WARS TOTAL WEIGHI: 55 IDs TEMPERATURE: -40' 10 55' C SBNH-1D6565C NEW PIPE MOUNT. O COLOR I RADOME MATERIAL: UGM GRAY I IMERGIA55, w RESISTANT o DIMENSIONS, H.W.Q. 2449.301.181.. (96.12"01.9'.Tlj RRU'S (WHERE OCCURS) - NET WEIGHT; 661 lb, - QUANTITY PER PLAN. WIND LOAD. MAXIMUM: 879. N 0 150KM/H PIPE MOUNTING PER WIND SPEED. MAXIMUM; 197.6 LEF O 150 IKM/H 0 000 NEW RRU UNIT. 241.0 KM/H I 149.8 MPH00 0 0 0 e CONNECTOR INIERIACC. 7-16 DIN FEMALE, WFTOM, 4 Y LOCATION. DIANUTY: s 93 ON °00000 m ��°00000 O- °0000�� O'-10' DOWNTILT ANTENNA LENGTHS: 36" THROUGH 72" ANTENNA MOUNT W / RRU 5CA1 1 PROPOSED ANTENNA SPECIFICATIONSN` s` 2 RRUS-11 B12 DETAILSCAL 3 RRUS PIPE MOUNTING SCALE 4 N.i.S. N.T.S. 24.7.5. NOTES: 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X-RAY OR EQUIVALENT METHODS. NO RERAR OR TENDONS SHALL BE CUT. ALL EXPENSES RELATED TO REPAIR OF CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. 2. SPECLAL INSPECTION IS REQUIRED FOR INSTALLATION OF ANCHORS. 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. EQUIPMENT � I CABINET CRETE WALL HILTI STAINLESS STEEL CONWI OR CLAS I KK BOLT -TZ Tri � o w~ w Wm xa w �a ANCHOR SCHEDULE(') BOLT IHOLE E' DIA. DIA. EMBEDMENT I 2- 1 9/16- 1 3 1/4- (1) INFORMATION SHOWN IN THIS TABLE IS IN ACCORDANCE WITH: ICC ESR -1917 & LARR-25701 (2) USE MANUFACTURER RECOMMENDED ANCHOR BOLT DIAMETER. IF NONE RECOMMENDED, USE 1/2"0 ANCHORS FOR EQUIPMENT U.N.O. HILTI KWIK BOLT -TZ ANCHOR DETAIL N T S 7 S 1s D - rr 10 1 I 16 1 11 12 6 7 1 T 6 -- DETAILrF 6 X2 1 X2 7 4 7 x2 ,4 X2 6 6 8 12 X2 `DETAIL D 2 1 ANTENNA MOUNTIHO PIPES 'ASSEMBLY NO.' I PART NO. "A' 1 PART DESCRIPTK)N'� LENOTH'C' UNR Wi.'D- TOTAL Wf. 5 X2 4 6 8 USF10-372-U P272 2.118.O.D.SCH.40PIPE 7Y 29.07 462.64 L13F1M19B*.0 P284 2-316- O.D. SCH. 40 PIPE B4' 25.91 404.18 7 # DETAIL E USF1039B-1 1 P298 1 2.VW O.D. BCH. 40 PIPE 19e-1 30.78 1 476.71 ANTENNA MOUNTING FRAME SCALE: SCALE: 77,-S7111 N.T.S. 12 T M .Mobile Stick Together* 2008 MGGAW AVENUE IRVINE, CA 92614 PREPARED BY: �NATIONAL ENGINEERING 8 CONSULTING, INC osac.inno. ulcE FOREST. G -an3o PRO.. E: (ea41)'r�s_eepo l FA%: (WB)'s.O.BOU'! SEQUOIA DEPLOYMETT SERVICES, LNC. 22471 !SPAN STREET, STE 290 LAKE FOREST, CA 92630 -DES 12470 170/0 /14 0%CCONSTTRUCTION NTI 1 2 110/15/14 1100% CONSTRUCTION I EVT INFORMATION: I E04420A IMPERIAL IRRIGATION 81608 68TH AVENUE LA QUINT,, CA 82283 SHEET 7TTLE: ARCHITECTURAL DETAILS SKEET NUMBER: A-8 16 24 6 7 16 18 - 28�-- PART DESCRIPTION LENGTH 16 12 6 7 12 \ X2 12 \26 26 27 2P PIPE MOUNT STANDOFF ARM �X2 X2 X26X2 71.95 71.98 2 1 CFM UPPER GATE FOOT WELOMENT 18.90 6 29 12 12 5 7 CFS 7 1 1 �71 12.72 4 121 A1206 lW W A926 HDO BOLT 61n. 0.34 0.69 1 112 01 2L 1? HOG LOCKWASHER 20DETAIL 0.01 ODETM 6 A 12 X2 19 DETAIL B 22 C 10 0.14 7 5 X2 012NUT X27 0.07 7.87 X2 8 X2X2 W ■ 12'THREADED ROD (HOG.) 036 2.81 8 8 G12R-16 17'■ IV THREADED ROD (HOG.) 0.84 8.69 9 2 OSS A 1 9.00 B 2 r CROSSOVER PLATE 17 E 9 8.02 12.04 11 4 X-IB1368 112' X S-618- X 6.17' X Y USOLT (HDG.) 0.66 2.69 C 98 012FW 1/Y HDO USS FIATWASHER 0.03 3.27 18 F P2126 24MS' OD X 129' SCH 40 GALVANIZED PIPE TENDONS SHALL BE CUT. ALL EXPENSES RELATED TO REPAIR OF CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. 2. SPECLAL INSPECTION IS REQUIRED FOR INSTALLATION OF ANCHORS. 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. EQUIPMENT � I CABINET CRETE WALL HILTI STAINLESS STEEL CONWI OR CLAS I KK BOLT -TZ Tri � o w~ w Wm xa w �a ANCHOR SCHEDULE(') BOLT IHOLE E' DIA. DIA. EMBEDMENT I 2- 1 9/16- 1 3 1/4- (1) INFORMATION SHOWN IN THIS TABLE IS IN ACCORDANCE WITH: ICC ESR -1917 & LARR-25701 (2) USE MANUFACTURER RECOMMENDED ANCHOR BOLT DIAMETER. IF NONE RECOMMENDED, USE 1/2"0 ANCHORS FOR EQUIPMENT U.N.O. HILTI KWIK BOLT -TZ ANCHOR DETAIL N T S 7 S 1s D - rr 10 1 I 16 1 11 12 6 7 1 T 6 -- DETAILrF 6 X2 1 X2 7 4 7 x2 ,4 X2 6 6 8 12 X2 `DETAIL D 2 1 ANTENNA MOUNTIHO PIPES 'ASSEMBLY NO.' I PART NO. "A' 1 PART DESCRIPTK)N'� LENOTH'C' UNR Wi.'D- TOTAL Wf. 5 X2 4 6 8 USF10-372-U P272 2.118.O.D.SCH.40PIPE 7Y 29.07 462.64 L13F1M19B*.0 P284 2-316- O.D. SCH. 40 PIPE B4' 25.91 404.18 7 # DETAIL E USF1039B-1 1 P298 1 2.VW O.D. BCH. 40 PIPE 19e-1 30.78 1 476.71 ANTENNA MOUNTING FRAME SCALE: SCALE: 77,-S7111 N.T.S. 12 T M .Mobile Stick Together* 2008 MGGAW AVENUE IRVINE, CA 92614 PREPARED BY: �NATIONAL ENGINEERING 8 CONSULTING, INC osac.inno. ulcE FOREST. G -an3o PRO.. E: (ea41)'r�s_eepo l FA%: (WB)'s.O.BOU'! SEQUOIA DEPLOYMETT SERVICES, LNC. 22471 !SPAN STREET, STE 290 LAKE FOREST, CA 92630 -DES 12470 170/0 /14 0%CCONSTTRUCTION NTI 1 2 110/15/14 1100% CONSTRUCTION I EVT INFORMATION: I E04420A IMPERIAL IRRIGATION 81608 68TH AVENUE LA QUINT,, CA 82283 SHEET 7TTLE: ARCHITECTURAL DETAILS SKEET NUMBER: A-8 PARTS LIST REM CITY PART NO. PART DESCRIPTION LENGTH UNRWT. NETWT. 1 1 2PSO 2P PIPE MOUNT STANDOFF ARM 71.95 71.98 2 1 CFM UPPER GATE FOOT WELOMENT 18.90 1&90 9 1 CFS LOWER GATE FOOT WELDYENT 12.72 12.72 4 2 A1206 lW W A926 HDO BOLT 61n. 0.34 0.69 5 112 01 2L 1? HOG LOCKWASHER 0.01 1b8 6 2 Al2NUT 17' HDO A326 HEX NUT 0.07 0.14 7 110 012NUT 17' HDO HEAVY 2H HEX NUT 0.07 7.87 B 8 012R-12 W ■ 12'THREADED ROD (HOG.) 036 2.81 8 8 G12R-16 17'■ IV THREADED ROD (HOG.) 0.84 8.69 9 2 OSS GATE BACKING BAR 4.63 9.00 10 2 SCX4 CROSSOVER PLATE 8.6001n 8.02 12.04 11 4 X-IB1368 112' X S-618- X 6.17' X Y USOLT (HDG.) 0.66 2.69 12 98 012FW 1/Y HDO USS FIATWASHER 0.03 3.27 18 2 P2126 24MS' OD X 129' SCH 40 GALVANIZED PIPE 126 40.37 80.74 14 4 X -1B1900 17' X Y X 6- X Y U -BOLT MOQ) 0.66 2.69 16 2 A B C D 18 8 SCX1 CROSSOVER PLATE 2-318' X 2-W 3.71 29.67 17 2 P2160 2319' OD X 160' SCH 40 GALVANIZED PIPE 160.0000In 40.06 90.11 18 32 X-181212 17' X 2.17' X dVt X r U43OLT (MOO.) 0.63 20.00 10 2 XSTAB STIFF ARM ANGLE BRACKET 2.6001n 1.99 2.78 20 4 XSTU STIFF ARM CHANNEL BRACKET 1.97 6.49 21 2 SAM SrtFF ARM MOUNT CLAMP M77 1354 22 2 ACP 4.1148'CLAMP HALF. IIP THK. 0.136 131 23 4 01203 ,/Y 3- HOG HEX BOLT ORS FULL THREAD 8 0.22 0.87 24 2 012112 17' IL 1.17' HOO HEX BOLT ORS 1 112 416 030 26 2 068112 SM' ■ 1.17' HDO BOLT 1.5 0.26 0.49 262 G68LW 618 -MOO LOCKWASHER 0.03 0.06 27 2 "SHUT 618' HOG HEAVY 2H HEX NLR 0.13 0.26 28 4 512R40 1/I■10'THREADEDROD (HOG.) 0.96 1.41 TENDONS SHALL BE CUT. ALL EXPENSES RELATED TO REPAIR OF CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. 2. SPECLAL INSPECTION IS REQUIRED FOR INSTALLATION OF ANCHORS. 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. EQUIPMENT � I CABINET CRETE WALL HILTI STAINLESS STEEL CONWI OR CLAS I KK BOLT -TZ Tri � o w~ w Wm xa w �a ANCHOR SCHEDULE(') BOLT IHOLE E' DIA. DIA. EMBEDMENT I 2- 1 9/16- 1 3 1/4- (1) INFORMATION SHOWN IN THIS TABLE IS IN ACCORDANCE WITH: ICC ESR -1917 & LARR-25701 (2) USE MANUFACTURER RECOMMENDED ANCHOR BOLT DIAMETER. IF NONE RECOMMENDED, USE 1/2"0 ANCHORS FOR EQUIPMENT U.N.O. HILTI KWIK BOLT -TZ ANCHOR DETAIL N T S 7 S 1s D - rr 10 1 I 16 1 11 12 6 7 1 T 6 -- DETAILrF 6 X2 1 X2 7 4 7 x2 ,4 X2 6 6 8 12 X2 `DETAIL D 2 1 ANTENNA MOUNTIHO PIPES 'ASSEMBLY NO.' I PART NO. "A' 1 PART DESCRIPTK)N'� LENOTH'C' UNR Wi.'D- TOTAL Wf. 5 X2 4 6 8 USF10-372-U P272 2.118.O.D.SCH.40PIPE 7Y 29.07 462.64 L13F1M19B*.0 P284 2-316- O.D. SCH. 40 PIPE B4' 25.91 404.18 7 # DETAIL E USF1039B-1 1 P298 1 2.VW O.D. BCH. 40 PIPE 19e-1 30.78 1 476.71 ANTENNA MOUNTING FRAME SCALE: SCALE: 77,-S7111 N.T.S. 12 T M .Mobile Stick Together* 2008 MGGAW AVENUE IRVINE, CA 92614 PREPARED BY: �NATIONAL ENGINEERING 8 CONSULTING, INC osac.inno. ulcE FOREST. G -an3o PRO.. E: (ea41)'r�s_eepo l FA%: (WB)'s.O.BOU'! SEQUOIA DEPLOYMETT SERVICES, LNC. 22471 !SPAN STREET, STE 290 LAKE FOREST, CA 92630 -DES 12470 170/0 /14 0%CCONSTTRUCTION NTI 1 2 110/15/14 1100% CONSTRUCTION I EVT INFORMATION: I E04420A IMPERIAL IRRIGATION 81608 68TH AVENUE LA QUINT,, CA 82283 SHEET 7TTLE: ARCHITECTURAL DETAILS SKEET NUMBER: A-8 NOTES & SPECIFICATI 1. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION ACCEPTABLE BY THE JURISDICTION OF THE NATIONAL. ELECTRICAL. CODE. CALIFORNIA ELECTRICAL CODE. STATE FIRE MARSHALL REGULATIONS, AND ALL OTHER ST47E AND LOCAL CODES, LAWS, AND ORDINANCES HAVING JURISDICTION ALBEIT NOT SHOWN ON DRAWINGS OR SHOWN OTHERWISE. 2. THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTION REQUIREMENTS. 3. ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY EXISTING CONDITIONS BEFORE BIDDING AND SHALL INCLUDE IN HIS BIO THE NECESSARY COSTS TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH INTENT OF THE ELECTRICAL DRAWINGS, SPECIFICATIONS, SERVING UTILITY COMPANYS REQUIREMENTS AND ALL APPLICABLE CODES. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB S1TE CONDITIONS AND WORK TO BE PERFORMED UNDER RATS CONTRACT BEFORE SUBMITTING BID. CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS. POWER AND TELEPHONE SERVICE REQUIREMENTS WITH UTILITY SERVICE PLANNER AND THE EXACT SERVING UTILITY POINTS OF CONNECTION AND PROVIDE ALL SERVICE RELATED EQUIPMENT AND INSTALLATION IN BID. UTILITY SERVICE REQUIREMENTS SHOWN ON THEDRAWINGS ARE BASED ON PREUMINARY SITE VISIT AND INFORMATION AVAILABLE AT THIS TIME OF VISIT AND ARE NOT CUARANTEED BY ENGINEER OR SERVING UTILITY COMPANY, REFER TO ARCHITECTURAL DRAWINGS AND VISIT SITE PRIOR TO BID 10 REVIEW EXISTING TOPOGRAPHY MAPS, LANDSCAPING AND CONSTRUCTION TO BECOME FAMILIAR WITH SLOPE CONDITIONS AND EXISTING CONSTRUCTION AND LANDSCAPING. ADJUST CONDUIT ROUTING INDICATED TO AVOID DISTURBING EXISTING CONDITION WHERE POSSIBLE. SAWCUT EXISTING SURFACE WHERE REQUIRED FOR CONDUIT AND STRUCTURE INSTALLATION AND PATCH TO MATCH EXISTING. REPAIR OR REPLACE ALL SOD, CA LANDSPING, SPRINKLER SYSTEMS. CONDUITS AND WIRING. PIPING EIC. ALTERED BY RHE ELECTRICAL WORK TO MATCH EXISTING AND TO MAKE SYSTEMS OPERABLE. 4. THE INSIALIAIION SHALL CONFORM TO THE REQUIREMENTS OF NECA MANUAL OF GOOD WORKMANSHIP' (STANDARD OF INSTALLATION). 5. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, INCLUDING BUT NOT LIMITED TO COMPLETE ELECTRICAL SYSTEMS, POWER AND LIGATING, TELEPHONE CONDUIT SYSTEM, SIGNAL. SYSTEMS. PANELBOARDS(S), CONTROL WIRING, GROUNDING, CONDUIT ONLY SYSTEMS EIC.. FOR A COMPLETE AND PROPERLY OPERATING SYSTEM, ENERGIZED THROUGHOUT AND AS INDICATED ON 111E DRAWINGS, AS SPECIFIFO HEREIN AND/OR AS OTHERWISE. REQUIRED. 6. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF 111E BEST GRADE AND OE THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT, MATERIALS STALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL UL WHERE SUBJECT RO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTASUSHED BY ANSI. NEMA, AND NBFU. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING DIMENSIONS AND CONDETIONS. HE SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS 10 THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 8. METALLIC WIRING SHALL BE IN METAC CONDUIT. RIGID GALVANIZED CONDUIT SHALL BE USED IN OR UNDER CONCRETE SLABS ON GRADE FIVE FEET BEFORE STUBBING UP, WHERE EXPOSED TO WEATHER, AND WHERE SUBJECT TO MECHANICAL DAMAGE. PVC SCHEDULE 80 SHALL BE USED IN OR UNDER CONCRETE OR BURIED UNDERGROUND. EMT CONDUITS SHALL BE USED INSIDE STRUCTURE OR BUILDINGS. FLEXIBLE CONDUIT SHALL BE USED WHERE THE STRUCTURAL CONDITIONS MAKE THE USE OF RIGID CONDUIT IMPRACTICAL, AND FOR SHORT CONNECTIONS TO VIBRATING EQUIPMENT. USE NEOPRENE JACKETED FLEXIBLE CONDUIT AND FITTINGS WHERE EXPOSED TO WEATHER. 9. ALL WIRING SHALL BE CONCEALED IN FINISHED AREAS. INSTALL EXPOSED RACEWAYS PARALLEL WITH OR PERPENDICULAR TO THE LINES OF BUILDING. PAINT RACEWAYS TO MATCH MOUNTING SURFACE. PENETRATIONS OF ALL WALLS OR CEIUNGS SHALL BE SEALED AND FIRE RATING MAINTAINED IN ACCORDANCE WITH UL WLIOOI, UL WL5001 AND ALL LOCAL AND NATIONAL CODES. DO NOT PENETRATE OR RUN CONDUITS IN AND OUT OF RATED CORRIDOR OR STAIRWELL ENCLOSURE FOR CIRCUITS NOT INTENDED TO SERVE THE EQUIPMENT WITHIN THE ENCLOSURE. CONDUIT MUST BE RUN OUTSIDE OF RATED ENCLOSURE ENVELOPS. 10. ALL CONDUCTORS SHALL BE COPPER AND RATED 600 VOLTS. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 75'C RAZED COPPER TYPE 'DUAL RATED THHN/THWN' 812, & /10 SOUD, IS AND LARGER STRANDED, CONTROLS AND SIGNAL WIRING SHALL BE STRANDED. 11. OUTLET BOXES SHALL BE CAST FERROUS METAL WITH WATERTIGHT GASKETED CAST FERROUS COVERS. THREADED HUBS, AND STAINLESS STEEL SCREWS. USE CROUSE -HINDS OR APPLETON TYPE FS OR TO BOXES OR APPROVED EQUAL BY ENGINEER. 12. VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS AND LOCATION OF ALL OUTLETS WITH LOCAL CODE REQUIREMENTS. AND CLIENT BEFORE ROUGH -IN. 13. ELECTRICAL LAYOUT DRAWINGS ARE DIAGRAMMATIC. INSTALL THE ELECTRICAL SYSTEMS WITHOUT INTERFERING WITH STRUCTURES OR OTHER SYSTEMS. 14. ALL SURFACE -MOUNTED ELECTRICAL EQUIPMENT AND DEVICES SHALL BE PROPERLY SECURED. PROVIDE STRUCTURAL SUPPORT AS NECESSARY FOR MOUNTING EQUIPMENT. 15. CONTRACTOR SHALL LABEL THE COVER PLATE OF EACH ELECTRICAL OUTLET AND JUNCTION BOX WITH INDELIBLE INK FELT PEN. THE LABEL SHOULD SHOW PANEL AND CIRCUIT NUMBER CONTAINED IN THE BOX. 16. GROUP CONDUITS TOGETHER AND SUPPORT WITH UNISTRUT 17. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT EQUIPMENT LOCATIONS. ALL EQUIPMENT AND STUB UP LOCATIONS SHALL BE VERIFIED WITH ENGINEER BEFORE ROUGH -IN. 18. PROVIDE SEPARATE GROUND WIRE IN ALL FLEXIBLE AND PVC CONDUITS. 19. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN THE UNIFORMITY AND CONTINUITY OF THE GROUNDING SYSTEM. 20. TEST THE ENTIRE SYSTEM TO DEMONSTRATE THAT THE ELECTRICAL COMPONENTS AND SPECIAL SYSTEMS ARE COMPLETE AND FUNCTION PROPERLY, INCLUDING BUT NOT LIMITED TO INSULATION AND OROUNOING TESTS. MAKE NECESSARY CORRECTIONS AND LEAVE SYSTEMS READY FOR OPERATION. 21, COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE JOB ACCEPTANCE BY OWNER. ANY WORK. MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION. AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 22. AT COMPLETION OF THE JOB, THE ELECTRICALCONTRACTOR SHALL PROVIDE THE OWNER WITH SPARE PARTS, ALL THE EQUIPMENT MANUALS, SPARE PARTS LIST AS RECOMMENDED BY THE MANUFACTURER, EQUIPMENT REPRESENTATIVE ADDRESS AND PHONE NUMBER, FURNISH ONE (1) COMPLETED SET OF "AS -BUILT" ELECTRICAL PLANS SHOWING LOCATIONS OF OUTLETS, CONDUIT RUNS. AND PANELBOARD CIRCUIT NUMBERS. ELECTRICAL CONTRACTOR SHALL PROVIDE ACCURATE DIRECTORIES IN PANELBOARD FRONTS AT COMPLETION OF BUILD -OUT. PANELBOARD DIRECTORIES SHALL INCLUDE THE EQUIPMENT SERVED AND WATTAGE. 23. REFER TO CLIENT'S STANDARD SPECIFICATIONS AS PART OF THIS CONSTRUCTION DOCUMENT. ANY CONFLICT BETWEEN THESE DRAWINGS, CLIENT'S STANDARD SPECIFICATIONS. AND APPLICABLE CODES. THE MORE STRINGENT REQUIREMENTS SHALL PREVAIL. 24. ALL WORK TO BE EXECUTED IN WORKMANLIKE MANNER AND SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. 25. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING RELATED TO ELECTRICAL WORK, UNLESS NOTED OTHERWISE AND COORDINATED WITH THE GENERAL CONTRACTOR. 26. ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION. 27. THE CONTRACTOR AGREE THAT, IN ACCORDANCE WITH GENERALLY CONSTRUCTION PRACTICES. THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT AT ALL TIME. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY OUT- 10 SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES. CABLE RUNS. AND OTHER METALLIC COMPONENTS USING 12 GROUND WIRES AND CONNECT TO SURFACE MOUNTED GROUND BUS BARS AS SHOWN. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS USING MANUFACTURERS PRACTICES. ALL UNDERGROUND WATER PIPES. METAI. CONDUITS AND GROUNDS THAT ARE A PART OF THIS SYSTEM SHALL BE DONDED IGGE I HER. 3. ALL GROUND CONNECTIONS SHALL BE e2 AWG U.N.O. ALL WIRES SHALL BE COPPER IHHN/TITWN. AL1 GROUND WIRE SHALT. BE IIN COATED OR GREEN INSULATED WIRE. 4. CONTRACTOR TO VERIFY AND TEST GROUND 10 SOURCE TO A RANCE OF 5 TO 10 OHMS MAXIMUM. PROVIDE SUPPLEMENT GROUNDING RODS AS REQUIRED TO ACHIEVE SPECIFIED OHMS READING. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE GROUND CONDUCTOR FROM THE ANTENNA TO GROUNDING POINT. GROUNDING AND OTHER OPTIONAL TESTING WILE. BE WITNESSED BY THE CLIENT REPRESENTATIVE. 5. NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 6. BARE GROUNDING CONDUCTOR SHALL BE HARD DRAWN COPPER SIZES AS NOTED ON PLAN. 7. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED MINIMUM 30' BELOW GRADE IN TRENCH WITHIN LEASE AREA, AND BACK FILL PER SOILS REPORT. B'ALL GROUND CONDUCTORS SRALL BE RUN AS STRAIGHT AND SHORT AS POSSIBLE. WITH A MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 DEGREES. 9. ALL SUPPORT STRUCTURES. CABLE CHANNEL WAYS OR WIRE GUIDES SHALL BE BONDED TO GROUND SYSTEM AT A POINT NEAREST THE MAIN GROUNDING BUS "I WITH A MINIMUM NO. 6 COPPER CONDUCTOR AND (2) 2 -MOLE COMPRESSION CONNECTOR AT BUS. 10. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE: D. BURNDY, HY-GRADE U.L. LISTED CONNECTORS (MECHANICAL CONNECTIONS). b. CADWELD. EXOTHERMIC WELDS (WELDED CONNECTIONS). c. TWO -(2) HOLE COPPER COMPRESSION FITTINGS (BUS BAR CONNECTIONS). 11. ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK VISIBLE AT THE CRIMP. 12. ALL GROUND CONNECTIONS SHALL BE BURNISHED AND SHALL HAVE A COATING OF "KOPR-SHIELD" OR 'NO -OX -ID' APPLIED TO THE CONNECTION. 13. ALL CONNECTION HARDWARE AT EQUIPMENT SHALL BE TYPE 316 SS, OR DURIEM BRON71:. "KOPR-SHIELD" OR "NO -OX -ID" APPLIED TO THE CONNECTION. 14. THE GROUND RING SHALL BE INSTALLED 24' MINIMUM BEYOND ANY BUILDING DRIP LINE. 15. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC. ARTICLE 250-82 AND SHALL BOND ALL EXISTING AND NEW GROUNDING ELECTRODES. NEW GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITED TO GROUND RODS. GROUND RING IF SERVICE IS WITHIN THE RADIO EQUIPMENT LOCATION, BUILDING STEEL IF APPLICABLE, COLD WATER PIPE WITHIN FIVE FEET OF WATER SERVICE IF APPLICABLE. CONDUITS: 1. 1-2" MINIMUM DIAMETER DUCT OF APPROVED MATERIAL A. WITHIN OR ON BUILDINGS -RIGID GALVANIZED STEEL (WHEN REQUIRED), OR ELECTRO -METALLIC TUBING(EMT). B. IN UNDERGROUND - PVC SCHEDULE 40 OR EQUIVALENT FOR STRAIGHT SECTIONS, BENDS SHALL BE PVC SCHEDULE 80. C. PULL ROPES IN ALL DUCTS (MIN. 3/8" POLY PULL ROPE) AND A MEASURING TAPE MUST BE IN PUCE TO DETERMINE 'AS -BUILT' CONDUIT LENGTH: BOTH MUST BE IN ONE CONTINUOUS PIECE. 2) WITHIN BUILDINGS A ELECTRICAL LB'S AND CONDULETS ARE NOT ACCEPTABLE AS PULL BOXES. B. NO 90 DEGREE TRANSITIONS AT OR IN PULL BOXES (UNLESS A 10" BENDING RADIUS CAN BE MAINTAINED) C. IN-LINE PULL BOX MINIMUM DIMENSIONS - 24% X 6Y/ X 6'D. 30'L X 6Y/ X 6'D PREFERRED. 0. PULL BOXES MUST BE EASILY ACCESSIBLE (TELEPHONE COMPANY WILL NOT REMOVE CENNG TILES). E. VERTICAL SECTIONS OF CONDUCT WILL REQUIRE A PULL BOX EVERY 100 FEET AND APPROVED RESTRAINTS. F. MAXIMUM OF 300 FEET ROM ZONTAL BETWEEN PULL -BOXES. G. MAXIMUM OF 2-90 DEGREE BENDS BETWEEN PULL -BOXES. H. MINIMUM CONDUIT BEND RADIUS OF 10 CABLE DIAMETERS (12'). I. FIRE STOPPING REQUIRED WHEN OPENINGS ARE MADE IN ANY FIRE RATED BARRIER J. ALL EXTERNAL CONDUIT TERMINATIONS SHALL BE WEATHER TIGHT. 3) IN UNDERGROUND CONSTRUCTION A. CONDUIT LENGTH MAXIMUM OF 300 FEET BETWEEN PULL BOXES. B. CONDUCT BENDS MUST HAVE A RADIUS 10 TIMES CONDUIT SIZE (20"). 1. MINIMUM COVERAGE OF DUCT ON PRIVATE PROPERTY - 18' UNDER CONCRETE SURFACE OR AS SPECIFIED BY PERMITTING OWNER/AGENT. 2. MINIMUM COVERAGE OF DUCT ON PRIVATE PROPERTY = 24' UNDER DIRT SURFACE OR AS SPECIFIED BY PERMITTING OWNER/AGENT. 3. MINIMUM COVERAGE OR DUCT IN PUBLIC R/W - 30' BELOW GUTTER GRADE OR AS SPECIFIED BY PERMITTING AGENT. 4. MINIMUM 12" SEPARATION IN JOINT TRENCH BE POWER AND TELCO. 5. PULL BOXES - MINIMUM 17'W X 301. 6. SPUCE BOXES WILL BE SIZED BY SERVING TELEPHONE COMPANY: DETAILS WILL BE PROVIDED BY TELEPHONE COMPANY OR INTERCONNECT ENGINEER. BONDING & GROUNDING: 1. 0 5 AWG SOLID COPPER INSULATED GROUND WIRE (24' COILED IN TELCO SERVICE BOX) WITH BONDING CLAMPS IN PLACE. THE TELEPHONE GROUND MUST BE BONDED TO THE POWER GROUND. THE TELEPHONE SERVICE CABINET MUST BE BONDED TO THE TELEPHONE GROUND WIRE. ANY QUESTIONS REGARDING TELEPHONE GROUNDS SHOULD BE REFERRED TO THE INTERCONNECT ENGINEER. -C_ GROUNDING WIRE. DASHED LINE ® UTILITY METER INDICATES UNDERGROUND } CIRCUIT BREAKER -E-POWER LINE. DASHED INDICATES UNDER- GROUND. 3/4'C-2/12&1/12GND, LINO UM FUSE T- TELEPHONE LINE, DASHED LINE =8 DUPLEX RECEPTACLE 'ATH GT INDICATES UNDERGROUND i IN WEATHERPROOF ENCLOSURE -A- COAXIAL CABLE. DASHED LINE AI SWITCH' 120AC. 20A a INDICATES UNDERGROUND ab - SWITCH LEG DETAIL REFERENCE DETAIL NO. NEW MR -21 PANEL ANTENNAS M - MANUAL MOTOR STARTER E3 2 ON SHEET E3 CLAMP OR DOUBLE HOLE LUG TYPE GROUND CONNECTION ® GROUND ROD EXOTHERMICN CONECTION (CADWELD) ® GROUND ROD WITH ACCESS F -(E) PANEL TO GROUND RING AND COMPRESSION I CONNECTION TO GROUND HALO p+ FUSED DISCONNECT SWITCH, 240V, 2P, 30A, WEATHERPROOF, LINO NEW 1 -MOBLE (1) HYBRID (9.18) NOT USED SG SE: 1 N.T T • •Mobile Stick Together' 2008 MI AVENUE IRVINE, CA 92614 PLANS PREPARED BY: iNATIONAL ENOINEERINOA 8 CONSULTING 040.'INC � ORCHMO. LORE9T, G f0 aHONG: •68880 I FeJc. 0 t01iBB9 CLIENTS SEQUOIA DEPIDYMEYT SERVICES, INC 72471 ASPAN STREET. STE 290 LAKE FOREST, CA 92630 NO. DATE: DESCRIPTION: BY: 1 10/01/14 90% CONSTRUCTION NT 2 10/15/14 100% CONSTRUCTION EVT IE04420A IMPERIAL IRRIGATION 81808 68TH AVENUE LA OUINTA CA 82263 a� Ess,p,- �P� AyN A y� f 4 ND. E17935 E.D. 09/70/ 14 v * F7ECIRAC, � C)' IL IP15A ...._�. ... _. I I (2) I^ -(E) EOUIPMEN7 CABINET ' SINGLE LINE DIAGRAM, (E) 2 #7283/0. 2 1/3/0 t 1/211�6 AWG CND. _ ELECTRICAL NOTES AND _ _ _ _ ------ ------ _ _ SPECIFICATIONS SINGLE LINE DIAGRAM SGALE: E -1 NTC (E) 2"C-3/3/0 THWN & 114 CND. TO UTUTY METER I i i DC POWER PORTION aj a I NEW MR -21 PANEL ANTENNAS u a TYPICAL OF (6) I NEW TNA'!, TYPICAL OF (3) I F -(E) PANEL I I "FIffR/POWER NEW 1 -MOBLE (1) HYBRID (9.18) CABLE ROUTE FROM EXISTING RBS 6201 CABINET TO ANTENNAS. J I DC POWER NOTES: _ 1. EXISTING 24V -48V DC CONVERTER, WITH 18 POSITION RBS6201 M AIN � DISTRIBUTION PANEL FOR NEW. LTE EQUIPMENT UNIT I 2. MAIN RECTIFIER/CONVERTER. 240V -24V POWER PLANT I I NOTE 1 3. ALL WIRING SMALL BE COPPER TYPE NOTE 2 (2) /10 RHH DC CABLE THHN/7HWN RATED FOR 90' C. T • •Mobile Stick Together' 2008 MI AVENUE IRVINE, CA 92614 PLANS PREPARED BY: iNATIONAL ENOINEERINOA 8 CONSULTING 040.'INC � ORCHMO. LORE9T, G f0 aHONG: •68880 I FeJc. 0 t01iBB9 CLIENTS SEQUOIA DEPIDYMEYT SERVICES, INC 72471 ASPAN STREET. STE 290 LAKE FOREST, CA 92630 NO. DATE: DESCRIPTION: BY: 1 10/01/14 90% CONSTRUCTION NT 2 10/15/14 100% CONSTRUCTION EVT IE04420A IMPERIAL IRRIGATION 81808 68TH AVENUE LA OUINTA CA 82263 a� Ess,p,- �P� AyN A y� f 4 ND. E17935 E.D. 09/70/ 14 v * F7ECIRAC, � C)' IL IP15A ...._�. ... _. I I (2) I^ -(E) EOUIPMEN7 CABINET ' SINGLE LINE DIAGRAM, (E) 2 #7283/0. 2 1/3/0 t 1/211�6 AWG CND. _ ELECTRICAL NOTES AND _ _ _ _ ------ ------ _ _ SPECIFICATIONS SINGLE LINE DIAGRAM SGALE: E -1 NTC ANTENNA ('P.) NUMBER OF ANTENNAS ANTENNA PIPE NOUNT NOTES 10 BEGROUNDED VIA 1. 00 NOT CABLE GROUND KIT AT A RENO AND 2 /6 AWG FROM ANTENNA CABLE GROUND KIT :��x T REPRESENTED M THIS DETAIL, IRECTI. CAOWELD AT SHOP ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. q �O • •Mobile • ARC FOR SHOWING CLARIFY OF GROUND SYSTEM REQUIREMENTS ONLY. 2. GROUNDING KIT SHALL BE TYPE AND PARI NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER, o —x/14 ° ° ° i s Stick Together 1/2- COAX JUMPER 3. WEATHER PROOFING SHALL BE ANDREW TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. 7 0 0 0 0 ° 0 ° o ° 0 I 0 �0 0 0 20IR McGINE. C AVENUE IRVINE, CA 928,4 0` 0 6 ° 0 CADWELD PLANS PREPARED BY: MIN. /6 AWC STRANDED (GREEN— __--G-- 3 ® 010 0 o 0BOLLS 0 (TYPE LJ) JACKET) COPPER GROUND WIRE - Zr ANDREWS — — (BONDED TO GROUND BAR, TYP.) NEW IATA (TVP. 3) IIIA L{j' LEGEND TAMPER RESISTANT 0 O O 0 O U C% Q SECURITY BOLTS NATIONAL _G _ III ILII OI COPPER GROUND BAR. NEWTON INSTRUMENT CO. OR EOUNALENT. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. ON BUSS BARS O O Q O Q O O O OO ENGINEERING 8 CONSULTING, INC II I I ILII I �INSULATORS, NEWTON INSTRUMENT CO. CAT. N0. 3061-4 OR EQUIVALENT. 5/B- LOCK WASHERS. NEWTON INSTRUMENT CO. CAT. NO. b15 -B OR EOUNALENi. CADWELD — BOLT$ �7 ORGNARO, L....cE FOREST, U 02e30 F.w Re_ (wo> Y.o-woo I FA,x: Lwa1 >'. eoneT COAX CABLE GROUND KIT, 1 PER COAX CABLE AT EACH I I I WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR (TYPE LJ) LOCATION SHOWN O III ANTENNA GROUND BAR S 4 EQUIVALENT. O5/8-11 . 1' H.M.C.S. BOLTS. NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUIVALENT. TWO HOLE LU • TO BC USED 10 NON -TINNED CONNECT TO SOLID COPPER GROUND SYSTEM CLIENTS O6 ANDREWS TAMPER RESISTANT SECURITY BOLTS ON M.L BUSS BARS BUSS BAR ANDREWS TAMPER— NOTE: RESISTANT SECURITY /2AWG GREEN STRANDED CONDUCTORS' CONTRACTOR TO UTILIZE BOLTS ON BUSS KOPR-SHIELD (THOMAS B BETTS) BARS R -SHIED MAIN COAX FEEDER CABLES, QUANTITIES VARY, SEE RFDS _ 1) ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6 . 72', 18', OR ON ALL LUG SEQUOIA ETC. GROUND BARS. CONNECTIONS n 2) ENTIRE ASSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO. CAT, DEPLOYMENT SERVICES, PIC NO. 2106050010. 22471 ASPAN STREET. STE 290 LAKE FOREST, CA 92630 GROUND BUSS BAR E: 3 GROUND WIRE CONNECTION 4 NO. DE: AT DESCRIPTION: BY: Nrs`5: 1 ,0/01/,4 90% CONSTRUCTION NT 2 10/15/14 100% CONSTRUCTION EVT COAX CABLE GROUND KIT, 1 — PER COAX CABLE AT EACH LOCATION SHOWN e•; 4 ;...... .-...; GROUND BAR AT BOTTOM OF POLE ANTENNA GABLES (TYP.) GROUNDING KIT (TYP.) Q /2 AWG BARE COPPER GROUND CONDUCTOR TO EQUIPMENT GROUND ROD. CADWELD TO /2AWG CONDUCTOR TO ALL 13USSW REQUIRED. EXPOSED CONDUCTORS CORNER FENCE POSTS, GATE SHALL BE SLEEVED IN PVC CONDUIT OR POSTS AND FOUR CORNERS OF NON-METALIC FLEX TURING (GRAY) LSIS FRAME (NEW OR EXIST) GPS UNIT ) EQUIPMENT (TYP.) ®2AWG CONDUCTOR TO GROUND ROD 1 e PROOFING 2 AWG GROUNDING S r DIAGRAM SHOWN IS FOR ONE SECTOR, SIMILAR GROUNDING CONDUCTOR SCHEME FOR OTHER SECTORS. _-G_____G__ G 15 I I I .; SITE INFORMATION: COAX CABLE GROUND PER COAX CABLE LOCATION SHOWN KIT, AT EACH 1 _ - - - - -G - - - -G- - - - - - '� 871a420M D GROUND BAR G_- I E04420A MASTER GROUND BAR TO /2AWG GREEN STRANDED CONDUCTOR 3 4 EXBCW UN EXTERIOR GROUND RING IMPERIAL IRRIGATION GROUNDING SCHEMATIC $ULE 6 N.T.S. NOT USED SGALE: 7 CABLE GROUNDING SCALE S N.T.S. SIMS ISM AVENUE GROUND BUSS BAR LA OUINTA, CA 92283 SEAL: TYPE PH TYPE Nxt ..U" BOLT PIPE CLAMP p ro III1�Q�J�II II TESL y+� y5 f F� � IIlIIIIIWWII ��I++ 0 Ne. E17 35 p * E.P. 09/30/14 TYPE SSS TWEyB 8"R MINIMUM ALL AXIS J'� FTE[Igl« UNIVERSAL PIPE 1 BOLE PARALLEL UNIVERSAL PIPE CLAMP CLAMPS 50H2 (TYPICAL AS REQUIRED) Di vy. jk�C CLAMPS 75/1.25 8 0 /may !/11 11 1., T/YJPI GL LUG � (Yiy CAST .•T.• SPLICE R 2 HOLE LUG 1 BOLT J2 AWG IN 1" CONDUIT CADWELD SHEET TITLE: ,\Y.A IItII✓I��j,]�PAR. I cAMP 1V �,✓ TYPE LJ TYPE HA TYPE VS �y 450 5/8'0 x 10'-0" SOLID STEEL ELECTRICAL DETAILS Lim 0� BOLT GRND. 2 BO T PA ATFL CRO55 RUN COPPER CLAD GROUND ROD TYPE PG TYPE CR TYPE x TYPE R ROD CLWP SPLICE CLAMP may- SHEET NUMBER: NOT USED SALE: 9 N.T.S. NOT USED $�E: 10 CALDWELD & MECH. CONNECTIONS N`;sE 11 GROUND ROD SCALE 12 N.T.S. N.T.S.