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HomeMy WebLinkAboutB15-2412 063-210-013C D DATE: COMPLETE Wireless Consulting, Inc. " SITE ACQUISITION: 11 PLANNING: CONSTRUCTION: MANAGEMENT: TIME: DRAWING SIGN -OFF II ver�WW-LESS CONSTRUCTION: RF ENGINEER: MW ENG./TRANSPORT: EQUIPMENT ENGINEER: OTHER (IF APPLICABLE) SIGNATURE SIGNATURE SIGNATURE CWC -PLEASE RETURN BY: DATE DATE Mw S P E C I A L I N S P E CT 1 0 N S SPECIAL INSPECTIONS PER 2013 CBC SECTION 1704 ARE RE_ QUIRED FOR THE FOLLOWING: W I R E L E S S 295 Parkshore Drive, Folsom, CA 95630 FO R EST RAN C 4955 SCH017 ROAD FOREST RANCH, CA 95942 APN'*p 063-210-013 LOCATION #*, 249704 D I R E C T I O N S FROM VERIZON OFFICE @ 255 PARKSHORE DRIVE, FOLSOM, CA 95630: 1. HEAD NORTHEAST ON PARKSHORE DR TOWARD COOLIDGE DR 2. MAKE A U-TURN AT COOLIDGE DR 3. TURN RIGHT ONTO FOLSOM BLVD 4. CONTINUE ONTO FOLSOM-AUBURN RD 5. CONTINUE ONTO AUBURN FOLSOM RD 6. TURN LEFT ONTO DOUGLAS BLVD 7. TURN RIGHT ONTO E ROSEVILLE PKWY 8. TURN RIGHT ONTO GALLERIA BLVD 9. TURN LEFT TO MERGE ONTO CA -65 N TOWARD MARYSVILLE 10. MERGE ONTO CA -65 N 11. CONTINUE ONTO CA -70 N 12. TURN RIGHT ONTO STATE HWY 70 E/9TH ST (SIGNS FOR OROVILLE) 13. TURN LEFT ONTO CA -70 N/STATE HWY 70/13 ST CONTINUE TO FOLLOW CA -70 N/STATE HWY 70 14. CONTINUE ONTO CA -149 N (SIGNS FOR CALIFORNIA 99/CHICO/RED BLUFF) 15. MERGE ONTO CA -99 N 15. TAKE THE CA -32 EXIT TOWARD CHESTER/ORLAND 17. TURN RIGHT ONTO CA -32 E 18. TURN RIGHT ONTO SCHOTT RD 19. TAKE THE 1 ST LEFT ONTO WAGON RD DESTINATION WILL BE ON THE RIGHT O c� PROJECT SITE o � ryF- 0 w oz CEDAR HILL RD U U � Q �ol U LOCATION PLAN A.) ALL STRUCTURAL WELDING, INCLUDING WELDING OF REINFORCEMENT OF STRUCTURAL 1. T1.1 STEEL 2. T1.2 B.) INSTALLATION & TIGHTENING OPERATIONS FOR ALL HIGH-STRENGTH FRICTION BOLTING 3. T1.3 C.) INSTALLATION & TIGHTENING OPERATIONS FOR ALL ANCHOR BOLTS 4. C1 D.) DURING THE TAKING OF TEST SPECIMENS & PLACING OF ALL REINFORCED CONCRETE 5. A1.1 WHERE THE SPECIFIED CONCRETE STRENGTH EXCEEDS 2500 PSI 6. A2.1 E.) DURING PLACEMENT OF REINFORCING STEEL 7. A2.2 F.) SOILS & FOUNDATION COMPLIANCE WITH PROJECT SOIL REPORT PRIOR TO 8. A3.1 FOUNDATION INSPECTION 9. A4.1 STRUCTURAL DESIGN CRITERIA: 10. A4.2 1) SOIL SITE CLASSIFICATION: D 11. A4.3 2) SOIL BEARING CAPACITY: SLABS: 1500 PSF 12. A6.1 3) SEISMIC IMPORTANCE FACTOR: 1 13. A6.2 4) SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.644g S1 = 0.2658 14. A6.3 5) SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.552g SD1 = 0.331g 15. S1.0 6) SITE COEFFICIENTS: Fa = 1.0 16. S1.1 7) SEISMIC DESIGN CATEGORY: D W I R E L E S S 295 Parkshore Drive, Folsom, CA 95630 FO R EST RAN C 4955 SCH017 ROAD FOREST RANCH, CA 95942 APN'*p 063-210-013 LOCATION #*, 249704 D I R E C T I O N S FROM VERIZON OFFICE @ 255 PARKSHORE DRIVE, FOLSOM, CA 95630: 1. HEAD NORTHEAST ON PARKSHORE DR TOWARD COOLIDGE DR 2. MAKE A U-TURN AT COOLIDGE DR 3. TURN RIGHT ONTO FOLSOM BLVD 4. CONTINUE ONTO FOLSOM-AUBURN RD 5. CONTINUE ONTO AUBURN FOLSOM RD 6. TURN LEFT ONTO DOUGLAS BLVD 7. TURN RIGHT ONTO E ROSEVILLE PKWY 8. TURN RIGHT ONTO GALLERIA BLVD 9. TURN LEFT TO MERGE ONTO CA -65 N TOWARD MARYSVILLE 10. MERGE ONTO CA -65 N 11. CONTINUE ONTO CA -70 N 12. TURN RIGHT ONTO STATE HWY 70 E/9TH ST (SIGNS FOR OROVILLE) 13. TURN LEFT ONTO CA -70 N/STATE HWY 70/13 ST CONTINUE TO FOLLOW CA -70 N/STATE HWY 70 14. CONTINUE ONTO CA -149 N (SIGNS FOR CALIFORNIA 99/CHICO/RED BLUFF) 15. MERGE ONTO CA -99 N 15. TAKE THE CA -32 EXIT TOWARD CHESTER/ORLAND 17. TURN RIGHT ONTO CA -32 E 18. TURN RIGHT ONTO SCHOTT RD 19. TAKE THE 1 ST LEFT ONTO WAGON RD DESTINATION WILL BE ON THE RIGHT O c� PROJECT SITE o � ryF- 0 w oz CEDAR HILL RD U U � Q �ol U LOCATION PLAN PROJECT APPLICANT: VERIZON WIRELESS 295 PARKSHORE DRIVE FOLSOM, CA 95630 ARCHITECT: MANUEL S. TSIHLAS MST ARCHITECTS, INC. 1520 RIVER PARK DRIVE SACRAMENTO, CA 95815 916-567-9630 manuel®mstarchitects.com D I R E CT O R Y PROPERTY OWNER: FOREST RANCH BAPTIST CHURCH 4967 SCHOTT RD. FOREST RANCH, CA 95942 530-891-8079 CONSTRUCTION MANAGER: CHAD AVAKIAN COMPLETE WIRELESS CONSULTING, INC. 2009 V STREET SACRAMENTO, CA 95818 916-764-9539 covakian®completewireless.net P R O J E C T S U M M A R Y ASSESSOR'S PARCEL NUMBER: 063-210-013 JURISDICTION: BUTTE COUNTY OCCUPANCY: S-2 (UNMANNED TELECOMMUNICATIONS FACILITY) U (TOWER) TYPE OF CONSTRUCTION: V -B ZONING: FR -5 (FOOTHILL RESIDENTIAL) C 0 D E C O M P L I A N C E ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2013 CALIFORNIA BUILDING STANDARDS CODE, TITLE 24, CALIFORNIA CODE OF REGULATIONS INCLUDING SUPPLEMENTS EFFECTIVE JULY 1, 2015 PART 1 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE PART 2 CALIFORNIA BUILDING CODE PART 2.5 CALIFORNIA RESIDENTIAL BUILDING CODE PART 3 CALIFORNIA ELECTRICAL CODE PART 4 CALIFORNIA MECHANICAL CODE PART 5 CALIFORNIA PLUMBING CODE PART 6 CALIFORNIA ENERGY CODE PART 8 CALIFORNIA HISTORICAL BUILDING CODE PART 9 CALIFORNIA FIRE CODE PART 10 CALIFORNIA EXISTING BUILDING CODE PART 11 CALIFORNIA GREEN BUILDING STANDARDS CODE PART 12 CALIFORNIA REFERENCE STANDARDS CODE LOCAL COUNTY OR CITY ORDINANCES ACCESSIBILITY REQUIREMENTS: THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. ACCESSIBILITY NOT REQUIRED IN ACCORDANCE WITH THE 2013 CBC 1113-203.5, AND 1113-202.4 EXCEPTION 7. PROJECT DESCRIPTION PROPOSED VERIZON WIRELESS UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING: - A 40' -0"x40' -O" LEASE AREA. - A CHAIN LINK FENCE - OUTDOOR EQUIPMENT CABINETS. - POWER & TELCO UTILITIES BROUGHT TO FACILITY. (j PERMIT - A STANDBY GENERATOR. BUTTE COUNTYDEVELOPMENTSEWCES REVIEWED FOR CODE COMPLIANCE - A CABLE ICE BRIDGE. DATE) [11 `✓" � 6 BY - ANTENNAS W/ ASSOCIATED TOWER MOUNTED EQUIPMENT MOUNTED ON A PROPOSED MONOPINE. PROJECT INDEX OF DRAWINGS 1. T1.1 TITLE SHEET, LOCATION PLAN, PROJECT DATA 2. T1.2 GENERAL NOTES, CONDITIONS OF APPROVAL 3. T1.3 CONDITIONS OF APPROVAL 4. C1 CIVIL SURVEY SHEET 5. A1.1 OVERALL SITE PLAN 6. A2.1 EQUIPMENT LAYOUT PLAN 7. A2.2 ANTENNA LAYOUT PLAN 8. A3.1 PROJECT ELEVATIONS 9. A4.1 CONSTRUCTION DETAILS 10. A4.2 CONSTRUCTION DETAILS 11. A4.3 CONSTRUCTION DETAILS 12. A6.1 STANDBY GENERATOR DATA SHEETS 13. A6.2 STANDBY GENERA S 14. A6.3 UL142 CERTIFIE 210 GALLON TANK DETAIL 3 15. S1.0 OVERTURNING CA U T 16. S1.1 STRUCTURAL DETAILS 17. E1.1 ELECTRICAL DETAILS 18. E2.1 GROUNDING PLAN 19. E2.2 GROUNDING DETAILS 20. BMP1 STORM WATER EROSION CONTROL PLAN 21. BMP2 STORM WATER EROSION CONTROL DETAILS TOWER ENGINEERING DRAWINGS BY LARSON CAMOUFLAGE; 22. T1 TITLE SHEET 23. S1 ELEVATION VIEW & NOTES 24. S2 DETAILS 25. S3 DETAILS 26. S4 FOUNDATION 27. S5 BRANCH LAYOUT PROJECT APPLICANT: VERIZON WIRELESS 295 PARKSHORE DRIVE FOLSOM, CA 95630 ARCHITECT: MANUEL S. TSIHLAS MST ARCHITECTS, INC. 1520 RIVER PARK DRIVE SACRAMENTO, CA 95815 916-567-9630 manuel®mstarchitects.com D I R E CT O R Y PROPERTY OWNER: FOREST RANCH BAPTIST CHURCH 4967 SCHOTT RD. FOREST RANCH, CA 95942 530-891-8079 CONSTRUCTION MANAGER: CHAD AVAKIAN COMPLETE WIRELESS CONSULTING, INC. 2009 V STREET SACRAMENTO, CA 95818 916-764-9539 covakian®completewireless.net P R O J E C T S U M M A R Y ASSESSOR'S PARCEL NUMBER: 063-210-013 JURISDICTION: BUTTE COUNTY OCCUPANCY: S-2 (UNMANNED TELECOMMUNICATIONS FACILITY) U (TOWER) TYPE OF CONSTRUCTION: V -B ZONING: FR -5 (FOOTHILL RESIDENTIAL) C 0 D E C O M P L I A N C E ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2013 CALIFORNIA BUILDING STANDARDS CODE, TITLE 24, CALIFORNIA CODE OF REGULATIONS INCLUDING SUPPLEMENTS EFFECTIVE JULY 1, 2015 PART 1 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE PART 2 CALIFORNIA BUILDING CODE PART 2.5 CALIFORNIA RESIDENTIAL BUILDING CODE PART 3 CALIFORNIA ELECTRICAL CODE PART 4 CALIFORNIA MECHANICAL CODE PART 5 CALIFORNIA PLUMBING CODE PART 6 CALIFORNIA ENERGY CODE PART 8 CALIFORNIA HISTORICAL BUILDING CODE PART 9 CALIFORNIA FIRE CODE PART 10 CALIFORNIA EXISTING BUILDING CODE PART 11 CALIFORNIA GREEN BUILDING STANDARDS CODE PART 12 CALIFORNIA REFERENCE STANDARDS CODE LOCAL COUNTY OR CITY ORDINANCES ACCESSIBILITY REQUIREMENTS: THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. ACCESSIBILITY NOT REQUIRED IN ACCORDANCE WITH THE 2013 CBC 1113-203.5, AND 1113-202.4 EXCEPTION 7. PROJECT DESCRIPTION PROPOSED VERIZON WIRELESS UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING: - A 40' -0"x40' -O" LEASE AREA. - A CHAIN LINK FENCE - OUTDOOR EQUIPMENT CABINETS. - POWER & TELCO UTILITIES BROUGHT TO FACILITY. (j PERMIT - A STANDBY GENERATOR. BUTTE COUNTYDEVELOPMENTSEWCES REVIEWED FOR CODE COMPLIANCE - A CABLE ICE BRIDGE. DATE) [11 `✓" � 6 BY - ANTENNAS W/ ASSOCIATED TOWER MOUNTED EQUIPMENT MOUNTED ON A PROPOSED MONOPINE. PROJECT MILESTONES Q 10/27/2014 90% ZONING DOCUMENTS H 12/11/2014 100% ZONING DOCUMENTS U 02/19/2015 100% ZONING DOCUMENTS REV 1 W 03/11/2015 100% ZONING DOCUMENTS REV 2 03/27/2015 90% CONSTRUCTION DOCUMENTS O 08/17/2015 90% CONSTRUCTION DOCUMENTS: ODE 09/24/2015 100% CONSTRUCTION DOCUMENTS: ODE 09/29/2015 100% CONSTRUCTION DOCUMENTS: ODE REV 1 10/06/2015 100% CONSTRUCTION DOCUMENTS: ODE REV 2 12/01/2016 100% CONSTRUCTION DOCUMENTS: ODE REV 3 w'3 t -'j Jy P aO� V, CL O E L U�a 0 ��illiillgh� � � nl Ln II liil 58, o� E ul l llq X e 6°IIT 'o ai F Vluu lil a ren E RI � pluuu g a rn o o w r\ a c�Z yl F .1353-T11.dwg B :AME Checked By: TST Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 Q H N U d- W L0 O rn Q ¢ � O U cr_ _ = Z ZQ O Q U) ~Z �L0r O OO O Q U OJ C0 J W a W W V) W ■ �, w F- ILL] V) F .1353-T11.dwg B :AME Checked By: TST Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 c C 0 N D I T 1 0 N S O F A P P R 0 VA L G E N E R A L N 0T E S � a y s o o§ g� a C1_4 0 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE C6, W PRECEDENCE, AND THIS SET OF PLANS IS INTENDED TO BE USED FOR L 00 C Z DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE t1 E "' to ra E GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING N u ©� O 15. Any facility determined by the County to be detrimental to the health, safety, or welfare of + Past a sign in prominent location visible to the public with the telephone numbers of 6. Terms of Approval (BCC Chapter 24, Article 26, Section 24-185) ALL MATERIALS, EQUIPMENT, LABOR AND ANYTHING ELSE DEEMED HEREIN. II' ILD M44I persons working or residing near such facility, shall be removed, adjusted or replaced by the contractor and the Butte County Air Quality Management District - (530) 332- A. Permits for telecommunication facilities issued under this article shall be valid 10 Ln Ia N tD NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED the property owner or service provider. In no case shall a facility remain in operation if it 9400 for any questions or concerns about dust from the project. years, unless this term is changed through the permitting process. 2. PRiOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED is found to create a hazard to the public health, safety, and welfare. p y' All fugitive dust mitigation measures required should be shown an grading and building B. A permit granted under this article becomes invalid if an operator of a SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL z o 16. Facilities that are not in use fora period of six months shall be considered abandoned and plans. In addition, the ccntractor or builder should designate a person or persons to monitor p P g P P telecommunication facility ceases to operate the facility under the terms of this O CONDITIONS AFFECTING THE PROPOSED PROJECT, WiTH THE shall be removed. Abandoned facilities shall be designated as unlawful and as public the dust control program and to order increased watering, as necessary, to prevent transport article or under the specific conditions of approval for the facility. If the facility CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND nuisances, requiring no amortization period. of dust offsite. Their duties shall include holidays and weekend period when work may becomes non-compliant, the owner shall cease to operate the facility and remove it L0 CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR Z tzt.n0r- 17, All ground level support facilities shall be painted or screened from view with adequate not be in progress. The name and telephone number of such persons shall be provided to from its location within 90 days of being informed that the permit has become TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR O(D M landscaping appropriate to the surrounding environment. All aesthetic treatments, the District prior to land use clearance for map recordation and finished grading of the area. invalid. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE includin landscaping, shall be maintained as approved for the life of the facility. Please note that violations of District Regulations are enforceable under the provisions of gPP Y g P C. All permits for telecommunication facilities, regardless of the method by which ARCHITECT ENGINEER. / 18. The owner or operator of a facility shall annually submit written verification that the radio California Health and Safety Code Section 42400, which provides for civil or criminal they were originally issued, may be extended administratively by the Zoning frequency radiation/electromagnetic frequency radiation (RF/EMF) emitted by a facility penalties of up to $25,000 per violation_ Administrator upon verification of the permit -holder's continued compliance with the findings and conditions of approval under which the application was originally Cl) 3. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION conforms to safe standards in FCC OET 65. The reports prepared for facilities shall Plan Requirements: Applicable measures shall be adhered to b thea applicant, property safety P P P q PP y PP P Y approved. The Zoning Administrator may require a public hearing far renewal of PP g Y q P g TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY w conform to reporting requirements set by the FCC and the County. owners, and third -party contractors during construction activities. Measures shall be noted a Conditional Use Permit for a telecommunication facility. ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION 19. Facilities shall be secured at all times to prevent access by the public. on grading and building plans. Timing: Requirements of the condition shall be adhered to throughout all grading and D. As part of the permit renewal process, the Zoning Administrator may require DRAWINGS/CONTRACT DOCUMENTS. O 20. Prior to issuance ofthe building permit for the installation of a telecommunications facility, submittal of a certification by a licensed professional that the facility is being thea applicant shall post a performance security in an amount and form determined b y the construction periods. PP P P Y } operated in accordance with all applicable FCC standards for RF emissions. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT Zoning Administrator that is sufficient to cover the cost of a one-time test by a radio Monitoring: Butte County Department of Development Services DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE frequency consultant selected by the County, suf#icient to determine whether the facility's Conditions of Approval: 2. Mitigation Measure #2-,�Cultura! Resources) FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, RF/EMF emissions comply with FCC standards. Should grading activities reveal the presence of prehistoric or historic cultural resources Planning Division AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE .� 21. If the facility's emissions are determined to exceed FCC standards, the applicant shall pay (i.e. artifact concentrations, including arrowheads and other stone tools or chipping debris, 1. Mitigation Measure #1- (Construction Emissions) WORK UNDER THE CONTRACT. for such other tests and other corrective measures as are necessary to establish compliance cans glass, etc.; structural remains; human skeletal remains) work within 50 feet of the find The following best practice measures to reduce impacts to air quality shall be incorporated with FCC OET 65 and its successors. Continued noncompliance constitutes suf'sicient shall immediately cease until a qualified professional archaeologist can be consulted to b the project applicant, subject property owners, or third -party contractors during5. Y P , PP ' P P y P y THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS P� rounds to commence a permit revocation hearing which may lead to permit revocation. evaluate the find and implement appropriate miti ation procedures. Should human skeletal g p g y p pg p construction activities on the project site. These measures are intended to reduce criteria ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS > remains be encountered, State law requires immediate notification of the County Coroner air pollutants that may originate from the site during the course of land clearin and other 22. The applicant shall cooperate in all respects with the County's consultant to assist the P Y g g g NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE consultant to reach a conclusion. ((530) 538-6579). Should the County Coroner determine that the remains are in an construction operations. PRECEDENCE. archaeological context, the Native American Heritage Commission in Sacramento shall be Diesel PM Exhaust from Construction Equipment and Commercial -Road Vehicl es 23. Prior to issuance of the building permit for the installation of a facility, the applicant shall notified immediately, pursuant to State Law, to arrange for Native American participation -On than 10.000 Pounds 6. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED post a performance security in an amount and form determined by the Zoning in determining the disposition of such remains. .Greater Administrator that is sufficient to cover the cast of removal of the facility in the event that + All an- and off-road equipment shall not idle for more than five minutes. Signs shall SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, such facility is abandoned or subject to a revolved permit. Paan Requirements: Should cultural resources be discovered, the project proponent shall be posted in the designated queuing areas and/or job sites to remind drivers and REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES notify the Planning Division and a professional archaeologist. The Planning Division shall operators of the five minute idling limit, AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND 24. Within 30 days of the service provider's intention of leaving the site, documentation of the coordinate with the developer and appropriate authorities to avoid damage to cultural + Idling, staging and queuing of diesel equipment within 1,000 feet of sensitive receptors LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY intention to remove the facility shall be provided to the County. The removal requirement resources and determine appropriate action. is prohibited. COMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL set forth in this section shall be included in the terms of lease for facilities on thera P P �rty. Timing: This measures shall be implemented during construction activities, including land All construction equipment shall be maintained in proper tune according to the ' CODES BEARING ON THE PERFORMANCE OF THE WORK. 25. Within 60 da s of or discontinuance of of a telecommunications facility, y Y3 clearing, road construction, utility installation, and site development, manufacturer's specifications. Equipment must be checked by a certified mechanic the operator shall secure a Demolition Permit from the County and the facility shall be Monitoring: Butte County Department of Development Services and determined to be running in proper condition before the start of work. 7. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A removed and the site restored to its pre -construction condition. + Install diesel particulate filters or implement other CARB-verified diesel emission FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST 26. If an abandoned or discontinued facility is not removed within 60 days, the County may 3. Mitigation Measure #3 -(Noise Reduction) control strategies. REVISIONS AND ADDENDUMS OR CLARIFICATIONS FOR THE USE BY ALL remove the facility at the applicant's or land owner's expense. The project applicant shall perform the following measures at the time of development: (1) Shall not operate a diesel -fueled auxiliary power system (APS) to power a heater, air PERSONNEL INVOLVED WITH THE PROJECT. Installation of the proposed project generator, Generic Industrial Power Systems Model Public Works Installation shall occur with the optional Level 2 Acoustic Enclosure that results in the conditioner, or any ancillary equipment on that vehicle during sleeping or resting in a 27. Prior to issuance of building permits, obtain an encroachment permit and improve all new referenced noise level of 68 dB at 23 feet; (2a) Construct an 8 -foot tall solid noise barrier, sleeper berth for greater than 5 minutes at any Location when within 100 feet of a 8. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY and existing driveway approaches to publicly maintained roads as specified in the county that consist of either masonry or precast concrete panels, on the three sides of the facility restricted areas. ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 9. DETAILS HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR , SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. 10. SEAL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. directed towards the residential property located east of the project site, or (2b) Increase To the extent feasible, truck trips shall be scheduled during non -peak hours to reduce EXHIBIT A P P Y the proposed chain link fence height from 6 to 8 feet and line the facility with an acoustical perk hour emissions. USE PERMIT 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO curtain (vinyl) product with a minimum STC (Sound Transmission Class) rating of 28 on QKFA o,.nalTAC Emissions PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. the three sides of the facility directed towards the residential property located east of the + All mobile and stationaryToxic Air Contaminants TACs sources shall comply with ( ) P Y DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR project site. applicable Airborne Toxic Control A"easures ATCMs promulgated b the CARB BUTTE COUNTY PLANNING COMMISSION PP { ) P g Y SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO THE DATE: Certified Mail Rec. Plan Requirements: Installation of the generator shall include the optional Level 2 throughout the life of the project (see http:www.arb.ca.gov/toxics/atcnvatcm.htm). ( ) CONSTRUCTION ON OR ABOUT THE PROPERTY. Acoustic Enclosure. The outer perimeter of the facility shall be constructed with an 8 -foot + Stationary sources shall comply with applicable District rules and regulations. 041 tall solid noise barrier, or increase the height of the chain-link fence and install an acoustical 12. CONTRACTOR SHALL SEE TO IT THAT GENERAL WORK AREA IS PERMIT NO. curtain product with a minimum STC rating of 28. Fugitive Dust PPERM Construction activities can generate fugitive dust that can be a nuisance to local residents KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE Timing: The selected sound barrier measure shall be shown on buildings plans submitted and businesses near a construction site. Dust complaints could result in a violation of the 063-210-013 OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT to the Butte County Development Services Department, and constructed prior to finaling District's "Nuisance" and "Fugitive Dust" Rules 200 and 205, respectively. The following ASSESSOR'S PARCEL NO. SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT of the building permit. Prior to issuance of a Building Permit for the installation of the is a list of measures that may be required throughout the duration of the construction IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR proposed generator, building plans shall include a Level 2 Acoustic Enclosure. activities: Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special SMUDGES OF ANY NATURE. conditions set forth below: Sacramento Valley Limited Partnership dba Verizon Wireless c/o Monitoring: The Butte County Department of Development Services shall review + Reduce the amount of the disturbed area where passible. Complete Wireless Consulting is hereby granted a Conditional Use Permit to construct a wireless building plans for the facility and generator to ensure mitigation requirements have been + Use of water trucks or sprinkler systems in sufficient quantities to prevent airborne telecommunication facility that includes a 125 -foot tall monopine tower, eight (8) panel antennas 13. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET met. Building inspectors shall spot check and shall ensure compliance on-site. dust from leavingthe site. An adequate water supply source must be identified. q PP Y mounted at the 110 -ft. elevation, a prefabricated equipment shelter, a standby diesel generator, FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE 4. The telecommunication facilities shall comply with the applicable requirements under Increased watering frequency would be required whenever wind speeds exceed 15 underground power, and associated equipment. The facility will be situated within a 40 -ft. x 40- COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE Butte County Code Sections 24-181, 24-182, 24-186 and 24187. mph. Reclaimed (non -potable) water should be used whenever possible. ft. (1,600 sq, ft.) lease area that will surrounded with a 6 -ft tall chain link fence with barbed wire. NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE 5. The telecommunication facilities shall comply with all applicable building and electrical + All dirt stockpile areas should be sprayed daily as needed, covered, or a District Access to the facility will be provided by a 10-12 ft. wide driveway situated within a 15 ft. wide DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID AND IMPROVEMENTS IN codes. approved alternative method will be used. non-exclusive access and utility easement from Wagon Road. CONTRACTOR FROM COMPLETING THE PROJECT 6. All facility operators shall submit certification fro m a registered structural engineer to the + Permanent dust control measures identified in the approved project revegetation and 1. Failure to comply with the conditions specified herein as the basis for approval of this Use g ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE building division that all associated monopoles and towers in excess of 30 feet in height landscape plans should be implemented as soon as possible following completion of Permit constitutes cause for the revocation of said permit in accordance with the procedures will withstand sustained winds as required by the California Building Code. any soil disturbing activities, set forth in the Butte County Code (BCC), Chapter 24, Article 34, Section 24-251 Permit ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS + Exposed ground areas that will be reworked at dates greater than one month after Revocation or Modification. PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE 7. No advertising or commercial display is permitted on any telecommunication facility. initial grading should be sown with a fast -germinating non-invasive grass seed and 2. Unless otherwise provided for in a special condition to this Use Permit, all conditions must EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE 8. The placement of any antenna shall not adversely affect any on-site sewage disposal system watered until vegetation is established. be completed prior to or concurrently with the establishment of the granted use. The use COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. or its repair area without written approval from the Division of Environmental Health. + All disturbed soil areas not subject to re -vegetation should be stabilized using granted by this Use Permit must be established within 24 months of the delivery of the 9. The installation of a facility shall not violate any existing deed restrictions. approved chemical soil binders, jute netting, or other methods approved in advance countersigned permit to the Permittee, or as provided by BCC Chapter 24, Article 34, by the Butte County Air Quality Management District. Section 24-247 Time Limits and Extensions. 10. All facilities shall have a 12 -foot -wide all-weather access to a publicly maintained road capable of supporting a 40,000 -pound fire apparatus with 15 feet of vertical clearance. + All roadways, driveways, sidewalks, etc. to be paved should be completed as soon as 3. Minor changes as provided by BCC Chapter 24, Article 34, Section 24-246(C), may be possible. In addition, building pads should be laid as soon as possible after grading approved administratively by the Zoning Administrator upon receipt of a substantiated 11. There shall be no outdoor vehicle or equipment storage except for emergency purposes. unless seeding or soil binders are used. written request by the applicant, or their respective designee. Prior to such approval, 12. All facilities shall fall within current regulations of the FAA, the FCC, and any other State + Vehicle speed for all construction vehicles shall not exceed 15 mph on any unpaved verification shall be made by each Department or Division that the modification is and federal agency with the authority to regulate such facilities. surface at the construction site. consistent with the application, fees paid, and environmental determination as 13. If federal or State regulations are changed, the property owner or responsible party shall + All trucks hauling dirt, sand, soil, or other loose materials are to be covered or should conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. bring such facilities into compliance with revised regulations within 90 days of the maintain at least two feet of freeboard (minimum vertical distance between top of effective date of such regulations, unless a more stringent compliance schedule is mandated load and top of trailer) in accordance with local regulations. 4. If any use for which a Use Permit has been granted is not established within two years of by the controlling agency. + Install wheel washers where vehicles enter and exit unpaved roads onto streets, or the date of receipt of the countersigned permit by the Permittee, the permit shall become 14. No facility or combination of facilities shall generate, at any time, electromagnetic wash off trucks and equipment leaving the site. null and void and reapplication and a new permit shall be required to establish the use. frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted + Sweep streets at the end of each day if visible soil material is carried onto adjacent 5. The terms and conditions of this permit shall run with the land and shall be binding upon standards for human exposure. paved roads. Water sweepers with reclaimed water should be used where feasible. and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. "' i0I N ] V i=ut n & W c LW J.y o a. L � � a y s o o§ g� a C1_4 0 C6, W L 00 C Z o t1 E "' to ra E < N u ©� O CL II' ILD M44I JV M 0 Ln Ia N tD U O z z o z O C, * .No. rr2 Exp. 08-17 P q OF CAL1F�\ Not volid unless signed in ink by Cfcensee. Revisions: Q -- Fi I e: 162.1353_T12.dwg Drawn By: AME Checked By: Til' Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 T 1 * 2 <t C1_4 0 tt7 t1 < ©� O z z o z O w L0 w Z tzt.n0r- O O(D M C:) Cl) Q w W O Z Q .� W W P� w C, * .No. rr2 Exp. 08-17 P q OF CAL1F�\ Not volid unless signed in ink by Cfcensee. Revisions: Q -- Fi I e: 162.1353_T12.dwg Drawn By: AME Checked By: Til' Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 T 1 * 2 W WS N O �VS N o y 0— I� ZL� O O l llll�il. �� VIIIIV� 5 1A V ri O 0 a lHlll d jig ju E I iljll m z II ; u '� u M o I 0 II j, r F . L mc h o� i to �l c Y�= i� Ill Illi i epi 01 3 � VIII III"��I��lllu I m�l�ll � �� Z W F�O SE� Iv N No. C-28021 Exp. 08-17 CAL\F���\P Not vaBd unless si ned in ink b licensee. Revisions: Q -- Q -- Q [File: 162.135�T13.dwg rawn B : Ab1E hecked B :TST cale: M NOTED ate: 10/06/2015 Job No. 162.1353 N Q 0— Q U C) LL. O � Z O Z Z V) V J V J Cr— V►) ri*** O © 0) OO U D W Q J W N a W O Z Q ■� W Z LLJL w cn SE� Iv N No. C-28021 Exp. 08-17 CAL\F���\P Not vaBd unless si ned in ink b licensee. Revisions: Q -- Q -- Q [File: 162.135�T13.dwg rawn B : Ab1E hecked B :TST cale: M NOTED ate: 10/06/2015 Job No. 162.1353 LESS ENT GAS RISE] / r__ 00 o ^� N 1.2 — 8 7 \l / I I i I 00 0 I I I TOP 54' TREE TOP EL=2656' I I o Ir � TREE TOP (1Z EL=2655 A 104'+/- 126'+/- I Lrj_�/C N\:_P_ 1091+/_ TREE T OP EL=2652' TREE TOP / EL=2648' I APN:063-210-010 E F \ TREE TOP T / \� R � TOP EL=2648./ EL=2652' PROPOSED VERIZON WIRELESS 40 X 40 LEASE AREA PROPOSED VERIZON WIRELESS TREE TOP C NON-EXCLUSIVE UTILITY EL=2648 EASEMENT POWER/TELCO / PROPOSED VERIZON WIRELESSPOC w C NON-EXCLUSIVE TdTILITY \ \\ WATER POC EASEMEN f\ \ \ 1<11 SEPTIC TANK / SEPTIC LEECH AREA / \ / / o / FO RA C I / v / / REST N H 4955 SCHOTT ROAD I / FOREST RANCH, CA 95942 C) // \\ APN: 063-210-013 PARCEL DETAIL 1 "=3 0' Date of Survey: 10/08/2014 \ / \ Surveyed by or under the direction of Ryan L. Ming P.L.S. 8409 \ Located in the City of Forest Ranch, County of Butte, State of California \ \ Bearings shown are based upon on monuments found and record information. g \ \ / This is not a Boundary Survey. \ SEPTIC LEECH /� Elevations shown are based upon U.S.G.S. N.A.V.D. 88 Datum. \ \ \ REPLACEMENT AREA / Contour Interval: NA Contractor is responsible to verify lease area prior to construction. PRO%�����/ Assessors Parcel Number (APN): 063-210-013 \ / Current Zoning: Commercial/Institutional (CI) Owners: Forest Ranch Baptist Church 6esSRanchoch, Road Forh, CA 95942 FORE09/13/2015 ST RANCH 4955 SCHOTT ROAD n FOREST RANCH, CA Q ^ 5 /`�'� 95942 REV REV 9/ REV REV 08/14'2015 DB REV 10/12/2015 REALIGNED 6' EASEMENT REV 08/04/2015 DB DB REV 09/29/2015 MOVED ANTENNA LOCATION REV 2/17/2015 DB MSG FOREST RANCH 1&0 SITE 1 N.T.S. w CEDAR HILL RD d A w U VICINITY MAP These drawings and or accompanying specifications as instruments of service, are the exclusive property of Gonzales Surveys, Inc. and their use and publication shall b-- restricted to the original site and carrier for which they are prepared. Reuse, reproduction or publication by any method, whole and in part, is prohibited except by written permission from Gonzales Surveys, Inc.. Title to these plans and or specifications shall remain with Gonzales Surveys, Inc. without prejudice and visual contact with them shall constitute Prima Facie evidence of acceptance of these restrictions. The boundary shown is based on found monumentation and record information. This is not a boundary survey. This is a specialized topographic map with property lines and easements being a graphic depiction based on information gathered from various sources of record and available monumentation found during the field survey. No easements were researched or plotted. Property lines and lines of title were not investigated nor surveyed except as shown on this plan. No property monuments were set. Gonzales Surveys, Inc. 6240 West 6th Street Rio Linda, Ca 95673 Phone (916)-768-6303 Verizon Wireless PCS Equipment A.S.A.C. Survey Form Project No./Name: Forest Ranch Project Site Location: 4955 Schott Road Forest Ranch, Ca 95942 Date of Observation: 10/08/2014 Equipment/Procedure used to obtain coordinates: Trimble R8 post processed with Trimble Business Center. Type of Antenna Mount: New Monopine NAD 83 coordinates at center of proposed tower Latitude: N 39° 53' 13.72" Longitude: W 121' 39'54.64" Elevation at base of proposed tower (NAVD 88) 2579' AMSL Certification: 1, the undersigned, do hereby certify elevation listed above is based on a field survey done under my supervision and that the accuracy of those elevations meet or exceed I -A standards as defined in the FAA A.S.A.C. information sheet 91:003, and that they are true and accurate to the best of my knowledge and belief. Martin Gonzales CA. P.L.S. 6682 Legal Description: All that real property situated in the City of Fortuna, County of Humboldt, State of California, described as follows: A portion of Parcel 2 as shown on Parcel Map 1151, filed in the Office of the County Recorder of Humboldt County, in Book 10 of Parcel Maps, page 56, more particularly described as follows: Real property in the County of Butte, StatMe of California, and is described as follows: Lot 15, as shown on that certain Map entitled, "Forest Ranch Subdivision", which Map was filed in the office of the Recorder of the County of Butte, State of California, on October 22, 1975, in Book 43 of Maps, at Pages 83, 84, 85 and 86. APN: 091-040-003 The Lease premises described as follows: Commencing at a point in the North line of the above described parcel of land from which the Northeast corner bears South 87°44'33" East 135.07 feet; thence South 02°15'27" West 184.67feet to the True Point of Beginning; thence South 82°29'16" East 40.00 feet; thence South 07°30'44" West 40.00 feet; thence North 82°29'16" West 40.00 feet; thence North 07°30'44" East 40.00 feet to said True Point of Beginning. Together with a Non -Exclusive Easement for Access and Utility Purposes 15.00 feet in width the centerline of which is described as follows: Commencing at the Northwest corner of the above described Lease premises; thence along the Westerly line of the above described Lease premises South 07°30'44" West 24.76 feet to the True Point of Beginning; thence leaving said Westerly line North 81°44'52" West 89.28 feet; thence South 37°32'55" West 98.30 feet; thence North 50°37'8" West 19.48 feet to the Westerly line of the above described parcel of land. The sidelines of said easement shall be lengthened or shortened as to begin on the Westerly line of said Lease Area and terminate at the Westerly line of said Parcel. Together with a Non -Exclusive Utility Easement 6.00 feet in width the centerline of which is described as follows: Commencing at the Northwest corner of the above described Lease premises; thence along the Westerly line of the above described Lease premises South 07°30'44" West 24.76 feet; thence leaving said line North 81 °44'52" West 89.28 feet; thence South 37°32'55" West 98.30 feet; thence South 19°54'06" East 8.87 feet to the Easterly line of said 15 foot easement and the True Point of Beginning; thence South 42°31'14" East 107.99 feet to the Point of Termination. The sidelines of said easement shall be lengthened or shortened as to begin on the Easterly line of said 15 foot easement and terminate at a line running through said Point of Termination at right angles to last said course. Together with a Non -Exclusive Utility Easement 6.00 feet in width the centerline of which is described as follows: Commencing at the Northwest corner of the above described Lease premises; thence along the Westerly line of the above described Lease premises South 07°30'44" West 3.13 feet to the True Point of Beginning; thence leaving said line North 65°37'52" West 3.40 feet; thence South 37°1 l'16" West 171.75 feet to the Northerly sideline of the aforementioned 6.00 easement and the Point of Termination. The sidelines of said easement shall be lengthened or shortened as to begin on the Westerly line of said lease area and terminate on the Northerly sideline of the aforementioned 600,easement. End of Description. IES °N-46 D'VI,SIO'N �V t: U, ADDED SEPTIC LEECH AREAS CHANGED EASEMENT ADD EASEMENT MONOPOLE TO MONOPINE SURVEYOR 10/08/2014 SHEET G6240 6TH S xn Z a 1 e S RIO L NEDA,CA 95673EET C� (916)-704-5952 Surveys, Inc. www.9onzalessurveys.com Gsi4741 DWN BY: DB CHKD BY: MSG A� A.P.N. 063-210-013 i I EXISTING UTILITY POLE PROPOSED VERIZON EXISTING TREES � WIRELESS POWER AND TO REMAIN I � TELCO P.O.0 PROPOSED VERIZON WIRELESS U/G A4.1 I POWER PROPOSED VERIZON WIRELESS 15-0" WIDE ALL—WEATHER ACCESS ROAD CAPABLE OF 8 SUPPORTING A 40,000—POUND FIRE APPARATUS W/ A4.1 PROPOSED VERIZON 15'-0" VERTICAL CLEARANCE (PER COA #10) WIRELESS 15'-0" /NON—EXCLUSIVE ACCESS UTILITY EASEMENT SEPTIC LEECH AREA SEPTIC LEECH REPLACEMENT AREA EXISTING OVERHEAD UTILITIES SEPTIC TANKS PROPOSED VERIZON WIRELESS 6'-0" NON—EXCLUSIVE UTILITY EASEMENT EXISTING UTILITY POLE PROPOSED VERIZON WIRELESS TELCO P.O.0 C I � \� \ PROPOSED VERIZON WIRELESS 6'-0" UTILITY EASEMENT � J EXISTING PROPERTY� � BOUNDARY I / I i EXISTING HOSE BIB i EXISTING BUILDING I j i I PROPOSED REPAIR AREA -7 � i OVERALL SITE PLAN SCALE: 1 " = 30.0' # �9_4l IEc M 9a9 °&S �R Sp � $s 1 N � ,a,..Pt 53 y {mo- •x+ rp� �r� `gI/f �� f� W.6 Jy y o Em U§ U Z� 9c) I�1�VII Po v1 O 0 Ln hlE E m L E VVII� ry L = m 0 L ms-, p, fY1 N �I Ill o Lm3 _ II LA r'I Lu wi I �qqq� N o FC'%4 o v Z /¢CD z z ¢ CDcif Li.l 7- � ti�cn � � of J J OO O < � > J w J W 2 C/) Revisions: � File: 162.1353A11.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 W Q w cn cn w J w Of z 0 N Of w 0 w m 0 n 0 0 0 r O N PROPOSED VERIZON WIRELESS INTERSECT PANEL MOUNTED ON UTILITY H—FRAME A4.1 PROPOSED VERIZON WIRELESS HOODED & 7 DOWNTILTED WORK LIGHT A4 2 EXISTING SERVICE METER EXISTING UTILITY POLE PROPOSED VERIZON WIRELESS POWER AND TELCO P.O.0 PROPOSED VERIZON WIRELESS 200A SERVICE METER MOUNTED ON EXISTING UTILITY POLE PROPOSED VERIZON WIRELESS 1 UNDERGROUND POWER & TELCO A4 1 PROPOSED VERIZON WIRELESS 6'-0" UTILITY EASEMENT EXISTING GAS RISER EXISTING UTILITY BOX TO REMAIN PROPOSED 8'-0" TALL VERIZON WIRELESS CHAIN LINK FENCE W/ BARBED WIRE, 4'-0" ACCESS r9 10 GATE & ACOUSTICAL CURTAIN LINING WITH A STC A4.1 A4.1 RATING OF 28 (PER COA r�3) PROPOSED VERIZON WIRELESS 8 HOODED & DOWNTILTED WORK LIGHT A4.2 40'-0" PROPOSED VERIZON WIRELESS LEASE AREA 24'-0" , _ 16'-0" (2) PROPOSED VERIZON WIRELESS 3" DIAMETER (__ '_ UNDERGROUND CONDUITS TO A4.1 CHARLES CABINET PROPOSED VERIZON WIRELESS(6 SURGE PROTECTOR MOUNTED TO ICE BRIDGE A4.2 (2) PROPOSED VERIZON 4 WIRELESS GPS ANTENNAS A4.2 PROPOSED VERIZON WIRELESS SITE 5 IDENTIFICATION SIGN MOUNTED ON ACCESS GATE PROPOSED VERIZON WIRELESS ICE BRIDGE PROPOSED VERIZON WIRELESS 15-0" ACCESS & UTILITY EASEMENT � N 4'-0" ACCESS 2'-2" I. GATE i 17'-10" 20'-0" TOWER CENTERLINE PROPOSED VERIZON WIRELESS PORTABLE FIRE EXTINGUISHER ON UTILITY H—FRAME. INSTALL IN WEATHERPROOF CABINET & LABEL. THE EXTINGUISHER SHALL BE RATED 4A:80B:C OR AS REQUIRED BY LOCAL FIRE AUTHORITY 4 PROPOSED VERIZON WIRELESS TELCO A4.1 BOX MOUNTED ON UTILITY H—FRAME HE HE HE PROPOSED VERIZON WIRELESS UL2200 CERTIFIED 30KW STANDBY A6J A6.3 A6.2 DIESEL GENERATOR AND UL142 CERTIFIED 210 GALLON FUEL TANK 6 1 PROPOSED VERIZON WIRELESS OUTDOOR A4 � CABINETS 1 PROPOSED 18'-0"x18'-0" VERIZON S1.1 WIRELESS EQUIPMENT PAD H ANTENNA LAYOUT PLAN 20'-0" TOWER CENTERLINE 40'-0" PROPOSED VERIZON WIRELESS LEASE AREA PROPOSED VERIZON WIRELESS MONOPINE PAINTED FLAT BROWN PROPOSED VERIZON WIRELESS EXTENT OF BRANCHES EQUIPMENT LAYOUT PLAN SCALE: 1/4" = 1'-0" w z _ J Q w uj 00 z Ir - w U i ,I i W N 4'-0" ACCESS 2'-2" I. GATE i 17'-10" 20'-0" TOWER CENTERLINE PROPOSED VERIZON WIRELESS PORTABLE FIRE EXTINGUISHER ON UTILITY H—FRAME. INSTALL IN WEATHERPROOF CABINET & LABEL. THE EXTINGUISHER SHALL BE RATED 4A:80B:C OR AS REQUIRED BY LOCAL FIRE AUTHORITY 4 PROPOSED VERIZON WIRELESS TELCO A4.1 BOX MOUNTED ON UTILITY H—FRAME HE HE HE PROPOSED VERIZON WIRELESS UL2200 CERTIFIED 30KW STANDBY A6J A6.3 A6.2 DIESEL GENERATOR AND UL142 CERTIFIED 210 GALLON FUEL TANK 6 1 PROPOSED VERIZON WIRELESS OUTDOOR A4 � CABINETS 1 PROPOSED 18'-0"x18'-0" VERIZON S1.1 WIRELESS EQUIPMENT PAD H ANTENNA LAYOUT PLAN 20'-0" TOWER CENTERLINE 40'-0" PROPOSED VERIZON WIRELESS LEASE AREA PROPOSED VERIZON WIRELESS MONOPINE PAINTED FLAT BROWN PROPOSED VERIZON WIRELESS EXTENT OF BRANCHES EQUIPMENT LAYOUT PLAN SCALE: 1/4" = 1'-0" "_Y BUTTE . Ai `e y W 6 �l Jy �� a0 yE C 0" g U �g z� 0 u IIII'I� o "y 0 lij Q 'I j E m V,Pill^ m E IVI H u o 4 o a r L "I'I111 mtp o IIS � � cn Ln rn =o r�lil;'u a l' w in 0 CN Ln Z f� ¢O c _ cr— _ U J= U QCQ 0 cr- U VCU g 0f L0 Of F— OO (m OO Z W cr) :2 cf)Lu W � w cy � W ' i;..i J W V) cE AR T N No. C-28021 Exp. 08-17 OF CAL�F���\P Not valid unless signed in ink by ricensee. Revisions: Q -- Q -- Q E 3A21.dwg : AME B : TSTNOTED 6/2015 Job No. 162.1353 w z _ J Q w uj 00 z Ir - w U W O Q W r N o � J O N N N w J w crz o — N fY w 0 w U) 0 a 0 Of �- w z C) w o Z p W � U N fY N W 0 0 I 0 N "_Y BUTTE . Ai `e y W 6 �l Jy �� a0 yE C 0" g U �g z� 0 u IIII'I� o "y 0 lij Q 'I j E m V,Pill^ m E IVI H u o 4 o a r L "I'I111 mtp o IIS � � cn Ln rn =o r�lil;'u a l' w in 0 CN Ln Z f� ¢O c _ cr— _ U J= U QCQ 0 cr- U VCU g 0f L0 Of F— OO (m OO Z W cr) :2 cf)Lu W � w cy � W ' i;..i J W V) cE AR T N No. C-28021 Exp. 08-17 OF CAL�F���\P Not valid unless signed in ink by ricensee. Revisions: Q -- Q -- Q E 3A21.dwg : AME B : TSTNOTED 6/2015 Job No. 162.1353 O M 0 M o 0 O o -00 z m U) rn rn z < r mrri (T 0 N Cn O Z C r Z O M - (n (n Z (!) CJI N p O �•��� � rn ��oy� cn< �pO rri ---I(--o;;a------------------ O Z Z N ) 0 r ZE Dry -Ti �'T� ADO r -p M rn -TT z o �N� o G7 D Z % � � rn --I TT1 rn r n Z JCO Z r I mzrn Zn o (/) , , r rn , , DD (M O O Cn C) O Y 70 CD D ' C) Cn n ��'% 2 Z ; Cn -TI f l D �. - C7 Z17- D � M � , S Ty 30 N C I o ti ---------------------------------------- 0 ------------------------ --- � Oy 0 N W N 00 0 1-0 D O 0 p N � � N < < M .-Crn) D o 0 � z z Z � � N Z U) (T% II � c/) � J I� 0 0 O Z rn D C/) Z Z i oLn�o,, DDDD CD 0CD0 (D CD a N NO �n p m- Cp x X w N �F 2 v� M N� 2 � l D 0 DDDD CD a o' a� �F 2 v� 0 a � a� �F 2 M N� 2 � l D n oN N D p , 0 rn D ;CI � rn m \/ FOREST RANCH V010. 4955 SCHOTT ROAD ver��n WIRELESS FOREST RANCH, CA 95942 SHEET TITLE: ANTENNA LAYOUT PLAN MST A ITECT 1520 River Park Drive, Sacramento, CA 95815 916-567-9630 COMPLETE www.MSTArchitects.com Wireless Consulting, Inc. THESE DINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF DIST ARCHITECTS, INC„ WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS 94ALL NOT TE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRTtldr CONSENT OF THE ARCHITECT, COPYRIGHT, IrISi ARCHITECTS, INC. ALL RIGHTS RESERVED. ;CI D 2 � C7 rn p Z rn D ;CI � rn m � O rn � Z CD :D 0 D � D n � � � N D M cn Z 0 o � x aD 0 0 n c � z � o n z M i n"I Z n C cn rn f l :C7 n r� rn p �C) C O \ rn -� O � N p C7 M n 4h. O � N p C:) rn \ o -P oo D r MST A ITECT 1520 River Park Drive, Sacramento, CA 95815 916-567-9630 COMPLETE www.MSTArchitects.com Wireless Consulting, Inc. THESE DINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF DIST ARCHITECTS, INC„ WHETHER THE PROJECTS FOR WHICH THEY ARE MADE ARE EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS 94ALL NOT TE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS WITHOUT PRIOR WRTtldr CONSENT OF THE ARCHITECT, COPYRIGHT, IrISi ARCHITECTS, INC. ALL RIGHTS RESERVED. TOP OF MONOPINE i PAINTED FLAT DARK BROWN PROPOSED VERIZON WIRELESS ICE BRIDGE LPROPOSED VERIZON WIRELESS UL2200 CERTIFIED 30KW STANDBY DIESEL GENERATOR AND UL142- CERTIFIED 210 GALLON FUEL TANK PROPOSED 8'-0" TALL VERIZON WIRELESS CHAIN LINK FENCE W/BARBED WIRE, 12'-0" ACCESS GATE & ACOUSTICAL CURTAIN LINING WITH A STC RATING OF 28 (PER COA #3) TOP OF FENCE 8.0' A.G.L. ——— i NORTH ELEVATION SCALE: 1/8" = 1'-0" .(2) PROPOSED VERIZON WIRELESS GPS ANTENNAS MOUNTED ON ICE BRIDGE PROPOSED VERIZON WIRELESS SURGE PROTECTORS MOUNTED ON ICE BRIDGE PROPOSED VERIZON WIRELESS HOODED & DOWNTILTED SECURITY LIGHT TOP OF MONOPINE 125.0' A.G.L. TOP OF STEEL 115.0' A.G.L. VERIZON WIRELESS ANTENNA CENTERLINE 110.0 A.G.L. NOTE: POLE, ANTENNAS &ALL POLE—MOUNTED EQUIPMENT TO BE PAINTED FLAT DARK BROWN FUTURE VERIZON WIRELESS MICROWAVE DISH, SIZE AND HEIGHT TO BE DETERMINED BOTTOM OF BRANCHES 41.0' A. G. L. PROPOSED VERIZON WIRELESS TELCO BOX MOUNTED ON UTILITY H—FRAME PROPOSED VERIZON WIRELESS UL2200 CERTIFIED 30KW STANDBY DIESEL GENERATOR AND UL142 CERTIFIED 210 GALLON FUEL TANK PROPOSED VERIZON WIRELESS INTERSECT PANEL AND FIRE EXTINGUISHER MOUNTED ON UTILITY H—FRAME PROPOSED VERIZON WIRELESS ANTENNAS PROPOSED VERIZON WIRELESS RRH UNITS MOUNTED BEHIND ANTENNAS NOTE: VERIZON WIRELESS TO INSTALL "NEEDLE SOCKS" ON ALL PROPOSED PANEL ANTENNAS & RRH UNITS. ALL ANTENNAS & EQUIPMENT TO BE PAINTED FLAT GREEN NOTE: BRANCHES SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY. NOT TO SCALE WEST ELEVATION SCALE: 1/8" = 1'-0" PROPOSED VERIZON WIRELESS MONOPINE PAINTED FLAT BROWN PROPOSED VERIZON WIRELESS HOODED & DOWNTILTED SECURITY LIGHT PROPOSED VERIZON WIRELESS OUTDOOR EQUIPMENT CABINETS (2) PROPOSED VERIZON WIRELESS GPS ANTENNAS MOUNTED ON ICE BRIDGE PROPOSED VERIZON WIRELESS SURGE PROTECTOR MOUNTED ON ICE BRIDGE PROPOSED 8'-0" TALL VERIZON WIRELESS CHAIN LINK FENCE W/BARBED WIRE, 12'-0" ACCESS GATE & ACOUSTICAL CURTAIN LINING WITH A STC RATING OF 28 (PER COA #3) gIVIS10 C� w'; tit .In a. o v S � y C7 Z� �O tl li illi IIT lf1 IIII O co ��.� �Ilill IIIA Ql u. iiIII�I U yz u y I�I� E u fa N O IIJII c� u ai IIiI�� N � •� u 7d O IIII 0 y ` L F c� adz d M Q ko N /w N C C0 O C Z ri IIV0) � �-i 01 z ������Inllitl�I,nrIIIII,,�nIIIInIIII,II,II,� I,h VIpI,ppIr,, iuuIIIII ullllll IIIIIII W N d- rn LO rn p ¢ V) C) Ow U U Q O U J V w � L0ry F- C) m o U w D 0 W •47% w J W SAR s �N No. C-28021 Exp. 08-17 CAl\F���`P Not valid unless signed in ink b licensee. Revisions: Q FFiIe:162.1351U1.dwg : AME : TST NOTED 6/2015 Job No. 162.1353 r rn 20'-0" ACCESS ROAD WIDTH � 6" THICK CALTRANS CLASS 2 AGGREGATE SITE ID# 249704 URFACE, COMPACT TO BASE ROCK RO9D%SRELATIVE 4955 SCHOTT ROAD C) COMPACTION Q FOREST RANCH CA 95942 2X6 P.T. INTERIOR HEADER 6" THICK 3/4" CRUSHED STONE BASE, BOARD BETWEEN FENCE POSTS COMPACT TO 95% RELATIVE COMPACTION FOR LEASE INFORMATION CALL FOR GRAVEL CONTAINMENT X-XXX-XXX-XXXX MIN. 1/4" PER FOOT SLOPE MIN. 1/4" PER FOOT SLOPE FOR 24 HOUR EMERGENCY SERVICE CALL X-XXX-XXX-XXXX 2" THICK, 3/4" FCC TO ER REGISTRATION W NN0. CRUSHED STONE BASE MIRAFI 50OX HIGH z xxxxxxx PERFORMANCE WOVEN \////\\\//// J \\\\\ STABILIZATION FABRIC /\\/\\//\\/� 'x � , . v v v v v � � V V \ V V \ V v \//VA/VA//� I�\\//\//\//\//\// \//\//\//\// //\//\/ ��.1�.1��� f��, i� i� ii ���������� {�{� ��������./�.1����•`��\��{� �� , �. - \�_/�� ,� ,� ,� ,� ��/������ // �/�/<</�/�/�/�/�/�/�/�/�/�/�/�/�/� 24 WIDE X 18 HIGH 2 LETTERING � 1^: �_1 •� r. _,.._. I��\/\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/ \//\//\\/\\\%/\ \\//\\// Ln N /1\/1_��/1�/1�/l�/��/�_ U MIRAFI 50OX HIGH-PERFORMANCE WOVEN ENGINEERED FILL PER GEOTECHNICAL REPORT, NOTE: GENERAL CONTRACTOR TO VERIFY _ �_I— STABILIZATION FABRIC COMPACT TO 95% RELATIVE COMPACTION PHONE NUMBERS AND REGISTRATION i I II I II I I , III -III- I-1 l— -� �, SCARIFY TO MIN. 8" BELOW EXISTING GRADE, MOISTURE NUMBERS W/ VERIZON WIRELESS PRIOR PREPARE suBGRADE PER CONDITION AND COMPACT TO 95% RELATIVE COMPACTION TO FABRICATION GEOTECHNICAL REPORT NOTE: PROPOSED VERIZON WIRELESS 15'-0" WIDE ALL-WEATHER PER GEOTECHNICAL REPORT_ ACCESS ROAD CAPABLE OF SUPPORTING A 40,000 -POUND FIRE— APPARATUS W/ 15-0" VERTICAL CLEARANCE (PER COA #10) g SECTION THRU ACCESS ROAD PER COA 10 5 SITE ID & CONTACT SIGNAGEr3" SITE GRADING DETAIL A4.1 SCALE: 1" = 1'-0" A4.1 SCALE: 1/4" = 1'-0" A4.1 SCALE: 1/2"=1'-0" 2'-8" 3 1/2" PIPE CAP CHAIN LINK FENCE LINE OF EQUIPMENT 24" GRATED BRIDGE CHANNEL SEE 4/A4.1 CABINET ABOVE _-12"---- -- a: 8„----12” _» 0 3X3 X1/4» ANGLE BRACKET 0 0 I I CABINET MOUNT POINTS (TYP. @ (6) o °O ioeoo LOCATIONS) I I 3/8" U -BOLT / I NO. 9 TIE WIRE © o 0 1 TRAPEZE KIT 2 EACH EYELET - (2) 3" O SCHEDULE ; ; TIER 24" WIDE 40 PVC CONDUIT L--------------- -----J» STUB -UPS 5 3 1/2„ PIPE COLUMN 8"x12" BLOCKOUT IN SLAB 'I DIRECT BURIAL EACH SIDE PLAN VIEW FOR CONDUIT STUB UPS EQUIPMENT CABINET 0 0 3"O SCH.40 PIPE GALV OR 3.0 RGS (GALV) o CONCRETE FOOTING - ACOUSTIFENCE (2) 3"0 SCHEDULE 40 CONDUIT (GALV) (TYP) Z � SEE DETAIL BELOW 3 1/2” PIPE _ FABRIC WITH STC TYP. CONCRETE COLUMN DIRECT RATING OF 28 SLAB, SEE PLANS PVC CONDUIT STUB -UPS o0 (P) 5"x8"x1/2" THICK GALVANIZED o o BURIAL STEEL BASE PLATE 000 4" RISE ABOVE o ! m ! —_ ° ° • 4 = FINISH GRADE ° r- » o ,_0IIIIIIG 111111; �.: a a ° a : . • a - � » \_�_(4) 1/2"x3 1/4" EMBEDMENT STAINLESST(P ' I II I- a.° � 0'C. ` I l ' 1 STEEL HILTI KB -TZ EXPANSION ANCHORS FINISH GRADE a i� TYPICAL CABINET ANCHORAGE SEE 12"x12"x16" 3/4" BASE PLATE DETAIL - NOT TO SCALE 10'-0" LONG x 24" WIDE WAVEGUIDE a ° 18" DIA. x 36" DP. BRIDGE BY PART NUMBER �` PLANS KIT ANDREW, STONE WRAPPED SECTION VIEW _ _ Ai < . 2500 PSI CONCRETE WB K210 S OR EQUAL PIER FOOTING WITH FILTER FABRIC a 10 ACOUSTI FENCE ATTACHMENT DETAIL PER COA 3 7 COAX CABLE STUB—UP DETAIL .° CE BRIDGE DETAIL UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 A4.1 SCALE: 1/2" = 1'-0" �- A�.1 SCALE: 3/4" = 1'-0" �-iSCALE: NONE PIPE CAP O (TYPICAL) (GALV.)(TYPICAL) FOLLOW RECOMMENDATIONS 2" MESH x NO. 9 GALV. BARBED WIRE 4 - POINT x N0. 12 GA., GA. GALV. CHAIN LINK 6 SPACING �� n FOR BOLT TORQUE / FINISHED (2) 6" WIDE METAL DETECTABLE POLYESTER FABRIC GRADE UNDERGROUND WARNING TAPE(S): 45' EXTENSION EYE LOOP I "CAUTION: BURIED ELECTRIC LINE BELOW" TT - II -- — — "CAUTION: BURIED TELEPHONE LINE BELOW" 1 1/4"0 STD. PIPE END OR CORNER � - - —---- ---------- - AS REQ. EXTEND RACK POSTS 18» — — — •.. — — :.'. II1=1111II POST, 2-1/2"0_111=1II-1 LINE POST, 2"0 STD. PROPOSED CABINET 0 FOR GPS ANTENNA -' o III— I I—III 1=1 I I—III—I STD. PIPE ' PIPE III—II1=1II I—III—II1=1 — 1=1 11=1 1=1 I I=1 11=1 X TENSION BAR, ; ;'} 3/8 STEEL TRUSS " — z BACKFILL & PATCHING AS 1/4"x3/4 r ROD W/TIGHTNER HILTI KB -TZ SS., 1/2" x w �- 3 SCH.40 PIPE (GALV.) OR 3 N I I 1=III =1 .-. —_ _I SPECIFIED BY PERMITTING AGENCY I I— I 1-1 11-1 » » 1/8 x3/4 STRETCHER ,` o @ALL CORNERS 3.25 EMBEDMENT @ EACH i RGS CONDUIT (GALV.) (NP.) II -III -1 `..- III—III= BANDS @ 12" O.C. N0. 9, GA. TIE WIRE 00 ATTACHMENT POINT o — :` T (N) 1-4" PVC (TELCO) @ 12 O.C. 1 1/4" STD PIPE ,,� UNISTRUT P5000 (GALV) `` 1=III=III ®CORNERS, \ 1 1 /4"0 STD. PIPE, ::. N IIIIIIIIIIII ANCHORS, &ENDS NO TENSION WIRES @ BOTTOM CONCRETE SLAB �IIIIIIIIIII . =1 I 1=1 • :~� ::: III—I I f ' D-III=f (N) TBD" PVC (POWER) - SEE III I P P.T. 2x6 HEADER ..: _ — ELECTRICAL DRAWINGS FOR CONDUIT SIZE II_ 11 I I I— ; �..`� BOARD FOR GRAVEL = S a CONTAINMENT @ ash— _ _ _ _ _ _ _ _ SHIM CABINET AS REQUIRED SEE BASE PLATE DETAIL ABOVE .^� a PUNNING FENCEI_INE FOR LEVEL BEARING .� ONLY, STOP AT TRENCH AS REQUIRED�'� L�;'�,� „ 16 x 36 DP. ACCESS GATES, SEE" I CONCRETE SLAB r� 2500 PSI CONC DETAIL FTG @ CORNER 1o'—O" MAX.NOTE: 12"0 18" DP. 2500 RESTORE GRADE TO ORIGINAL CONDITION OR BETTER. OR GATE POSTS x PSI CONC FTG @ FILL WITH WELL COMPACTED BACKFILL. IF TRENCH IS UNDER CONCRETE PAD, A. : , INTER�J EDIATE POSTS BACKFILL WITH CRUSHED STONE 9 TYPICAL CHAIN LINK FENCE WBARBED WIRE 6 CABINET ANCHORAGE DETAIL 4 BOLT DOWN H—FRAME DETAIL 1 JOINT POWER TELCO TRENCH DETAIL A4.1 SCALE: 3/4" = 1'-0" A4.1 SCALE: 1-1/2" = 1'-0" A4.1 SCALE: 1/21)=11-011 A4.1 SCALE: NONE W c N C p n E U 00 a zg n�u Ln00 o a o y = alll''l a e U . e ad u N Y O � uw IIIA il' Y L � �§ L Illi%IIiiII�I � � N o�� Ln 4 V I♦ li'Irl I oc � � � Y3 __ rVmllll"u'iiil .lilil � pil��ilid!�q�ilxr ulli � � z� Egg 2{l� W F O ►1� N O \G��gED A N No. Exp. 08-17 )�F CAL Not yoGd unless signed in ink by Bcensee. Revisions: File: 162.1353_A41. dwg Drawn By: AmE Checked By: TsT Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 rn � � J C) U Q O z ~ w Ln w U omo V) z w O w U a: w J LLJ V) \G��gED A N No. Exp. 08-17 )�F CAL Not yoGd unless signed in ink by Bcensee. Revisions: File: 162.1353_A41. dwg Drawn By: AmE Checked By: TsT Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 PF32 2040.D1 CROSSOVER PLATE 2-3/8' OR TO 4-1/2' O.D. 2 7.13 LBS UB -4240 1/2' X 2-1/2' X 4' GALV U -BOLT 2 1.44 LBS T-381-8 5/8' X 8' GALV THREADED ROD 4 0.69 LBS 3 1/2" DIAMETER ICE 3 1/2" DIAMETER ICE WF -05 5/8' GALV FLAT WASHER 12 0,06 LBS 5 WL -05 5/8' GALV LOCK WASHER 12 0.09 LBSBRIDGE POST BRIDGE POST 6 N-05 5/8' GALV HEX NUT 12 0.04 LBS 7 UB -5456 5/8' X 4-5/8' X 6-1/2' GALV U -BOLT 2 1.88 LBS CABLE SUPPORT UNISTRUT RAYCAP SURGE CD PROTECTOR (DC -3315) 7 SIDE VIEWFRONT VIEW FRONT VIEW °(3) P1000 UNISTRUTS, ° ri LENGTH AS REQUIRED FOR RRH MOUNTING & CABLE SUPPORT UNISTRUT CABLE SUPPORT EXISTING 2 STANDOFF MOUNTING BRACKET & s HARDWARE PROVIDED BY 1 EQUIPMENT MANUFACTURER UNISTRUT PIPE & (3) P1000 UNISTRUTS, CONDUIT CLAMPS LENGTH AS REQUIRED 3/8" x 3 1/2" DIAMETER RAYCAP CABLING GALVANIZED STEEL U—BOLTS W/SPLIT LOCK WASHERS (TYP. (6) LOCATIONS) NEW 2 3/8" GALV. IN STEEL PIPE MOUNT COMMSCOPE MODEL _ - MOUNT DETAIL#' XP- 197-S 6 RAYCAP SURGE PROTECTOR @ EQUIP. DC 3315 3 STAND-OFF ARM PIPE 11 NOT USED A4.2 SCALE: 1-1/2" = 1'-0" ��.2SCALE: 1-1/2" = 1'-0" A4.2 SCALE: 1/4" = 1'-0" 1'-62" GALVANIZED 3"0 SCH.40 PIPET 5" DOWNWARD FACING LED - STEEL (GALV) OR YO RGS) WORKLIGHT (LITHONIA OLW14) MOUNTING PIPE PASSIVE CONVECTION _RAYCAP SURGE CONDUIT (GALV) (TYP)--\ MOUNTED ON OUTDOOR RATED FANLESS ENCLOSURE PROTECTOR O O JUNCTION BOX ❑❑ UNIT WEIGHT: +/— 57 LBS 00 (P) 5"x8"x 1 /2" `�00 CO M CO THICK GALVANIZED °O STEEL BASE PLATEN TOP VIEW 0- (4) (4) 1 /2"x3 1/4- WALL MOUNTING EMBEDMENT STAINLESS 1" BRACKET BY STEEL HILTI KB—TZ a GALVANIZED EXPANSION ANCHORS EQUIPMENT AUTOMATIC TIMER - STEEL MANUFACTURER SWITCH IN OUTDOOR MOUNTING PIPE SECTION A—A RATED JUNCTION BOX - o 0 (6 HOUR) FRONT VIEW (2) 3/8„ 1" RGS DIAMETER GALV. CONDUIT RISER— STL. U—BOLTS 2" SUPPORT POST RRUS12 NOTES: FRONT VIEW SIDE VIEW o TO ENSURE ADEQUATE AIRFLOW BETWEEN UNITS: 2-3/8" DIAMETER — ALLOW A MINIMUM OF 15.75" VERTICAL SEPARATION BETWEEN RRH'S. GALV. STL. ('A — ALLOW A MINIMUM OF 19.68" VERTICAL SEPARATION BETWEEN RRH AND ANTENNA. MOUNTING PIPE — ALLOW A MINIMUM OF 7.87" HORIZONTAL SEPARATION BETWEEN RRH'S AND BETWEEN A 15.73" 1.61" SIDE VIEW ANTENNA STANDOFF RRH'S AND ANTENNA.TOP VIEW UNIT WEIGHT: +/— 32 LBS — THE MINIMUM DISTANCE FROM THE BOTTOM OF THE RRH TO THE FLOOR IS 11.8". — MOUNTING BRACKETS & HARDWARE PROVIDED BY MANUFACTURER WORKLIGHT DETAIL 5 REMOTE RADIO UNIT RRH MODEL ERICSSON RRUS12 RAYCAP SURGE ANTENNAS NOT USEDK'8 A4.2 SCALE: 1-1/2" = 1'-0" A4.2 SCALE: 1-1/2" = �.2SCALE: 1/4" = 1'-0" A4.2 SCALE: NO SCALE GALVANIZED STEEL / GPS ANTENNA / o UNISTRUT P1000 \ o \ 0 UNIVERSAL PIPE / — — o ADAPTER KIT: ANDREW { PART #: B1534 ANTENNA PIPE / 1 BRACKET AND DOWNTILT114 \ DOWNWARD FACING LED WORKLIGHT ADAPTER SUPPLIED BY (LITHONIA OLW14) MOUNTED ON COAX CABLE \ / ANTENNA MANUFACTURER Qo I OUTDOOR RATED JUNCTION BOX I ICE BRIDGE POST 1 (2) 3/8" DIA. GALV. STL. BOLTS, NUTS AND WASHERS GALV. STEEL CLAMPS NEW 2-3/8" DIA. GALV. Sl / (TYPICAL) ANTENNA MOUNTING PIPE / AUTOMATIC TIMER SWITCH IN GPS ANTENNA OUTDOOR RATED JUNCTION BOX UNIVERSAL PIPE NEW VERIZON WIRELESS 6 HOUR PANEL ANTENNA ( ) ADAPTER KIT: ANDREW PART #: B1534 1" RGS CONDUIT RISER TOWER—MOUNTED ANTENNA & PIPE MOUNT BRACKET(S) BUTTE COUN-Pf" 5/8" DIAMETER �i¢71-DIN DIVISION" UNISTRUT H—FRAME ��; - THREADED ROD k ,a�� N w .y r �ww'mf' ICE BRIDGE POSTn RRH (WHERE OCCURS) MI ETAIL4 GPS ANTENNA MOUNTINGDETAIL 1 TYPICAL ANTENNA MOUNT DETAIL WORKLIGHTD_SCALE. 1 — 1 0NOT USEDr7'N\_ _ �.2 �.2SCALE: 1 /4" = 1'-0" A4.2 SCALE: 1-1/2" = 1 —0 �.2SCALE. 1 1 /2 — 1 0 W �751 W N C pa U y r� O 02 U§ g 0 uI Lm o L 41E m u` 0 wm U II' I c d� ca l L O ■co Lr_ M a�H C> � O1 N ��.I. mac° 1-4 cyl V 0 0 fig C, rn m (n pJ_ C) U Q _ _ z z � � Z F_ O w Ln w U O O ZD nof 0) Z � O LLJ U J H w c No. C-28021 Exp. 08-17 OQ�F: CAL\F���\P Not Valid unless signed In Ink by licensee. Revisions: D -- Q File: 162.13531142. dwg Drawn By: AME Checked By: TST Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 on V. • Mi 4 *77,77r. + ® •. Rets cables always start at the AWS RRU and daisy chain to the other frequencies from there. RETs are always daisy chained by sectors, do not daisy chain different sectors UT Z%711ZING I XAMPLI ✓" .A„5f �_-+-�-1 +dS{� `—qty -dgt r+: (-� +45 r,l J+'� , I 9 10 11 12 Position RAYCAP #4 FIBER CONNECTIONS (4 - 6 sector sites) Upper 7 8 9 10 11 12 Position Position Position _.. RFPort A i..._. J RFPort 6 Fiber OPEN OPEN OPEN OPEN OPEN OPEN Connection OPEN Connection Connection Alpha 2 Beta 2 Gamma 2 VZW Color OPEN OPEN OPEN OPEN OPEN OPEN Code OPEN CR/P/O/O/P/W Code ' Code other frequencies (700, PCS etc) until you have all alpha sector -4ti RP PD rt B Lower 1 2 3 4 5 6 Position 5 Position 6 Position -� �� at same process Fiber 850 850 850 850 850 850 Connection Alpha 1 Beta 1 Gamma 1 Delta 1 Epsilon 1 Zeta 1 Fiber Color BR/P/P/P/Y BR/P/P/P/B BR/P/P/P/0 BR/P/P/P/Y/Y BR/P/P/P/B/B BR/P/PfP/P/O/O Code BR/P/P/0/0 Code BR/P/B/B/P BR/P/O/O/P Code Power Color R/P/P/P/Y R/P/P/P/B R/P/P/P/O R/P/P/P/Y/Y R/P/P/P/B/B R/P/P/P/P/0/0 Code R/P/P/0/0 Code R/P/B/B/P R/P/O/O/P Code RAYCAP #1 FIBER CONNECTIONS 1 - 6 sector sites) Upper Upper 7 8 9 10 11 12 Position Position _.. RFPort A i..._. J RFPort 6 Fiber I OPEN OPEN OPEN OPEN OPEN OPEN Connection Connection Alpha 2 Beta 2 Gamma 2 Delta 2 Epsilon 2 VZCoCCoelor OPEN OPEN OPEN OPEN OPEN OPEN CR/P/O/O/P/W Code ' Code other frequencies (700, PCS etc) until you have all alpha sector -4ti RP PD rt B i�- _,, I �.M", I Lower 1 2 3 4 5 5 Position 6 Position -� �� at same process Fiber 1700 700 700 700 700 700 Connection Alpha 1 Beta 1 Gamma 1 Delta 1 Epsilon 2 Zeta 2 Fiber Color BR/P/P/Y BR/P/P/B BR/P/P/0 BR/P/P/Y/Y BR/P/P/B/B BR/P/P/0/0 Code BR/P/B/B/P BR/P/O/O/P Code Power Color R/P/P/Y R/P/P/B R/P/P/0 R/P/P/Y/Y R/P/P/B/B R/P/P/0/0 Code R/P/B/B/P R/P/O/O/P Code RAYCAP #3 FIBER CONNECTIONS (4 - 6 sector sites) } RAYCAP #2 FIBER CONNECTIONS (4 - 6 sector sites) Upper 7 7 8 9 10 11 12 Position _.. RFPort A i..._. J RFPort 6 Fiber Fiber AWS -A2 AWS -A2 AWS -A2 AWS -A2 AWS -A2 AWS -A2 Connection Alpha 2 Beta 2 Gamma 2 Delta 2 Epsilon 2 Zeta 2 VZW Color BR/P/Y/P/W BR/P/B/P/W BR/P/O/P/W BR/P/Y/Y/P/W BR/P/B/BJP/W CR/P/O/O/P/W Code ' Code other frequencies (700, PCS etc) until you have all alpha sector -4ti RP PD rt B i�- _,, I �.M", I Lower Lower 1 2 3 4 5 6 Position -� �� at same process Fiber Fiber AWS AWS AWS AWS AWS AWS Connection Alpha 1 Beta 1 Gamma 1 Delta 1 Epsilon 1 Zeta 1 Fiber Color B'R/P/Y/P BR/P/B/P BR/P/O/P BR/P/Y/Y/P BR/P/B/B/P BR/P/O/O/P Code Power Color Power Color R/p/Y/P R/P/BJP R/P/O/P R/P/Y/Y/P R/P/B/B/P R/P/O/O/P Code RAYCAP #3 FIBER CONNECTIONS (4 - 6 sector sites) Upper 7 8 9 10 11 11 Position F-' Ca ver P _.. RFPort A i..._. J RFPort 6 Fiber 2. Plug the female end of the RET cable corning from the Alpha sector A'NS Rt l into the n -!ale AISG port on the Alpha sector of OPEN OPEN OPEN OPEN OPEN OPEN Connection 3. Plug mail end of another RET cable into the remaining male AISG port on the Alpha sector AWS Antenna and plug the female VZW Color OPEN OPEN OPEN OPEN OPEN OPEN Code other frequencies (700, PCS etc) until you have all alpha sector -4ti RP PD rt B i�- _,, I �.M", I antenna daisy chained together. Lower 1 2 3 4 5 6 Position -� �� at same process Fiber I PCS PCS PCS PCS PCs PCS Connection AI ha 1 Beta 1 Gamma 1 Delta 1 Epsilon 1 Zeta 1 Fiber Color IBi BR/P/B BR/P/0 BR/P/Y/Y BR/P/B/B 8R/P/O/O Code Power Color IR/P/Y R/P/B R/P/O R/P/Y/Y R/P/B/B R/P/O/O Code �® JdhMu jil -AL all I, APTS .Antrenna } ACG Antenna 45p'- d5 ER)" 5rdk�►rfdD �',� RA F Confidential and proprietary material for authorized Verizon Wireless personnel only. Use, disciosure or distribution of this rrr+terial Is not permitted to any unauthorized persons or third parties except by vmtten agreement. A I! Corfidentiat and proprietary material for authorized Verizon Wireless personnel only. Use, disclosure or distribution of this material is not Permitted to any unauthorized persons or third parl'res except by %T sten agreement, t 2 t,.tG: 1 I BUTME I r COQ NTY �'`� 4!}r ,fin f(^� "'" �`f"3g°0rN S S U i M! --tD fi { 5b: 4.w'F�JK}.,✓r G �7. "s %a 1 1 RRU RAYCAP CONNECTION GUIDE A4.3 SCALE: 1/4" = V-0" i W . 0 EMluN� -5-� a U I3 Z� O O Im IIIIII'I;�JIIII!IIIIII Ln o it ry m U ',IIIIII;I' O � 8 c 11Fh rn E u Illli a; � IIIIp a ae– c L M c �� CL MW r„ a o� n ou 3 � c II;IIII N- ko II INlliltl Vl'! IVI I u�ul I', mu�llil " Inllllllllllldl III"iIIVm W C}jl LNW1� W O CV Lf� � Q O U w Q CLill U-) LIJ Q IOfLf')= 0 0) 0 co 0 W J W oC Ila, w J W w 2 N N J D Z O U F— V) Z O U AR v �� S • S',y C'J, N No. - 1 Exp. 08-17 CAL\F���`P Not yorid unless signed in ink by ricensee. Revisions: 0 -- Q -- File: 162.135U42.dwg Drawn By: JCE Checked By: TST Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 Plug male end of RET cable into the AISG port on the Alpha sector RIPOrt. - DATA AWS RRH. F-' Ca ver P _.. RFPort A i..._. J RFPort 6 2. Plug the female end of the RET cable corning from the Alpha sector A'NS Rt l into the n -!ale AISG port on the Alpha sector of AISG .Alam?fi A 9' '�"� the AWS antenna. t } 3. Plug mail end of another RET cable into the remaining male AISG port on the Alpha sector AWS Antenna and plug the female Pc 'er-48 v DAT , AISG end into the male AISG port on the Alpha Sector antenna of your Power " Pr� _ �� RF Pcr A other frequencies (700, PCS etc) until you have all alpha sector -4ti RP PD rt B i�- _,, I �.M", I antenna daisy chained together. % Repethe for each sector and each frequency. _ RRUSAz -� �� at same process CnrAdil ial and proprietarymaterial forauthcmzed Verizon Wireless personnel only, use, dis�iosure or dis'r!nution or this materia' is not permitted to any unauthorized perssons or third parties except by written agreement, RA F Confidential and proprietary material for authorized Verizon Wireless personnel only. Use, disciosure or distribution of this rrr+terial Is not permitted to any unauthorized persons or third parties except by vmtten agreement. A I! Corfidentiat and proprietary material for authorized Verizon Wireless personnel only. Use, disclosure or distribution of this material is not Permitted to any unauthorized persons or third parl'res except by %T sten agreement, t 2 t,.tG: 1 I BUTME I r COQ NTY �'`� 4!}r ,fin f(^� "'" �`f"3g°0rN S S U i M! --tD fi { 5b: 4.w'F�JK}.,✓r G �7. "s %a 1 1 RRU RAYCAP CONNECTION GUIDE A4.3 SCALE: 1/4" = V-0" i W . 0 EMluN� -5-� a U I3 Z� O O Im IIIIII'I;�JIIII!IIIIII Ln o it ry m U ',IIIIII;I' O � 8 c 11Fh rn E u Illli a; � IIIIp a ae– c L M c �� CL MW r„ a o� n ou 3 � c II;IIII N- ko II INlliltl Vl'! IVI I u�ul I', mu�llil " Inllllllllllldl III"iIIVm W C}jl LNW1� W O CV Lf� � Q O U w Q CLill U-) LIJ Q IOfLf')= 0 0) 0 co 0 W J W oC Ila, w J W w 2 N N J D Z O U F— V) Z O U AR v �� S • S',y C'J, N No. - 1 Exp. 08-17 CAL\F���`P Not yorid unless signed in ink by ricensee. Revisions: 0 -- Q -- File: 162.135U42.dwg Drawn By: JCE Checked By: TST Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 GENERAG' I INOUSTR1AL M r v K f't I'll p$ _ana,fY„R1iRnC.^@irA1 'Il �.h'xn+Y..uT R�bY9���-�i''.'it' ..�; j{Y'%5��� N! ,�S ”, X'k'r � 4 � ✓°"««d"i 4 � t'" �7­ +l r�, , „ i Standby Power RatirIg 30 14A 8 k, VA 60 FEZ Prime Power Rating* 27 kffl 34 WA 60 Hz +Cfr �1 jD ,.. AN"ntbr 4:?":+gmmG!c xM tit§. RY `EPA Certified Prime ratings are not avaaiable in the U.S. or its Territories Industrial Diesel Generator Set EPA Certified Stationary Emergency d c s cif"td St n, dards o Generac products are designed tothe following standards.' C UL us UI -2200, UL508, UL142, UL4198 V NFPA70. 99,110, 37 Na PA 1 •C� c +/ 1, n.�Compliancea E Em 5� o v n; c NEC700, 701, 702, 708 9 See Emissions Data 511eet i Fan Type p Cylinder ISJ9001, 8528, 3046, 7637, Pluses #2b, 4 NEMA ICS10, MGI, 250, ICS6, ABI N61 ANSI C62.41 r . n,encnn Na`r7na, 5.andm„s lr,�rrrtnr Imago used for ibstration purpose9 onfy Pee erin0 Ahead For over 50 years, Generac has led the industry with innovative design and superior manufacturing. Generac ensures superior quality by designing and manufacturing most of its generator components, including alternators, enclosures and base tanks, control systems and communications software. Gerierac's gensets utilize a wide variety of options, configurations and arrangements, allowing us to meet the standby power needs of practically every application. Generac searched globally to ensure the most reliable engines power our generators. We choose Only engines that have already been proven in heavy-duty industrial app!ication under adverse conditions. Generac is committed to ensuring our customers' service support continues after their generator purchase. GENERAC' I INDUSTRIAL SQ030 .li,cation and entgineerin, data ... w,.�. .�_.�..�, ,.... ....-�,. ....�p. _...�...� . ENGINE SPECIFICATIONS GCn_,eral S;ooling,Syste R?ake Generac Cooling System Type 1 •C� c +/ 1, n.�Compliancea E Em 5� o v l 1 1 E St c r'y Emergency r n h .. °,nom Y; P ms. F aw m Water ,, u y Y .DEmissions ' L, A !�,„t�rence See Emissions Data 511eet i Fan Type p Cylinder - _.n Fan Speed (>pm) Type In -Line i Fan Diameter mm (in) Displacement - L (cu in) 2.4 (146.46) Coolant Hewer V"altage Born - mm (m) 93 (3.54) Coolant Fleater Standard Voltage Closed Recovery Pre- if Sealing Lobed, Se Pusher 2698 560 (22) 1500 120 VAC e k Illi 43.71? S ria 4 ml 9 ) ( Compression Ratio _21.3:1 �i ly�t�rr Ir rake Air Mu11r ri Turbocharged Foe! Type Cylinder Head Tyne Cast Iron Fuer Specifications P,ston Type Muminum Fuel Fitti,ring (microns) Flee! Inject Pun1p Engine Governin Fuel Pump Type Govcrnper Electronic isochrorous Injrr-torType Fr,.quency Regulation (S'°na;y Sta e) 0.25%Fuci Supply Linc - mm (in) Fuer Retuim Line - mm (in) Lubrfra±ion Sy t1lrrt Cpl Punrp Type Gear Eng.Elect i 1 st m C 1 Filter Typc Full Flow System Voltage 12 VDC Crankcase Capacity - L (qts) 6,2 (6.52) _ Battery Charging Alternator Sid Batlery Sint; See Battery irdex 0161970SBY BatteryVoltage 12 VDC Ground Polarity Negative ALTERNATOR SPECIFICATIONS ENGINE SYSTEM ALTERNATOR SYSTEM Standad Marie! -�� 3,30 Voltage R-mulator Type Digital -- Poles —_._. Number of Sensed Phases All All Phase AC Voltage • Regulation Accuracy (Steady State) ± 0.25 , Field T+,°ne Revol }in 9 -- • insulation Class - Rotor H-� Rust -proof fasteners with nylon washers to protect lnstllation Class - Stalor H Oil Drain Extension -�_ — Total tirmionic Llisf:artion �� ; 5"! _ display Trtspho;ne Interterenre Fa^tor (Tui < 50 • Standard Excgafior Syllcfnr�iiaus Class H insulation material B'drinfJS S1ng(e Sealed Cartfidge • Couplirrn D�fect. Flexible DISC • Load Capacity - Standby 1009'x, Gasketed doors Prototype Short Circuit Test Yes • GENERAC INDUSTRIAL '11 SD030 :11 Standard Features if ENGINE SYSTEM ALTERNATOR SYSTEM ENCLOSURE 1f selected • 15 chancel data logging n 9. g • All Phase AC Voltage • 0.2 msec high speed data logging 36 Generala • UL2200 GEt"lprotect` • Rust -proof fasteners with nylon washers to protect 35% • Oil Drain Extension -�_ — a 12 leads (3-phase, non 600 V) display finish ' • Air Cleaner • Class H insulation material • High performance sound -absorbing material • • Fan Guard • Vented rotor • Gasketed doors • Stainless Ste>' l flexible exhaust connection • 2/3 pitch • Stamped air Irtake louvers • Critical Exhaust Silencer (enclosed only) • Skewed stator • Air discharge hoods for radiator -upward pointing • Factory Filled Oil • Auxiliary voltage regulator pourer winding • Stainless steel lift a{I char hinges A Radiator Duct Adapter (open sct only) • Amortisseur winding • Stainless steel lockable handles Isochronous Governor Control • • Brushless Excitation • Rhino Coal" Textured polyester powder coat Waterproof1sealed Connectors System y • Sealed Bearin„ es 7 -Day Programmable Exerciser 0 • Fuel Fuel Ieckoff solenoid a Automated manufacturing (winding, insertion, TANKS (If salecied) • Primary fuel filter O lacing, varnishing) • RS -23211485 0 Auto; Oft `fllanua' Switch • ly in balanced (get tolerance) fatty 0 UL 142 • Cooling System • Full loadc ahem • Double yell • Closed Coolant Recovery Syslern • Protective thermal s�rioh • Vents • UV/Ozone resistant hoses S Year warranty conditions • Sloped top • Factory-Insfalled Radiator GENERATOR SET • Sloped bottom • Radiator Drain Extension Predictive Maintenance algorithm —_ • Faclany rrossure tested (2 psi) • 50I50 Ethylene glycol antifreeze • Internal Genset Vibration Isolation • R1.lpture basin alarm • 120 V.AC Coolant Haater • Separation of circuits - high/low voltage • Fuel level kW Hours, Total & Last Pun • s Separation of circuits - multiple breakers • Check valve in supply and return lines Engine Electrical System • Silencer Heat Shield • Rhino Coat- - Textured polyester powder coat • Battery charging alternator • Wrapped Exhaust Piping • Stainless Hardware • Battery cables • Silencer housed in discharge hood (enclosed orgy) • Batter/ tray! • Standard Factory Te�tjng • Solenoid activated starter motor • 2Year Lmited Warranty (Standby rated Units) LV0 • Rubber -hoofed engine eleclrica connections • 1 Year Limited Warranty (Prime rated units) • Silencer mounted in ftp discharge hood (enclosed only) CONTROL SYSTEM GENERAC` I INDUSTRIAL SD030 o cretin data POWER RATINGS Standby Single -Phase 120 240 VAC @1.Opf Three -Phase 120/208 VAC @0.8pf r r - 4 fci+ Th ee Phos 1 c0 2 VA 0.8 f e 0 C. p Three -Phase 277/480 VAiC @vO.8pf Three -Phase 346/600 VAC @0°8pf 30 ON Amps 125 30 kW • Real/Reactiye/Apparent Power • 15 chancel data logging n 9. g • All Phase AC Voltage • 0.2 msec high speed data logging 36 KIN • All Phase Currents • Alarm information automatically comes up on the 35% {Vox' ra.�r • Oil Pressure 30% display Standard 35 • Coolant Temperature 48 60 72 84 j r • Coolant Level 54 Alarms Upsize 1 40 • Englllo Speed • Oil Pressure (Pre -programmable Low Pressure 95 1 20 • Battery Voltage 61 Shull Upsize 2 50 • Frequency • Coolant temperature (Pre-programmed High Temp 120 Control Panelry • Date,.Tme fault Histo Event Log) ( 77 Shutdown) • Digital H Control Panel - Dual 4c20 Display_-- • Isochronous Governor Control • Coolant Level (Pre-programmed Low Level Shutdown) • Programmable Crank Limiter • Waterproof1sealed Connectors • Levi Fuel Pressure A. arm • 7 -Day Programmable Exerciser 0 Audinle Alarms and Shutdowns • Englne Speed (Pro= -programmed Over speed • Special Applications Programmable PLC 41 Not in Auto (Flashing Light) O Shl • RS -23211485 0 Auto; Oft `fllanua' Switch • Battery Vottage Warning • All -Phase Sensing DVR • E -Stop (Reif fv'llashroom-Type) • Alarms 8 warnings time and date stamped • Full System Status • NFPA110 Level land 11 (Programmable) • Alarms 8 warnings for transient and steady state • Utility Monitoring • Customazab1e Alarm,, Narnmgs, and Events S Year warranty conditions • Law Fuel Pressum Indication • Modbus protocol • Snap shots of key operation parameters during • 2-bVire Start Compatible • Predictive Maintenance algorithm 13" Vent Extension alarms & warnings • Power Output (l,lvi) • Sealed Boards • Alarms and warnings spelled out (no alarm codes) • Power Factor • Password parameter adjustment protection • kW Hours, Total & Last Pun • Single point ground GENERAC` I INDUSTRIAL SD030 o cretin data POWER RATINGS Standby Single -Phase 120 240 VAC @1.Opf Three -Phase 120/208 VAC @0.8pf r r - 4 fci+ Th ee Phos 1 c0 2 VA 0.8 f e 0 C. p Three -Phase 277/480 VAiC @vO.8pf Three -Phase 346/600 VAC @0°8pf 30 ON Amps 125 30 kW Amps' 104 30 f +N � Amps: p n 9. 30'leW Amps 46 30 kw Amps. 36 STARTING CAPABILITIES (sKVA) sKVA vs. Voltage Dip FUEL CONSUMPTION RATES} pi�gl.�gLrhi Af � Fuel Pump Lift -ft(m) 3 (1)._._. Total Fuel Purnp Flow (Combustion + Return) 4.5 gph Percent Load gph (lph) 25% 0.92 (15) 480 VAC 11.45 (5,5) 75% 1.96 (7.4) 100; 208/240 VAC cfm (m3+hr) - A_1e10tpr KIN 10*+'+ 15 t 20% 25T, 30% 35% 10% 15% 20% 25% 30% 35ry Standard 35 24 36 48 60 72 84 18 27 36 45 54 63 Upsize 1 40 27 41 54 fib 81 95 1 20 31 41 51 61 71 Upsize 2 50 34 52 69 86 103 120 26 39 52 65 77 90 FUEL CONSUMPTION RATES} pi�gl.�gLrhi Af � Fuel Pump Lift -ft(m) 3 (1)._._. Total Fuel Purnp Flow (Combustion + Return) 4.5 gph Percent Load gph (lph) 25% 0.92 (15) 50an - 11.45 (5,5) 75% 1.96 (7.4) 100; --� 2.74 (10.46 ” Fuel supply installation must accommodale fuel consumption rates at 100`Y, load. COOLING S'andbv Coolant flow per Minutegpr11(ip n)' 10 (38) Coolant System Capacity gal (L) 2.8 (10.95) Neat Rejection to Coolant FiTi" hr 111,000 Inlet Air cfm (m3+hr) 41500 (7647) Max. Operating Radiata Air Temp re (G") 122 (50) Max. Ambient Temperature (before derate) F° (C') 104 (40) Maximum Radiator Backpressure in H..O 0.5 COMBUSTION AIR REQUIREMENTS •• naraw 10 "Err iariDnS e^ate 5br,^ul' fw cxarrruz b'H� for ErA:±n� .icA1JE1D C'�rrlkttirv.� oury"'lags D+,ration - Operational characteristics consider maximum arnbl+ rt conditions, Derate factors may apply under atypical site concif ions. Please consul: a Generac Power Systems Industrial Dealer for additional details All performance ratings in accordance with IS03046, BS5514. IS08528 and DIN6271 standards. GENERAC" I INDUSTRIAL SD030 USABLE CAP AOrl L x W x H in (mm) Standby Alurrrinum O 21 -Light Pf?rrole Annunciator O Remote E-Stap (Ped Mushroom Type, Surface Flow at Rated Povepr rhrl (m3/min) 90 (2.55) O Remote Relay Panel (8 or 16) 2060(T4) ENGINE O ENGINE SYSTEM EXHAUST ENCLOSURE General — O Alternator Upsizing Standby Weather Protected O Oil fvMake-Up System Standby Rated Engine Speed rpm 1800 O Oil Heater Exhaust Flow (Rated Output) cfm (m'imin) O 230 (391) Horsepower at Pated kw'" hp 49 O Max Baekpressare (Post Silencer) inl (Kpa) 1.5(5.1) Piston Speed It/min (m./min) 1110 (338) CIRCUIT BREAKER OPTIONS Exhaust Temp (Rated Output) °F (cc) O Flexible fuel lines 850 (454) BMEP psi 153 O Primary fuel filler Exhaust Outlet Sir? (Open Set) mm (in) O 63.5 (2.5) •• naraw 10 "Err iariDnS e^ate 5br,^ul' fw cxarrruz b'H� for ErA:±n� .icA1JE1D C'�rrlkttirv.� oury"'lags D+,ration - Operational characteristics consider maximum arnbl+ rt conditions, Derate factors may apply under atypical site concif ions. Please consul: a Generac Power Systems Industrial Dealer for additional details All performance ratings in accordance with IS03046, BS5514. IS08528 and DIN6271 standards. GENERAC" I INDUSTRIAL SD030 USABLE CAP AOrl L x W x H in (mm) Wr lbs (kg) - Tank& Open Set Alurrrinum O 21 -Light Pf?rrole Annunciator O Remote E-Stap (Ped Mushroom Type, Surface O Configurable Options O Remote Relay Panel (8 or 16) 2060(T4) Mount) O ENGINE SYSTEM ALTERNATOR SYSTEM ENCLOSURE General — O Alternator Upsizing O Weather Protected O Oil fvMake-Up System O Anti -Condensation Heater O Level 1 SOLInd Attenuation O Oil Heater O Tropical coating O Levet 2 Sound Attenuation O Industrial Exhaust Silencer O Permanent Magnet Excitation O Steel Enclosure ENGINE SYSTEM O Aluminum Enclosure Fuer Sy�'em _-....._. _._.u__.._._._. CIRCUIT BREAKER OPTIONS O 150 MPH Wind Kit O Flexible fuel lines Motorized Dampers -- O 12 VDC End] osriro Lighting Kat O Primary fuel filler O Main Line Circuit Breaker O 120 VAC Enclosure Lighting Kit Enclosure ambient heaters O 2nd Main Line Circuit Breaker O AC/DC Enclosure Lighting Kit ng re Electrical System _. O Shunt Trip and Auxiliary Contact O Door Alarm Switch eO 10A UL battery charger O Electronic Trip Breakers O Overfill protection valve O 2.5A UL b4 g TANKS (Size on last O Battery Warmer GENERATOR SET O ULC. S-601 Tank � O Electrical Fuel Level O O Gen -Link Communications Software (English O 'Aechanical Fuel Level O Special Fuel Tanks (MIDEO and FL DEP/DEl etc.) Only) O 54 Gal (204.4 L) Usable Capacity O O 8 Load Position Load Center O 132 Gal (499.7 L) Usable Capacity 0 O 2 Yea.r Extended Warranty O 211 Gal (798.7 L) Usable Capacity O S Year warranty O 300 Gal (1135.6 L) Usable Capacity O 5 Year Extended Warranty O 8” Vent Extension m O 13" Vent Extension 0 O 19" Veni Extension CONTROL SYSTEM USABLE CAP AOrl L x W x H in (mm) Wr lbs (kg) - Tank& Open Set Alurrrinum O 21 -Light Pf?rrole Annunciator O Remote E-Stap (Ped Mushroom Type, Surface O Remote Communication - Ethernet O Remote Relay Panel (8 or 16) 2060(T4) Mount) O 1 OA Run Relay O Oil Temperature Sender wikh Indicatica Ala..•nn O Remote E -Step (Red Iv"ushroam Type, Flush O Ground fault indication and protection functions 0 Remote E -Stop (Break Glass Type, Surface 211(798-7) h."oust) 2979 (1331) 109 Mount) O Remote Communication - Modem V) Engineered Options Q U ENGINE SYSTEM ALTERNATOR SYSTEM ENCLOSURE O Coolant heater ball valves O 3rd Breaker System O Motorized Dampers O Block heaters M U O Door switched for intrusion alert O Fluid containment pans GENERATOR SET O Enclosure ambient heaters ZQ W TANKS CONTROL SYSTEM O Special Testing O O IBC Seismic Certification O Overfill protection valve O Spare inputs (x4) /outputs (x4) - H Panel Only O Ut 2085 Tank O Baflery Disconnect Switch O ULC. S-601 Tank � � O Stainless Steel Tank (M C) O Special Fuel Tanks (MIDEO and FL DEP/DEl etc.) O Vent Extensions Rating Definitions Standby -Applicable for a varying emergency load for the duration of a Wility power outage worth no overload capability. Prime - Applicable for supplying power to a varying load in lieu of utility for an unlimited amount of running time. A 10% overload capacity is available for 1 out of etery 12 hours. The Prime Power option Is only available on international applications. Power ratings in accordance with ISO 8528-1, Second Edition dated 2005-06-01, definitions for Prime Power (PRP) and Emergency Standby Power (ESP). GENERACI INDUSTRIAL SD030M dimensions and weights* -r OPEN SET Ht _._ o ii L w L RUNTIME HOURS USABLE CAP AOrl L x W x H in (mm) Wr lbs (kg) - Tank& Open Set Alurrrinum GAL (L) 95 (24 13) x 38 (965.2) x 50 (1270) 302 0 37) NO TAN!! - 76 (1930.4) x 38 (914.4) x 46 (1168A) 2060(T4) 0 <'I 51(2n4.41 7 1 4 x .44 x 6 1900. 38 9 5.? 143 6 2540 1152 48 9938(914,4)01(1803.4'1 132 (4-� 7} 7 4 x 6 (1930. } 7 0 1 -7 2 7 (25 ) 77 211(798-7) 76(1930,4) x 38 (914 4) x 83 (2103.2) 2979 (1331) 109 300 (1135.6) 93 (2362.2) x 38 (914.4) x 67 (2209.8) 3042 (1330) STANDARD ENCLOSURE RUN TIM: -SABLE HOURS CAPAC iTY GAL (L) L x w x H in (mm) 44T lbs (kg) - Enclasp re Only Steel Alurrrinum NO TAW - 95 (24 13) x 38 (965.2) x 50 (1270) 302 0 37) 191 (87) 20 54 (204 4) 95 ;2413) x 38 (965.2) x 63 (1630,2) 48 132 (499 7) 95 (2413) x 38 x965.2) x 75 (1905) 7T 211 (798 7) 95 ,2413) x38 (965.2) x 87 (2239 P.) - 109 300 (1135.6) 95 ,2413) x 38 (965.2) x 91 (2311.4) LEVEL 1 ACOUSTIC ENCLOSURE RUN TIt.1E USABLE HOURS CAPACITY GAL (L) L x'14 x H in (nim) 4N7 lbs (Yg) - Enclosure Only Steel Alaminurn NDTANK 113 (2870.2) x 38 (965.2) x 50 (1270) 455 (206) 288 (131) 20 54 (204A) j ` 11312870.2) x 38 (965 2) x63 (1603.2); 4a 132 (499.7) 113 (28702) x 38 (965.2) x 75 (1905) 77 211 f79P 7) ; 11312874.2) x 38 (965.2) x 87 (2209.8) 1 109 300 (1135.6) 11312870.2) x 38 (965.2) x 91 (2311.4) w LEVEL 2 ACOUSTIC ENCLOSURE --- 'All measurements are approximate and for estimal=on purposes only. Sound dBA can be foun9on the L w sound dart' sheet Enclosure Only wpiohi is added to Tank & Open Set weigh! to determine total weight. YOUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALER 4 j3 �y x.p F31tISIOt Specification characterlstics may chanpe withautnotica. DlrreWons and weights aro for preX n*wy purposes only, Please consult a Generac Power Systems atdr,strlal CaalerfdrdeWled in6taaalian drawrigs, Generac Power Systems, Inc. • S45 W2S290 HWY, 59, Waukesha, WI 53189 • generac°com V2014 Gonerac P7wc^r Systems, Inc. An rights reserved. A",I spnorcattms are sut,joct to change wilhosa notice, BufterEn 0X(5085 -C / Primed In U.S.A. 03 24/14 � \STANDBY GENERATOR DATASHEETS A6.1 SCALE: NONE W W J' atil 0 U �S y o UCD Pj-3t_- ffig 4- zg Ul 1 o Illllillllll tj p6IIIJ+Iii� _1 ul.a.d .t�mll I`�X � � is �� VIII] VI V W c •• z III E I � SII. rn E r oN"". �11111� ❑ d F P Illw, lull Y t IIIIw� a�a a� alulllml y ` c N to o III 1 2 3 ;n N I9111 L. l zS -II II au� ri 01 S �Of if �F 1a1a11 U W f� o� Revisions: Q -- Q Q -- Q -- File: 162.1353-161 dw Drawn By: AME Checked By: TsT Scale: As NOTED Date: 10/06/2015 Job No. 162.1353 + 1 L V) N W LLJ Lf� V) Q U M U � U Q O ZQ W U O USCU) Q � � � W 0 (M C) Z w C0 0 UJ UJ m 0 Z Q V/ LiJ J Lit 2 LV0 Revisions: Q -- Q Q -- Q -- File: 162.1353-161 dw Drawn By: AME Checked By: TsT Scale: As NOTED Date: 10/06/2015 Job No. 162.1353 + 1 L GENERATOR ATTACHMENT DETAIL SCALE: NO SCALE GENERATOR TANK STRUCTURE TYPICAL ANCHORAGE: 1/2" x 3-1/4" EMBEDMENT, HILTI KB -TZ EXPANSION ANCHORS (TYPICAL @ 8 LOCATIONS) CONCRETE SLAB SIGNS POSTED EACH ennnneni 1 rernr nr 10" _.. D I E S E L FLIRE- 1, NO DING N FLAMES O OPE 10"X14" ALUMINUM NO SMOKING SIGN NFPA 704 DIAMOND TO BE MOUNTED TO ALL SIDES OF GENERATOR 4 GENERATOR SAFETY SIGNAGE A6.2 SCALE: NONE RED BACKGROUND YELLOW BACKGROUND 3" HIGH LETTERING MIN. WHITE BACKGROUND BLUE BACKGROUND 1 OJ7500B AIP FILTE P L. AAP PF. ;TPICTIGtiN 1iJ,iI; �TDc� EtIGINE Ei..00K #4EATEP LTFTI NG, rRACVE'TS 40 k 59 SLOT (A PLICES) TYP DASHED LINE INDICATES EDGE OF GENERATOR TANK FRAME DASHED LINE INDICATES APPROXIMATE STUB UP AREA ADJACENT TO FUEL TANK #2 CU. SOLID GROUND WIRE - PROVIDE 48" EXPOSED ABOVE TOP OF SLAB SET COUPLINGS FLUSH WITH TOP OF SLAB PROPOSED CONCRETE SLAB SCHED Al) PVC CONDUITS ROUTE TO SERVICE GROUND SECTION @ CONDUIT STUB UP SCALE: 1" = V-0" R4�, [R18.;"1 8441 [R17.4-] - NONNLATCHINO DOOR LATCHING DOOR (1 PLACE) (2 PLACES) 4. `! FUEL FILL `--^- FOWL LEVML SEE STUB -UP :AREA DETAIL \r,-. W h FUEL VENTS 437 X 945 (W X H) 880 X 945 ('W X H) [17.2 X 37.2] / [36 6 x 37,21 BOLI-ONN PANEL BOLI' -014 PANJEL 2234. [88w] OVE P ALL HEIGHT 1168 [46"] (3.5"] 25 [28'.6 80 (3.2"] TYP . 0 c [4.4`] o-0 LOW VOLTAGE STUCK-UP AREA r C# CrN `fJ W_W) CV 194 P START N 411. i -I. I PE RUN IN CONNI' 4JIT Y,!T-4 AC WRING, 10" _.. D I E S E L FLIRE- 1, NO DING N FLAMES O OPE 10"X14" ALUMINUM NO SMOKING SIGN NFPA 704 DIAMOND TO BE MOUNTED TO ALL SIDES OF GENERATOR 4 GENERATOR SAFETY SIGNAGE A6.2 SCALE: NONE RED BACKGROUND YELLOW BACKGROUND 3" HIGH LETTERING MIN. WHITE BACKGROUND BLUE BACKGROUND 1 OJ7500B AIP FILTE P L. AAP PF. ;TPICTIGtiN 1iJ,iI; �TDc� EtIGINE Ei..00K #4EATEP LTFTI NG, rRACVE'TS 40 k 59 SLOT (A PLICES) TYP DASHED LINE INDICATES EDGE OF GENERATOR TANK FRAME DASHED LINE INDICATES APPROXIMATE STUB UP AREA ADJACENT TO FUEL TANK #2 CU. SOLID GROUND WIRE - PROVIDE 48" EXPOSED ABOVE TOP OF SLAB SET COUPLINGS FLUSH WITH TOP OF SLAB PROPOSED CONCRETE SLAB SCHED Al) PVC CONDUITS ROUTE TO SERVICE GROUND SECTION @ CONDUIT STUB UP SCALE: 1" = V-0" R4�, [R18.;"1 8441 [R17.4-] - NONNLATCHINO DOOR LATCHING DOOR (1 PLACE) (2 PLACES) 4. `! FUEL FILL `--^- FOWL LEVML SEE STUB -UP :AREA DETAIL \r,-. W h FUEL VENTS 437 X 945 (W X H) 880 X 945 ('W X H) [17.2 X 37.2] / [36 6 x 37,21 BOLI-ONN PANEL BOLI' -014 PANJEL 2234. [88w] OVE P ALL HEIGHT 421 25 0,. 422(4.71 1168 [46"] (3.5"] 25 [28'.6 80 (3.2"] TYP . (BY OTi4i:Rs) c [4.4`] LOW VOLTAGE STUCK-UP AREA r C# CrN `fJ W_W) CV 194 P START N 411. i -I. I PE RUN IN CONNI' 4JIT Y,!T-4 AC WRING, (SEE: NOTE'S) MOUNTING1MOUNTING"1C;LES LOW VOLTAGE COSTO? 570 :(4"�» PLACES) CONNIECT01 BOX J �i � w- [27.,4"']--�' .--11Q [4_ff"] < U T)T° TYF' r 11168 (46"] PloyOPEN!N 1 CENTER OF GRA'A!Y FPIVARY HIE"ti VOLTAGE-/5TU9-UP UU `...`TAN; LE*GT"i k LEFT SIDE ViE1V (NOTE 7) 0 ZQ 421 25 0,. 422(4.71 #r�SiE.°°=E. BASE (3.5"] i) _AC LOAD LEAD CONDUIT APPA, 80 (3.2"] 11% . (BY OTi4i:Rs) c [4.4`] LOW VOLTAGE STUCK-UP AREA 1) TRAIISFEP SOTCH,/ C# CrN `fJ W_W) CV 194 P START N 411. i -I. I PE RUN IN CONNI' 4JIT Y,!T-4 AC WRING, (SEE: NOTE'S) , LOW VOLTAGE COSTO? z CONNIECT01 BOX J �i � (NO -,E 8) < U PRIMARY CS CONIECTIVJ r CN) 384 777 (15.1] [30.6'] PloyOPEN!N 1 e TANS FPIVARY HIE"ti VOLTAGE-/5TU9-UP UU STUB -UFS' AREA NMT1i GLAND PLATE � _ k AREA (NOTE 7) 0 ZQ F_ LOVI VOLTAOF' o z STUB -Ur AP - 5A • E- DESCR1FT10'N #r�SiE.°°=E. BASE I iIGH VOLTAGE STUD -IJP AREA i) _AC LOAD LEAD CONDUIT APPA, 2) 120/2111 VAC FROM UTIL1ry . (BY OTi4i:Rs) .. (GLAND PLATE INCLUDED) LOW VOLTAGE STUCK-UP AREA 1) TRAIISFEP SOTCH,/ CC+MMUN>NICATIOIN CONIGUr'FS. . CV COMMUNICATIONS ANO 2-W;PE P START N 411. i -I. I PE RUN IN CONNI' 4JIT Y,!T-4 AC WRING, (SEE: NOTE'S) , DETAIL MOVED TO SHEET A6.3 (N;iOT"I t1) STtirL3-UF' A°'RE116ffAiiL VIENV (7 SCALE)_-^ .x--.43 [1 7.7-j 299' �.U: 2407 (94.8"] 2. 1 CONTROL PANEL INCLUGE'S ``BATTERY CHAPGE R WITH 'THREE PRONG CORD 7ANK STUD -USP OVERALL LENGTH 500IN' 120VAC ENGINNI: BLOCK HEATER WSTH THREE PRONG CORD. `1G5 (38"] APEA (NOTES,gC 3. .t2 VOLT NEGATIVE GROUND SYSTEM, OVERALL 1M DTH j AIR INTAKE TYfi� EACH SIDE (NOTES'9 �r 11) 4. GENEFRATOR MUST BE GROUNDED. ANDREAR (NOTE 10) 5. CENTER OF GRAVITY &'W'EIG`HT MAY SHIFT SLIGHTLY DUE TO UNIT OPTIONS. / STUB -UPS: BASE TANK REOUIPE'S ALL STUB-1_#PS TO BE Irl THE: REAR 1 .'TAN!/ STUB -UP AREA, II CDNNTPn.. F'xN,uFI. ;. f+GH VOLTAGE: STU13-UP AREA INCLUDES THE: AC LOAD LEAD CONNECTION 11 (NNOTE. is 4 RE R, �. N, LOW VOLTAGE 014"TCt�EFI � � -. ,w, AND THE 120/240V N EC O THE NI` UTIRAI° eo'"'NN�E�CTIC# CONNECTION Box `mow 8. CONNECTION POINTS FOR CONTROL W E5. BOTTOM OF LOW VOLTAGE <rNOTF 8) 3 4" CCI'JtMICONNECTION � KNOCKOUTS FOR 1/2 ANO `� CUSTOMER4"ON T FITTINGS, ,I HAS 15Fa1 MAIN LINE CIRCUIT DISCHAPGE 9. M. UST 'ALLY EE FLOW OF DISCHARGEAIR AND EXHAUST, SEE SPEC _ DUCT SHEET FOP MINIMUM AIR FLOW AND IJAXIMIUM PE'STTRICTION I rOIJIRrM.�EN TS.` t,r.� AKrP (MLC?3ti (NOTE 15) 10. $JUST ALLOW FREE FLOW OF IrNTAVE AIR. SEE 'SPFC SHEET" FOR MINIMUM AIR FLOW FLOW ANG MAYIM�IUM RE=STRICTION REOUIPEMENNTS. 1 I H "�GLIASE.., 11. GENNE:RATOR MUST BE INSTALLED SUCH THAT FRESH COOLING AJR CONNECTION BOK ...._- "�.•,, 15 AVAILABLE ANC? THAT DISCHARGE AIR FROM THE r~1ACiIAT�'�F� (NOTES a l ° . IS NOT PEC"IPC'IILATED, 12. IT IS THE: RESPONSIBILITYOF THE INSTALLATION TECHNICIAN) TO ENSURE:' • 1287, •' THAT THE GEN-iERATOR,INSTALL'ATION COMPLIES WITH ALL APPLICABLE j50.5"]' '+ %COOLANT CODES. S7ANGARDS,' AND REGULATIONS. . MlCE1 i. - OVERFLOW' 13. 132 GALLC0,I USEABLE CAPACITY BASETArNK IS INCLUDED WITH GENEPATOR. a .... .. a..,.• FILTER 1A, 111%sIT 115 SH#F'F�E0 WITH FUEL SUPPLY AND RETURN) LINE'S DISCONNECTED 1221 [So �I ] O1L DONE r .. , , "` , +� AN PLUGGED BETWEEN ENGINE AND FUEL TANK. THIS HAS BEEN DONE LOW VOLTAOE TANK ,�► r+�, i e i ``OtL D RAIN�M ' FACILITATE PRESSURE TESTING OF THE TANK Ira! THE FIELD. STUP_Vp A +" t s TO t' r 'Tq.II3--U i; °. . + NPT) FOR R INNFORM:IATIO N REGARDING CONNECTING THE FUEL SUPPLY AND 6GO [ 1s ] A i I i I A+ T 'STIIIG II, REA •i+ , , ^ RETURN LIMES PRIOR TO START UP, SEE THE FUEL T % FIELD E� TA:,K I�IEIFttT tr r M M f BATTERY r f �" F'ROCE:OtMRE (C�E:.�t}S2) St3F'F�I.IE"IT IN THE_.. TANK LOOSE VENTS KIT, t;HICN '1S 1(IN1 eo) SHIPPED WTH THIS 'GENERATOR. \FUEL 15. SEE DRAWING: 0C385O FOR DISCHARGE DUCT REMOVAL, REMOVAL OF - j SEPARATOR DUCT WILL PROVIDE: ACCESS TO MUFFLER FOR SERVICING, I (..''' 818 (32.._._....� -•-639 *+.1'] TYi�--)•�-18,5 [0.7-] r A#�A#I'�" &.._... i a, �4 �A TYr ..LE` S TO � RIGHT -SIDE \tilr4J !A?[jC,.iT DATA- (INCLUDES EMPTY FUEL TANNY) 8?634.5 SOIT04A Of' GEN�NFr1RATOFR: 1315 KG (2' 05 LBS) [ ]----- CO NNECTIC141 VOX (S ?F?mrl WITH DC*RS IRE OVSD) �GEi�NERATOR WITH %`000EN SNIPPING SKID: 137'1 KO (3)35 LSS) j Y'�s �R p TANK 1h1CTH ....•" , , I ti-. 0C U. 11 1 REARVIEW UNITS mm (INCHES] I p_3LP_D11P ( D VIZ33x S`�t" N W,' PDWCN VISItrit CV�4 tHE COP'Y'WAHT W TH:N' ' 'PAVING Amy pt1C r 011 a �r.�(Cp VHIC rIICKE � It M SU F" frD vt Kc INSTALL S D 0 3 0 Tei C0*C5S 1,rPITrEN (014:tl+T Or GtftPAt r wr_r t STEHi. Gf.Nl,`ss�e,„. P�tv�F S+tSt�iw, 2i47 � � DIESEL '"'�„� * IE EL 2,4 I P.01 BOX 8 � WA JKESHA, W'IS. 5.1137 FILE SIZE G:NAOJ/500,L�� B LA Y0 SSM FIRST I =�0us;� � %1 0 INSTALLATION D DWG NO. REV AT /14 OJ7500B, C � ISSUE � E O�,�l K'1 STANDBY GENERATOR INSTALLATION DETAIL A6.2 SCALE: NONE 0 'oEU AR T StcC'l+ �tn No. C-28021 Exp. 08-17 CF CA1_\ � Not valid unless signed in ink by licensee. Revisions: Q File: 162.1353-A62.dwg Drawn By: AME Checked By: TST Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 71 V) _J Q CV 0 CJS L0 z rn < U _0 ~ CN) g UU Q Z 0 ZQ F_ z v • E- LLJ LC) LTJ ct O � � a) Ld J Z W w C "^J V m 0 Z LJ V) J 171 W m=jN 0 'oEU AR T StcC'l+ �tn No. C-28021 Exp. 08-17 CF CA1_\ � Not valid unless signed in ink by licensee. Revisions: Q File: 162.1353-A62.dwg Drawn By: AME Checked By: TST Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 71 NOT USED SCALE: NONE NOT USED SCALE: NONE SCALE: NONE 0 E —O .3" 26.8" 1 "0 C. (120V HTR & CHRGR) — 1 "0 C. (START CONTROL) — 1 no C. (ALARM) — O O O 49.2" 71.7" 4 1663 [65.5] - 1420 [55.9] 1245 [49.0] o 0 0 0 711 `---- [28.0] O o TYP 391 [15.4] o 0 TYP 161 [6.31--' 395 [15.6] i 3 TYP 745 [29.3] 1125 [44.3] 1588 [62.5] — 110 [4 5 20 rJ NOTE: TEMPORARILY SEAL TOP OF CONDUITS 1» WITH TAPE OR OTHER METHOD TO KEEP 0'2L INSIDE AREA CLEAN 71" 1"0 C. (TELCO) 42" e el - 3"0 C. (POWER) �I(V . #2 CU. SOLID GROUND WIRE TO UFER GROUND — PROVIDE 48" EXPOSED ABOVE TOP OF SLAB TYPICAL ANCHORAGE: 1/2" x 3-1/4" EMBEDMENT, HILTI KB—TZ EXPANSION ANCHORS (TYPICAL ® 8 LOCATIONS) NU -&S s_Tr_ti_- 3 CONDUIT STUB—UP & ANCHORAGE DETAIL A6.3 SCALE: 1 " = 1'-0" l 3 SH 1/1 REV A 16.7 [0.66] TYP (16 PLACES) 6 TOP AND BOTTOM "0 8 777 [30.6] STUB -UP 389 AREA [15.3] 50 [2.0] 299 [11J STUB -UP AREA DRAWING CREATED FROM PROIENGINEER 3D FILE. ECO MODIFICATION TO BE APPLIED TO SOLID MODEL ONLY. —REMOVEABLE STUB -UP COVE TALLATIO DRA 4 1 3 =R 19 [0 I•*---- 876 [34.5] -----1 STUB -UP COVER REMOVED IN THIS VIEW FOR CLARITY /1r►IrP1Ar^r'l rrr GENERATOR FUEL TANK ATTACHMENT DETAIL SCALE: 1/2" = 1'-0" OJ81730ST03 J 1 I/N DESCRIPTION FUNCTION 795 [210] 1 3/8" NPT COUPLING FUEL SUPPLY g� s o0 i5 2" NPT WELD FLANGE FUEL FILL 3 FUEL LEVEL GAUGE ELECTRONIC SENDER/VISUAL GAUL 8.0] 4 3/8" NPT COUPLING FUEL RETURN �o z 0 5 2" NPT WELD FLANGE NORMAL VENT 6 3" NPT WELD FLANGE INNER TANK EMERGENCY VENT i 112" NPT HALF COUPLING L— .3J sao [26.8]—►� I 3" NPT STREET ELBOW 1250 [49.2]--►I o -40 1820 [71.7 1/2" NPT HALF COUPLING 1930 f76.01 DRAWING CREATED FROM PROIENGINEER 3D FILE. ECO MODIFICATION TO BE APPLIED TO SOLID MODEL ONLY. —REMOVEABLE STUB -UP COVE TALLATIO DRA 4 1 3 =R 19 [0 I•*---- 876 [34.5] -----1 STUB -UP COVER REMOVED IN THIS VIEW FOR CLARITY /1r►IrP1Ar^r'l rrr GENERATOR FUEL TANK ATTACHMENT DETAIL SCALE: 1/2" = 1'-0" TANK P/N OJ81730ST03 J 1 I/N DESCRIPTION FUNCTION 795 [210] 1 3/8" NPT COUPLING FUEL SUPPLY g� s o0 2 2" NPT WELD FLANGE FUEL FILL 3 FUEL LEVEL GAUGE ELECTRONIC SENDER/VISUAL GAUL a 4 3/8" NPT COUPLING FUEL RETURN �o z 0 5 2" NPT WELD FLANGE NORMAL VENT 6 3" NPT WELD FLANGE INNER TANK EMERGENCY VENT 7 112" NPT HALF COUPLING OUTER TANK LEAK DETECTOR 8 3" NPT STREET ELBOW OUTER TANK EMERGENCY VENT o 9 1/2" NPT HALF COUPLING FLUID BASIN ALARM � CL Illl''^Q g TANK P/N OJ81730ST03 J TOTAL CAPACITY 825 [218] USABLE CAPACITY 795 [210] DRY WEIGHT 448 [988] CAPACITY: LITER (GALLONS) WEIGHT: KILOGRAMS (POUNDS) DIMENSIONS: MM (INCH) UL #142 LISTED - ,� Q_Z_\ PERMIT # N BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE `� 7 - 0 GENErsAff TITLE INSTALL BASETANK A -GRP 210 GAL WITH FLUID CONTAINMENT GENEP.AC POWER SYSTEMS OWNS THE COPYRIGHT OF THIS DRAWING WHICH IS SUPPLIED IN CONFIDENCE AND MUST NOT BE USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS SUPPLIED WITHOUT THE EXPRESS WRITTEN CONSENT OF GENERAC POWER SYSTEMS. cGENERACPOWER SYSTEMS 2012 ISSUE DATE: ELECTRONICALLY APPROVED SIZE CAGE NO DWG NO REV u Im (Kij INSIDE WINDCHILL Q N/A OJ8971 LIFECYCLE STATE: Production Released SCALE 0.06 WT -KG 0.00 ISHEET 1 of 1 2 1 U.L. 142 CERTIFIED, 210 GALLON TANK DETAIL 6 3 CAL : N N BOLTS, 'ER EEN W J Ws F— J�g, N C a 0 O U g� s o0 CD w Y cv Q a ~ U I� Z� �o z 0 n Q ¢ �IIiII� L 0 Q u°IVIIIJ m°' m �Z o IIly .0 � � CL Illl''^Q N � ao�DiLA V10l o _CLQ 3 Ln ireN14 2s ViIIiII°m ai Ol S MM = L0 O N oO m O � o \G��gED A �tP No. C-28021 Exp. 08-17 GF C Not valid unless signed in Ink by licensee. Revisions: 0 -- D -- File: 16271353-A61.dwg Drawn: xxx Checke: TST Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 J F— W 0 Y cv Q rn rn ~ Q ¢ Z c:) z z ¢ c:) � � U = L0 O N oO m O � W CO) ILL. w w a: W U N ■� Lij J J � :z; Liw U) mmi \G��gED A �tP No. C-28021 Exp. 08-17 GF C Not valid unless signed in Ink by licensee. Revisions: 0 -- D -- File: 16271353-A61.dwg Drawn: xxx Checke: TST Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 .. I i S E I S M I C D E S I G N C R I T E R I A A N D OVERTU RN ING C A L C U LAT IO N S S T R U C T U R A L N O T E S GENERAL STRUCTURAL NOTES �/yl��' MST Architects, Inc. MST Architects, Inc. 1. ALL NEW WORK SHALL BE IN CONFORMANCE WITH THE 2013 CALIFORNIA BUILDING �Y1�J 1520 River Park Drive River Design Maps Summar Report ark Drive ARCHITECTS � SacrOamentaPCA95815 9 P Y P Sacramento, CA 95815 CODE, CBC, TIT LE 24, PART 2 j ARCHITECTS User -Specified Input 2. FOUNDATION DESIGN PRESSURES PER CHAPTER 18A OF CBC: --�� Report Title Forest Ranch � --�- DL + LL = 1,500 PSF Wed August 12, 2015 00:13:28 UTC Project Name; Forest Ranch 39.887 latitude Forest Ranch 39.887 latitude DL + LL + LATERAL = 2,000 PSF Project Name. 3. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED NATIVE SOILS OR ENGINEERED FILL 4955 Schott Road -121.665 longitude 4955 Schott Road -121.665 longitude Building Code Reference Document ASCE 7-10 Standard Forest Ranch, CA 95942 Forest Ranch, CA 95942 AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH (which utilizes USGS hazard data available in 200} Site Coordinates 39.887°N, 121.665°N1 7�a: ht aOkEv �e�A373o Ik�s � Equipment Data: ht _ 2274 lbs CHAPTER 18 OF THE 2013 CBC Equipment Dat< aaV Potanr nllnt • ' Site Soil Classification Site Class D -'"Stiff soil g 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON Length, L = 7.92 ft COG, x = 3.96 ft 4 Anchors/length Length, L = 2.50 ft COG, x = 1.25 ft 2 Anchors/length Risk Category I/II/lII Width, b = 3.17 ft COG, y - _ 1.58 ft 2 Anchors/width Width, b = 2.50 ft COG, y = 1.25 ft 2 Anchors/width THE JOB 5uuo�, " `, r > s Height, h = 7.25 ft COG, z = 3.63 ft 8 Total Anchors Height, n = e.00 ft COG, = 3.00 ft 4 Total Ant ors 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT WHERE A CONFLICT OCCURS ON ANY OF 1 41 2013 CBC /ASCE 7-10, Chapter 26, Wind Loads 2.013 CBC ASCE 7-10, Chapter 26, Wind Loads THE CONTRACT DRAWINGS OR DOCUMENTS. CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE STRUCTURE THAT IS IN CONFLICT (eq. 27.3-I) qz = 0.00256KzhztKdV2 Kz = 0.85 (table 27.3 1) K, = Q.85 (table 27.3 1) (eq. 27.3-1) qz = 0.00256KzKzrKdV2 UNTIL CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES K = 1.00 sett. X6.8.2) K,r = 1.00 (sect. 26.8.2) qr = 19.58 Kd = 0.90 (table 2.6.6-1) qz = 19.58 Kd = 0.90 (table 26.6-1) CONCRETE NOTES V = 100.00 (fi 26.5-1) g V = 100.00 (fig. 26.5-1) r 1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI -318. (eq. 29.5.1) F = gzGCtAf qz 19.58 {eq, 27.3 1) z = 19.58 (eq. 27.3-1) (eq.29.51) F = gzGCrAr = 0.85 (sect. 26.9. 1) 2. CONCRETE FOR SHELTER FOUNDATIONS, EQUIPMENT & GENERATOR SLABS: G = 0.85 (sect. 26.9.1) ' F = 1242.06 # c, 1.30 (fig. 2.5.1) F = 324.60 # Cr = 1.30 (fig. 29.5-1} MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A 4" t N i r r: i t, a"'� A r = 57.40 _ Ar 15.00 MAXIMUM SLUMP. I� A a 201 � �,,,, a,. ": 3 CBCT SCE 7-10 Chapter .ter 1.. Seismic Design p Des g Requirements for Nonstructural Components 2013 CB . _ p C l ASCE 7-10, Chapter 13, Seismic Design Requirements for Nonstructural Components 3. CONCRETE FOR FENCE POSTS H -FRAME POSTS STOOPS &MISC: map, 'St r - f ,.2015Map0uestSamtdaia2D1S'4p etih+ii��tst (q• 13.3 1) FP _ 0.4a, S,,,, (l+ztz/h)) Site Class - ��(ta111e20.3-1) 0.4a s�,sty� Site Class = (table 2o.31) MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS WITH A 4" Fa = 1.00 (earthquake.usgs.gov) (eq. 13.3 1) FP = (R //) (1+2{zlh}) Fa = 1.00 (earthquake.usgs.gov) MAXIMUM SLUMP. USGS-Provided output***Fpnot regruredtobegreater than: n Ss = 0.644 (earthquake,usgs.gov)***Fpnot required tobegreater than: � SS 0.644 (earthquake.usgs.gov) 4. REFER TO TOWER DESIGNER FOUNDATION DRAWINGS FOR CONCRETE SPECIFICATIONS SS = 0.644 g SMx = 0.827 g S°s = 0.552 g (eq. 13.3-2) Fr = 1.6Sos lP i� ShPs= Fa Ss = 0.64 (eq. 11.4-1) S,1f;= Fa Ss = 0,64 (eq. 11.4-1) FOR TOWER FOUNDATIONS (eq, 13.3-2) Fa = 1.6S,,,6 /P fV P so" = 0.43 (eq. 11.4-3) Sos = 0.43 (eq. 11.4-3) 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. S1 = 0.265 g SF,1 = 0.496 g So} = 0.331 g *'* Fp shall not be taken as less than: AP = 1.0 (table 13.6-1) ' ** Fp shall not be taken as less than: A,, = 1.0 (table 13.6-1) For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and (eq. 13.3-3) F, - 0.35 / w RP = 2,5 (table 13.6-1) RP = 2.5 (table 13.6-1) 6. LAP ALL REINFORCING 40 BAR DIAMETERS (24" MINIMUM) UNLESS NOTED OTHERWISE P ( 9 ) _ - ers P P (eq. 13.3-3) FP = 0.3Sos IPYVP /P = 1.5 (sect. 13.1.3) / I.5' (sect. 13.1.3) deterministic ground motions in the direction of maximum horizontal response, please return to the application and P = ON DRAWINGS. select the "2009 NEHRP" building code reference document. i WP = 3230.00 (data above) wP = 2274.00 (data above) 7, MAINTAIN MINIMUM 3" COVER AT ALL REINFORCING STEEL UNLESS NOTED OTHERWISE. Calculated Values: z = 1.00 Calculated Values:1 1,00 MCEw Response Spectrum Design Response Spectrum (eq. 13.3-1) FP = 998.5 # h = 1.00 (eq. 13.3-1) FP = 702.9 # h = 1.00 0.53 (eq. 13.3-2) FP = 3328.2 # (eq. 13.3-2) FP 2343.1 # 0.90 0.sn (eq. 13.3-3) FP = 624.0 # Use FP = 998.46 # (eq. 13.3-3) Fr = 439.3 # Use F STEEL NOTES 0.e1 o.s� P = 702.94 # 0.ta o. as Calculate Anchor Forces: (wind Governs) Calculate Anchor Forces: (seismic Governs) 1. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM WITH THE AISC 0.63 0.az Case #1 along Length, L Case #2 along Width, b Case #1 along Length, L Case 02 along Width, b SPECIFICATIONS AND THE 2013 CBC Q 0.54 a o..36 F,� = 1242.06 lb FP = 1242.06 Ib FP = 702,94 lb I FP = 702.94 lb 0.is v, 0.a0 Mor = 4502 ft/lbs Mor = 4502 ft/lbs Mar = 2109 ft/lbs Mor = 2109 ft/lbs 2. MATERIALS: 0•as 0.zi M, = 12785 ft/lbs; M, = 5114 f'Jlbs M, = 2843 ftllbs M, = 2843 ft/lbs W SHAPES ASTM A-992, GRADE 50 o.- T P, _ -70Q4 Ib Tin, = -loo Ib Tnet = _449 lb T,,,, = _449 lb C SHAPES, L SHAPES & PLATES ASTM A-36 0.1a 0.1z j Ta„. = -3502 Ib Ta���s. _ -25 Ib TanCh�. _ -225 lb T n� _ _225 lb RECTANGULAR HSS ASTM A-500, GRADE B 0,09 ° °� ii PIPES ASTM A-53 GRADE B 0.00 0.00 Anchorage irto concrete slab: Anchorage into concrete stab: ' °° 0.20 0.yO ° Co 0,90 1,00 1.20 1.30 1.60 1.90 2,00 0,00 D.20 MAO °.Eu 0 E_' Loo 1.20 1 {ro 1.ro 1 MACHINE BOLTS & U -BOLTS ASTM A-307 GRADE A Period, T (sec) Period,. T (sec) 4I USE HILT[ KB -TZ STAINLESS STEEL A.B., 1/2' dia X 3.25' embedment, (1) PER ATTACHMENT POINT USE HILTI KB -TZ STAINLESS STEEL A.B., 1/2' dia X 3:25' embedment, (1) PER ATTACHMENT POINT HIGH STRENGTH BOLTS ASTM A-325, TYPE 1 t each bolt GF 23120 static tension, 2207# seismic tension per ES Report ESR -1917 each bolt GF 23129 static tension, 2207# seismic tension per ES Report ESR -1917 ANCHOR BOLTS ASTM F-1554, GRADE 36 For PGA, , TL, CRs, and CR1 values, please vlgw the detailed report. HEAVY HEX NUTS ASTM A563A i _- __._.....9...-.._._...__._____..alio p 9 Survey, we provide no v+arranty, expressed or�mrlied, m to the accur 6 of WASHERS ASTM F436 Although this information is a product of the U.S. Geological Sun✓ I the data contained therein. This tool is not a substitute for technical subject -ratter knowledge. HIGH STRENGTH THREADED ROD ASTM F-1554, GRADE 105 3. ALL JOINTS TO BE INSTALLED SNUG -TIGHT PER THE AISC/RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS 2009 EDITION SEISMIC DESIGN CRITERIA GENERATOR OVERTURNING -48V POWER PLANT OVERTURNING 4. USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED 5. HOLES FOR BOLTS SHALL BE SAME DIAMETER AS BOLT PLUS 1/16 " 6. WELDING SHALL CONFORM TO AWS D1.1 LATEST EDITION. USE E70XX SERIES ELECTRODES AS REQUIRED FOR INTENDED USE I 7. FINISHES: MST Architects, Inc. MST Architects, Inc. ALL EXTERIOR STEEL AND HARDWARE TO BE HOT DIP GALVANIZED PER THE MST 157.0 River Park Drive 0 MST 1520 River Park Drive Sacramento, CA 95815 Sacramento, GA 95815 FOLLOWING STANDARDS: ARCHITECTS ARCHITECTS -- -- - -- - - - - _- --_ - STRUCTURAL SHAPES ASTM A-123 Forest Ranch 39.887 latitude Forest Ranch 39,887 latitude HARDWARE &FASTENERS ASTM A-153 Project Name: Project Name: I, I 4955 Schott Road -121.665 longitude 4955 Schott Road -121.665 longitude Forest Ranch, GA 95942 Forest Rana, GA 95842 POST -INSTALLED CONCRETE ANCHORS: Equipment Data: LTE cab .:. " Equipment Data: _rr"scCa9�i~pt...,< Weight = 1118 lbs _- Weight = 375 lbs 1. UNLESS NOTED OTHERWISE, ALL POST -INSTALLED CONCRETE ANCHORS SHALL BE Length, L = 2.33 ft COG, x = 1.17 ft 2_ Anchors/length. Length, L = 2.00 ft COG, x = 1.00 ft 2 Anchors/length ' � » P� Width, b = 2.33 ft COG, y = 1.17 ft 2 Anchorsrwidth Width, b = 2.00 ft COG, y = 1.00 ft 2 Anchors/width HILTI KB -TZ STAINLESS STEEL. DIAMETER AND EMBEDMENT DEPTH AS SPECIFIED Height, h = 7.00 ft COG, z = 3.50 ft 4 Total Anchors Height, h = 6.50 ft COG, z = 3.25 ft 4 Total Anchors ON THE DRAWINGS 2013 CBC / ASCE 7-10, Chapter 26, wind Loads 2013 CBC / ASCE 7-10, Chapter 26, Wind Loads 2. INSTALL ANCHORS PER MANUFACTURER'S PUBLISHED INSTRUCTIONS AND IN ACCORDANCE WITH ICC -ES REPORT ESR -1917 (eq. 27.3-1) qz = 0.00256KzKztKdV2 K, = 0.85 (table 27'3'1) (eq. 27.3-1) qz = 0.00256KzKzrKdV2 K, = o.x5 (table 27'3'1) 3. PERIODIC SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH 2013 CBC K„ = l.c� (s�cc.' 26'8.2) Kn = 1,00 (sect. 26.8.2) SECTION 1705.1.1 AND TABLE 1705.3, ITEM 4. qz = 19.58 K,; _ 0.90 (table 26,6-1) qz = 19.58 Ka = 0,90 (table 26.6-1) V = C 10O O0 (fig. 26.5-1) V = 100.00 (fig. 26.5-1) z = 19.58 (e .27.3-1} - . 8 7 - z 195 e 3 .2 1 _ q q � - ( ) _ _ 9 q e .29.5-1 F rGCtAr � F= r r I' (q ) q (eq. 9 5 1) gzC'C A III G = 0,85 (sect. 26.9.1) G = 0.85 (sect. 26.9. 1) F = 353.46 # C. = 1.30 (fig. 29.5-1) F = 281.32 # C, _ 1.30 (fig. 29.5-1) A , = 16.33 A, = 13.00 2013 CBC / ASCE 7-10, Chapter 13, Seismic Design Requirements for Nonstructural Components 2013 CBC / ASCE 7-10, Chapter 13, Seismic Design Requirements for Nonstructural Components (eq. 13.3 1) F = 0.4a,oSa,W,, Site Class =©(table 20.3-1) - 0.4a,SosWz, Site Class = 0(table 20.3-1) P (1+2(zlhp - (eq. 13.3-1) FP _ (1+2(zlh)) (HP/lP) Fa = 1.00 (earthquake.usgs.gov) (RP//P) Fa = 1.00 (earthquake.usgs.gov) '**Fp not required to begreater than: St = 0.644 (earthquake.usgs.gov) `** Fp not required to be greater than: Ss = 0,644 (earthquake.usgs.gov) S,vs= Fe Ss = 0.64 (eq.;11.4-1) Srtas' Fa Ss = 0.64 (eq. 11.4-1) (eq. 13.3-2) Fp = 1.6Sos IP WP (eq. 13.3-2) Fl = 1.6S,,s lP WP SPS 0.43 (eq. 11.4-3) Sos = 0.43 (eq. 11.4-3) *** Fp shall not be taken as less than. At, = 1.0 (table 13.6-1) *** Fo shall not be taken as less than: AP = 1.0 (table 13.6-1) (eq. 13.3-x} F = 0.35 , / W RP = 2.5 (table 13,6-1) RP = 2.5 (table 13.6-1) P os P P l, = 1.5 (sect. 13.1.3). (eq. 13.3-3) FP = 0.3Sos lP ibP /P = 1.5 (sect. 13.1.3) I, twP = 1118.00 (data above) WP = 375.00 (data above) Calculated Values; z = 1.00 Calculated Values: z = 1.00 (eq. 13.3-1) FP = 345.6 # h = 1.00 (eq. 13.3-1) FP = 115.9 # h 1.00 F _ F e _ ( .13.3-2} 1152.0 # e . I3 .4 # .3 2 386 q P ( ) q v (eq. 13.3-3) FP = 216.0 # Use FP = 345.60 # (eq, 13.3-3) Fc = 72.5 # Use FP = 115.92 # Calculate Anchor Forces; (Wind Governs) Calculate Anchor Forces: (Wind Governs) _ Case #1 along Length, L Case 42 along Width, b Case #1 along length, L Case #2 along Width, b FP = 353.46 1b F,, = 3(53.46 lb FP = 281,32 Ib FP = 281.32 Ib Mor = 1237 ftllbs Misr = 1237 ft/lbs Mor = 914 ftllbs Mor = 914 ft/lbs Mr = 1304 fJ1bs 41, = 1304 ft/lbs M, = 375 ft/lbs Mr = 375 ftllbs Tent = 63 Ib T, ., = 63 Ib Tnnt = 577 Ib Ther = 577 Ib Tannnor = 32 Ib Tn7.nur, •= 32 Ib T"&', = 288 lb Tnnc&, = 288 Ib I Anchorage into concrete slab: Anchorage into concrete stab: USE HILTI KB -TZ STAINLESS STEEL A.B., 1/2' dia X 3.25' embedment, (1) PER ATTACHMENT POINT USE HIL -11 KB -TZ STAINLESS STEEL A.B., 1/2" dia X 3.25' embedment, (1) PER ATTACHMENT POINT �" x ¢ each bolt GF 2312# static tension, 2207# seismic tension per ES Report ESR -1917 each bolt GF 2312# static tension, 22079 seismic tension per ES Report ESR -1917 4 ; o�' � "��r- � U tl 4' G� CIVISION ' tIE.=AYI�YA. LTE CABINET OVERTURNING MISC CABINET OVERTURNING III I�I� I, �I WC6 p H = _i; Jy 10 U r� y o0 N W C N a �o �IpI to 0 I� I�'IIIIIi u i`n E I� III E 0L 1Glll m E H C �o o U �� �%♦ ��ruii > Ot V, o IPIkVIII' cc " 2 `�_ Ln 7 .-P 0, z 2�nI��tII�iIIII i���.11 � PuoIIIIIIuII li � � [IIiIIIIIIilllllllllllo W x F -Vo Revisions: Q -- Q -- Q -- Q -- File: 162.1351S10.dwg Drawn By: cTc Checked By: Tsr Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 V) J Q U CN rn Q L W o < Q U � U _ = C) Q U � V) w�nw W 1fLO r C)C"C) W W~ O J Z W J U w F- V) w V) Revisions: Q -- Q -- Q -- Q -- File: 162.1351S10.dwg Drawn By: cTc Checked By: Tsr Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 i N IN 18'-0" DDDDCD C) r-r 1 '11 O O �QCD0 W 0 Z Z o� o N �X-=� D D rn o ®rn r m o C (D W VJ C� �n 0 C CD ® z iy 0 _ cW+i Z O O FT, N C7 V! 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"c') U+ v a3 m a z M 70 D 0 ® O M TTI Z M N D O CID 70 0 0 N L4 w oV)C-)o�, DDDDCD =#:= -P- r-r cn v' O �QCD0 Z O CID D �X-=� D D (D W N �n 0- CD cW+i CV N � � N U+ v cin m a 00 I" 0 7 FOREST RANCH FSHEU 4955 SCHOTf ROAD r��n w�t�ess FOREST RANCH, CA 95942 LE: STRUCTURAL DETAILS U) D r M m M Z �7 Z7 Cn M O Z 3" CLR. 1—,8, '.'» _ LI CIDn M z � K m --n M -i 00 DDDDCD =#:= -P- r-r cn v' O Z O I D 00 I" 0 7 FOREST RANCH FSHEU 4955 SCHOTf ROAD r��n w�t�ess FOREST RANCH, CA 95942 LE: STRUCTURAL DETAILS U) D r M m M Z �7 Z7 Cn M O Z 3" CLR. 1—,8, '.'» _ LI CIDn M z � K m --n M -i 00 cu=UZ: O crn =#:= -P- r-r cn v' O Z O O D D D W M ST C 1520 River Park Drive, Sacramento, CA 95815 916-567-9630 COMPLETE www.MSTArchitects.com Wireless Consulting, Inc. FARCHffECT. CIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF IST ARCHITECTS, INC., WHETHER THE PROJECTS FOR WHICH THEY OR NOT.,THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR EIfM ON OTHER PROJECTS WITHOUT PRIOR WRITO CONSENT RIGHT, MST ARCHITECTS, INC. ALL RIGHTS RESERVED. E- PANEL CIRCUIT AND LOAD SCHEDULE FULL MODE DESIGNATION: PANEL"VERIZON" LOAD LOAD PER PHASE (VA) 3 "� +' J jo �? H © 0.M t� Q a r R. Uj Ci c_1 Q ?y � O ° f. ro G J u° LOAD PER PHASE (VA) LOAD PHASE PHASE A B UNIT VA QTY DESCRIPTION DESCRIPTION QTY UNIT VA A B 1 n 0 ❑ EU TVSS THWN Verify 12 1 20 7 1200 1200 1 MISC CAB 2 3 0 ❑ THWN Verify 12 1 20 ❑ 180 180 1 EXTERIOR GFCI RECEPTACLE 4 5 0 ❑ THWN Verify 12 1 20 ❑ 36 18 2 EXTERIOR LIGHTS 6 7 0 ❑ THWN Verify 12 1 20 ❑ 1500 1500 1 GENERATOR HEATER 8 9 0 ❑ THWN Verify 12 1 20 ❑ 240 240 1 GENERATOR CHARGER 10 11 0 ❑ THWN Verify 12 1 20 ❑ 180 180 1 TELCO PANEL 12 13 48V PLANT RECEPTACLE 1 180 180 ❑ 20 1 12 Verify THWN ❑ 0 14 15 48VPLANT RECT #1 1 1600 1600 21 20 2 10 Verify THWN THWN Verify 10 2 20 1600 1600 1 48VPLANTRECT MS 16 17 1 1600 1600 F1111600 1600 1 18 19 48V PLANT RECT #2 1 1600 1600 20 2 10 Verify THWN THWN Verify 10 2 20 ~ ❑ 1600 1604 1 48V PLANT RECT #6 20 21 1 1600 1600 mr7 a 1600 1600 1 22 23 48V PLANT RECT H3 1 1600 1600 20 2 10 Verify THWN THWN Verify 10 2 20 ❑ 1600 1600 1 48V PLANT RECT H7 24 25 1 1600 1600 I'll❑ 1600 1604 1 26 27 48V PLANT RECT #4 1 1600 1600 20 2 10 Verify THWN THWN Verify 10 2 20 ❑ 1600 1600 1 48V PLANT RECT #8 28 29 1 1600 1600 ❑ ® 1600 1600 1 30 Subtotal Continuous 6400 6400 7600 6400 1Subtotal Continuous 276 1860 Subtotal Non -Continuous Subtotal Non -Continuous 180 0 Voltage: 120/2401 ph 3w AIC: VERIFY WITH SERVICING UTILITY Total: KVA Continuous X 1.25 = 33.50 Bus: 200 amps Main: BREAKER Total KVA Non -Continuous= 2.32 Enclosure: NEMA 3ROutdoor Mount: Surface TOTAL KVA = 35.82 Total Amperage = 149.23 TO SERVICING UTILITY SERVICE METER & DISCONNECT: 200A, 120/24OV, 10, 3W, NEMA 3R, SURFACE -MOUNT, FIELD LOCATE ON EXISTING CUSTOMER OWNED POWER POLE 3� PANEL SCHEDULE E1.1 SCALE: NONE EXISTING CUSTOMER OWNED POWER POLE VERIFY LANDING LUGS WITH SERVICING UTILITY METER SOCKET, 4 -JAW RING MOUNT OR AS REQUIRED BY SERVICING UTILITY I I I) gEU FGN D 200/2P SERVICE DISCONNECT SERVICE POWER CONDUCTOR(S): 3" GRC C. W/(3) #3/0 THWN CU. & (1) #4 THWN CU. GND SERVICE GROUNDING CONDUCTOR: 1" GRC C. W/(1) #2 THWN CU. TO UFER GROUND SERVICING UTILITY PROVIDES, INSTALLS & CONNECTS CONDUCTORS SERVICE GROUND: 1/2" 0 X 8'-0" LONG COPPER CLAD GROUND ROD W/INSPECTION WELL NOTE: * THIS DIAGRAM IS BASED ON A 200A, 120/240V 10 SERVICE. * MINIMUM RATING FOR ALL SERVICE EQUIPMENT SHALL BE 10,000 AIC (TYPICAL). * ALL ABOVE GROUND CONDUITS SHALL BE GRS, UNDERGROUND CONDUITS SHALL BE SCHED. 40 PVC, PROVIDE WATER TIGHT COUPLINGS BELOW GRADE. al MAIN SERVICE DISCONNECT A UTILITY SUPPLY B 10, 3W FROM METER TN #4 MAIN BONDING JUMPER GROUNDING ELECTRODES ILC DISCONNECT MAIN SERVICE DISCONNECT AT SERVICE METER NEMA 3R ENCLOSURE A N 00 90 O 00 0 GND FULL MODE FULL MODE TVSS NSS `-H--r-rJ n NOTE: 1. THIS INSTALLATION SHALL BE COMPLIANT WITH NEC ARTICLE 250.32 (B) NEC AUTOMATIC TRANSFER SWITCH (ATS) I B N 0 0 0 0 0 0 0 GND 0000 000 INTEGRATED LOAD CENTER (ILC) NEMA 3R ENCLOSURE ATS GROUND BAR EQUIPMENT GROUND BAR EQUIPMENT GROUNDING CONDUCTOR EQUIPMENT GROUNDING CONDUCTOR -A� #2 AWG STRANDED INSULATED CU �� TO MASTER GROUND BAR 1 O 0 0010 0 0 0 I B MASTER GROUND BAR \ 0- #2 BARE SOLID TINNED CU TO N EXTERIOR GROUND RING __ 0 0 0 0 0 0 0 #2 AWG STRANDED INSULATED CU I 0 0 0 GND TO OTHER REQUIRED GROUNDS — — —� GENERATOR (NON -SEPARATELY DERIVED SYSTEM) 2 UTILITY SERVICE LAYOUT E1.1 SCALE: NONE NOTE: MINIMUM RATING FOR ALL SERVICE EQUIPMENT SHALL BE 10,000 AIC (TYPICAL) SEE PANEL SCHEDULE THIS SHEET 3" GRC C. W/(3) #3/0 THWN CU. & (1) #4 THWN CU. GND SECONDARY SERVICE LATERAL: GENERAL CONTRACTOR PROVIDES TRENCHING, SCHED 40 PVC CONDUIT, PULLBOXES (AS REQ'D) & BACKFILL PER SERVICING UTILITY REQUIREMENTS GROUNDING CONDUCTOR. / T 1 " GRC C. W/(1) #2 THWN CU. TO SERVICE GROUND #2 THWN CU TO GND HALO © EQUIPMENT SLAB OTE: ALL ABOVE GROUND CONDUITS SHALL BE GR( NDERGROUND CONDUITS SHALL BE SCHED. 40 PV( PROVIDE WATER TIGHT COUPLINGS BELOW GRADE DISTRIBUTION PANEL: 200A, 120/24OV, 1 PH, 3W NEMA 3K SURFACE MOUNT, WITH INTEGRATED TVSS, 2P AUTOMATIC TRANSFER SWITCH & ELECTRICAL DISTRIBUTION SECTION GENERATOR OUTPUT CIRCUIT BREAKER GENERATOR NEUTRAL BAR #2 AWG STRANDED INSULATED CU TO SERVICE GROUND � I STANDBY GENERATOR: GENERAL SYSTEMS 120/240V, 10, 3W, 30KW LOCA ED ONINDISCONNECT I I 200/2P MAIN DISCONNECT LOCATED ON GEN CHASSIS I m GND 1" GRC C. W/(4) #12 THHN CU. (HTR CIRCUITS) 1" GRC C. W/(2) #14 THHN CU. (START CONTROL) 1 " GRS C. W/(1) #22 CAT 5 TO TELCO PANEL (ALARM) GENERATOR POWER CONDUCTOR(S): 3" GRS C. W/(3) #3/0 THWN CU. & (1) #4 THWN CU. GND ELECTRICAL ONE -LINE DIAGRAM SCALE: 1/4" = 1'-0" GROUNDING CONDUCTOR: 1 " GRC C. W/(1) #2 THWN CU. TO SERVICE GROUND T #2 THWN CU TO GND HALO ® GENERATOR SLAB couj'�"J"y W g J y C o �. Ey� U CD _E Z Ln 00 0 ILII �� o pll' Ilill�ll Ln 0, W41 m c �IIIIC � Illililll � ii n y illi, m E u vi Y � � O i aiY ,w ko z ^ �� V, 01, LA = IIIII,I m 3 ill I I II �� IIII VIII i I u llll�lil,l. III�IVw �_� 0�8 W rn Ln o 0) C) U J_ _ = Q z � z Q O ¢ p � U � J U) Ln w 0 O (m O �-- U 0) J J W W it • �+s w J w E E3-E 11. d w g : AME B : TSTNOTED 6/2015 Job No. 162.1353 1161 Al )200/2 00/2P( n n n n � n n n n � n n EU TVSS GND GROUNDING CONDUCTOR. / T 1 " GRC C. W/(1) #2 THWN CU. TO SERVICE GROUND #2 THWN CU TO GND HALO © EQUIPMENT SLAB OTE: ALL ABOVE GROUND CONDUITS SHALL BE GR( NDERGROUND CONDUITS SHALL BE SCHED. 40 PV( PROVIDE WATER TIGHT COUPLINGS BELOW GRADE DISTRIBUTION PANEL: 200A, 120/24OV, 1 PH, 3W NEMA 3K SURFACE MOUNT, WITH INTEGRATED TVSS, 2P AUTOMATIC TRANSFER SWITCH & ELECTRICAL DISTRIBUTION SECTION GENERATOR OUTPUT CIRCUIT BREAKER GENERATOR NEUTRAL BAR #2 AWG STRANDED INSULATED CU TO SERVICE GROUND � I STANDBY GENERATOR: GENERAL SYSTEMS 120/240V, 10, 3W, 30KW LOCA ED ONINDISCONNECT I I 200/2P MAIN DISCONNECT LOCATED ON GEN CHASSIS I m GND 1" GRC C. W/(4) #12 THHN CU. (HTR CIRCUITS) 1" GRC C. W/(2) #14 THHN CU. (START CONTROL) 1 " GRS C. W/(1) #22 CAT 5 TO TELCO PANEL (ALARM) GENERATOR POWER CONDUCTOR(S): 3" GRS C. W/(3) #3/0 THWN CU. & (1) #4 THWN CU. GND ELECTRICAL ONE -LINE DIAGRAM SCALE: 1/4" = 1'-0" GROUNDING CONDUCTOR: 1 " GRC C. W/(1) #2 THWN CU. TO SERVICE GROUND T #2 THWN CU TO GND HALO ® GENERATOR SLAB couj'�"J"y W g J y C o �. Ey� U CD _E Z Ln 00 0 ILII �� o pll' Ilill�ll Ln 0, W41 m c �IIIIC � Illililll � ii n y illi, m E u vi Y � � O i aiY ,w ko z ^ �� V, 01, LA = IIIII,I m 3 ill I I II �� IIII VIII i I u llll�lil,l. III�IVw �_� 0�8 W rn Ln o 0) C) U J_ _ = Q z � z Q O ¢ p � U � J U) Ln w 0 O (m O �-- U 0) J J W W it • �+s w J w E E3-E 11. d w g : AME B : TSTNOTED 6/2015 Job No. 162.1353 1161 #2 AWG FROM EQUIPMENT GROUNDING RING TO #2 GENERATOR TO SERV GROUND INSPE SERVICE GROUND: 1/2" 0 x 8'-0" LONG COPPER CLAD GROUND ROD W/INSPECTION WELL #2 AWG FROM ALL UTILITY BOXES TO EQUIPMENT GROUNDING RING #2 AWG FROM H -FRAME POSTS TO EQUIPMENT GROUNDING RING #2 AWG FROM EQUIPMENT GROUND RING TO SITE GROUND RING EGB @ EQUIPMENT CABINETS SITE GROUNDING RING #2 AWG #2 AWG FROM GATE TO GROUND RING (TYP.) #2 A\"IG FROM EGB @ EQUIPMENT TO EGB @ MONOPOLE #2 AWG FROM LEG OF ICE BRIDGE TO EQUIPMENT GROUNDING RING EGB @ BASE OF MONOPOLE NOTES: #1 NO CADWELDS TO ANY GROUND BARS #2 RUN 2/0 GREEN INSULATED GROUND FROM THE COAX GROUND BAR TO THE MASTER GROUND BAR #3 CONNECT LEAD 20 FROM THE GROUND BAR INSIDE THE ILC PANEL TO THE MASTER GROUND BAR #4 BE SURE NEUTRAL & GROUND ARE NOT BODED IN THE GENERATOR #5 GROUND ALL METAL ENCLOSURES TO THE HALO, INCLUDING LOUVERS, ALARM BLOCK, ETC. #6 PLASTIC TY -RAPS ARE NOT TO BE USED ON ANY GROUND ATTACHMENTS BUT ONLY WAX STRING #2 AWG FENCE POSTS TO GROUND RING (TYP.) 5/8"x10' LONG COPPER CLAD GROUNDING ROD @ 8'-0" O.C. (TYP.) #2 AWG FROM EGB TO EACH EQUIPMENT CABINET EQUIPMENT GROUNDING RING #2 AWG (2) #2 AWG EGB TO TOWER GROUND RING COAX GROUNDING KITS) @ EACH COAX CABLE TO EGB MONOPOLE GROUNDING RING #2 AWG (3) #2 AWG FROM MONOPOLE TO GROUNDING RING GROUNDING PLAN SCALE: 1/4" = 1'-0" E11 f-I.JIFTEE COUNTY ��,_, V E D W Jy 0.0 U N� Em r� .2�,l �� U§ z� 0 U ���� ilyllll,,��,llll O W� C a1 N H O 000 it ill u u o d M Q int N r.' rnsill°illi O �I N lD 01 �rvmo W 0-4 rn O v Z w Q z�z 0- O 0f O Z wL-0w 0 ry Lr) ry Z O 0) OO D O W J W a w J H Li W N SED AR r �y C) yN No. C-28021 Exp. 08-17 CAL\F���\P t valid unless signed in ink by licensee. E F 3-.E21.dwg aMF B : TST NOTED 6/2015 Job No. 162.1353 ]E2.Il GROUND CONNECTION CADWELD CONNECTION (TYPE -VB) #2 AWG SOLID, TINNED, BARE COPPER -- -- - CONDUCTOR EXTEND C _ CADWELD TO OPPOSITE FENCE POST FOR BURIED ` CONNECTION GATE JUMPER (TYP.) (TYPE -NC) #2 AWG SOLID, 3t_ ----i TINNED, BARE COPPER EQUIPMENT GROUND CONDUCTOR CADWELD RING, #2 AWG SOLID TO EQUIPMENT TINNED, BARE COPPER GROUND RING CONDUCTOR VERIZON WIRELESS GALVANIZED STEEL GROUND BAR W/ANTI-THEFT HARDWARE, NON -REMOVABLE PROVIDED BY ELECTRIC MOTION COMPANY PART # BAR DESCRIPTION EM SGC 49-VZW-NR 1/4 21 x4"xg" EM SGC 412-VZW-NR 1 /4"x4"x12" EM SGC 418-VZW-NR 1 /4"x4"x18" GROUNDING NOTES 1 /4"x4"x20" EM SGC 424-VZW-NR 1/4"x4 it x24" INCLUDES TWO STAINLESS STEEL TORQUE SHEAR HEAD BOLTS, W/ANTI LOOSENING COMPOUND GENERAL CONTRACTOR TO STAMP "VERIZON WIRELESS" & SITE NUMBER BAR & PAINT 1. GROUNDING SHALL COMPLY WITH NEC ART. 250. MOTION COMPANY, PRODUCT #EM 5101 rn FINISH GRADE GROUND ROD INSPECTION WELL CHRISTY F14 U J C) BOX WITH ADAPTERS AND EXTENSIONS AS 2. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURER'S% a I = REQ. AND D210 CONC. LID COORDINATE � COAX CABLE GROUNDING KITS SUPPLIED BY PBMS. CD Q p INSTALLATION WITH OWNER LABEL "GROUND" 3. USE #2 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE k .'' ' � w OR "GROUND ROD" Z GROUNDING UNLESS OTHERWISE SPECIFIED AND #2 SOLID TINNED BARE COPPER WIRE FOR Lr)w =' . = Ln rv*� p O a) BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. z i -- O 4. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE CONNECTORS -� .� i I 0 FINISH GRADE W OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT (1-00, 0 WITH GALVANIZED STEEL 5. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH +0 POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT o _ 1 �" . CADWELD TYPE "GT" w AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT 6" J ... ' CONNECTION AT TOP OF p k M .. k x Q ,._ 9 RADIUS WHEN NECESSARY. I w. GROUND ROD F E.: 6. BOND ANY METAL OBJECTS WITHIN 7 FEET OF PBMS EQUIPMENT OR CABINET TO THE V) MASTER GROUND BAR. 7. CONNECTIONS TO MGB SHALL BE ARRANGED IN THREE MAIN GROUPS: SURGE PRODUCERS TYPICAL SITE GROUND RING, o M ' ' ' (COAXIAL CABLE GROUND KITS, TELCO AND POWER PEDESTAL GROUND OR SURGE = #2 AWG SOLID TINNED BARE :r PROTECTOR); SURGE ABSORBERS (GROUNDING ELECTRODE RING OR BUILDING STEEL); CU ' F ; § TEST LOOP 12" BELOW NON -SURGING OBJECTS (EGB GROUND IN BTS) .,, 1 ) i j. GRADE MAX. TO ALLOW 8. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE _ -_ _ k , � .�.. „ .k ..: , � _� € �; � � .'- f � .m: PON METER AS REQ COPPER LUGS AND NO -OX OR EQUIVALENT PLACED BETWEEN CONNECTOR AND GROUND BAR. _I a. 9. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS UNIFORMLY SPACED AROUND CELL SITE. THE GROUND RODS SHALL BE 5/8"X8'-0" COPPER CLAD 5/8"0 x 10'-0" LONG STEEL. THE RODS SHALL BE INTERCONNECTED WITH #2 SOLID TINNED COPPER GROUND ' . ! COPPER CLAD GROUND ROD, TYPICAL SITE GROUND WIRE BURIED A MINIMUM 2-1/2' BELOW THE SURFACE OF THE SOIL. I ; ; SEE PLANS FOR SPACING RING, #2 AWG SOLID 10. ALL UNDERGROUND ELECTRODES SHALL BE BONDED TO STEEL REINFORCING EMBEDDED , , TINNED BARE CU IN THE CONCRETE SLAB AND CONCRETE MONOPOLE FOUNDATION. 11. MUST APPLY BUTYL & ELECTRICAL TAPE OVER COLD SHRINK AT ALL LOCATIONS. FOR WEATHER PROOFING OVER GROUND KITS. MORE BUTYL TAPE MAY NEED TO BE APPLIED THAN WHAT IS PROVIDED WITH THE MFGR. KIT. 6 TYPICAL GROUND ROD 3 TYPICAL GROUND RING &INSPECTION WELL DETAIL 12. TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. �.2SCALE: 3" = 1'-0" �.2SCALE: 1-1/2" = 1'-0" VARIES - SEE SCHEDULE BELOW i STAR WASHER (TYP) FLAT WASHER (TYP) 1" CADWELD GATE CONNECTION NUT (TYP) 1 /2"X 1-1 /2" HEX BOLTS (TYP) (TYPE -VB) 000000000 =_ FENCE POST d- 0 0 0 0 0 0 0 0 0 O� ANTENNA SUPPORT ARM 000000000 ANTENNA GROUND BAR EXPOSED BARE COPPER TO BE KEPT GATE TO POST FLEXIBLE TO ABSOLUTE MINIMUM, NO GROUND CONNECTION CADWELD CONNECTION (TYPE -VB) #2 AWG SOLID, TINNED, BARE COPPER -- -- - CONDUCTOR EXTEND C _ CADWELD TO OPPOSITE FENCE POST FOR BURIED ` CONNECTION GATE JUMPER (TYP.) (TYPE -NC) #2 AWG SOLID, 3t_ ----i TINNED, BARE COPPER EQUIPMENT GROUND CONDUCTOR CADWELD RING, #2 AWG SOLID TO EQUIPMENT TINNED, BARE COPPER GROUND RING CONDUCTOR VERIZON WIRELESS GALVANIZED STEEL GROUND BAR W/ANTI-THEFT HARDWARE, NON -REMOVABLE PROVIDED BY ELECTRIC MOTION COMPANY PART # BAR DESCRIPTION EM SGC 49-VZW-NR 1/4 21 x4"xg" EM SGC 412-VZW-NR 1 /4"x4"x12" EM SGC 418-VZW-NR 1 /4"x4"x18" EM SGC 420-VZW-NR 1 /4"x4"x20" EM SGC 424-VZW-NR 1/4"x4 it x24" INCLUDES TWO STAINLESS STEEL TORQUE SHEAR HEAD BOLTS, W/ANTI LOOSENING COMPOUND GENERAL CONTRACTOR TO STAMP "VERIZON WIRELESS" & SITE NUMBER BAR & PAINT ANTI -THEFT COMPOUND PROVIDED BY ELECTRIC MOTION COMPANY, PRODUCT #EM 5101 INSULATION ALLOWED WITHIN THE CADWELD TERMINAL (TYP) MONOPOLEHillm- COAX JUMPER CABLE SECTION REINFORCING #6 STRANDED FROM ANTENNA PIPE MOUNT TO GROUND BAR STAINLESS STEEL HARDWARE COAX CABLE �COAX CABLE GROUNDING KIT —TWO , HOLE CADWELD TERMINAL 0 GROUND BAR MONOPOLE EGB INSULATED STRANDED CU ELEVATION "DOUBLING UP" OR "STACKING" OF CONNECTIONS IS NOT PERMITTED. ANTIOXIDANT JOINT COMPOUND SHALL BE USED AT ALL LOCATIONS. I I 9 FENCE GROUNDING DETAIL 8 GROUND BAR DETAIL 5 COAX CONNECTION & GROUNDING DETAIL 2 TYPICAL GROUND BAR CONNECTIONS ��.2SCALE: NONE E2.2 SCALE: NONE E2.2 SCALE: NONEE2.2 SCALE: NONE GALV STEEL FENCE POST OR SIMILAR SOLID COPPER EGB MOUNTED ANTENNA (SEE RF DESIGN FORM) CADWELD TYPE "VB" CONNECTION AT POST AT TOP OF TOWER j. #2 AWG SOLID TINNED GROUND WIRE o I ' w TOWER STRUCTURE (TYPE VARIES) o 1/2"0 FLEXIBLE CONDUIT FOR GROUND WIRE #2 AWG GROUND WIRE ANTENNA COAXIAL CABLE (NO. VARIES) PROTECTION RUN WITH COAX CABLES COAX CABLE GROUND KIT FINISH GRADE EGB (AT ICE BRIDGE OR r - GALVANIZED EGB MOUNTED AT EQUIPMENT LOCATION) BASE OF TOWER 2 AWG MGB @ EQUIPMENT OR CONCRETE FOOTING #2 AWG CAD WELD TO TOWER BASE 2 AWG 2 2 AWG 2 AWG SHELTER (2) #2 AWGL W2 AWG (2) 2 AWG CONCRETE TOWER FOUNDATION o-''! '' % 2 AWG TO TELCO &ELECTRICAL ---- --! - - 1 PANELS 1 UNDERGROUND TOWER GROUNDING T #2 AWG CONNECT TO UFER RING SEE GROUNDING PLAN I TO SITE GROUND RING o ia!�� TWO HOLE OFFSET LUG TYPE TA ONE HOLE OFFSET LUG TYPE HS TYPE VN TYPE NC TYPE W TYPE VS TYPE VB TYPE GT TYPE GY TYPE GR GROUND (WHERE OCCURS) +- 1 GROUNDING ELECTRODE EMBEDDED IN TYPICAL CADWELD CONNECTION TYPES BY "ERICO" UNDERGROUND CELL CONCRETE FOUNDATION (WHERE OCCURS) ! ` SITE GROUNDING RING - _, `�' ! _ . _ 4 eT �� v SEE GROUNDING PLAN JILDHNO p ICOUNTY 10,-0" COPPER -CLAD `' P' ,.e . GROUNDING ELECTRODES - SEE 7 TYPICAL GROUNDING RISER DIAGRAM 4 POST GROUNDING DETAIL 1 GROUNDING CONNECTION DETAIL GROUNDING PLAN FOR SPACING E2.2 SCALE: NONE E2.2 SCALE: 3" = 1'-0" �.2SCALE: NONE Revisions: D Q File: 162.1353_E22.dwg Drawn By: AMIE Checked By: TST Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 1E2.2 rn rn U J C) a = U � U CD Q p U � w Z Lr)w = Ln rv*� p O a) O z O 0 W (1-00, 0 w J LLI V) Revisions: D Q File: 162.1353_E22.dwg Drawn By: AMIE Checked By: TST Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 1E2.2 BMP LEGEND: MATERIALS &WASTE MANAGEMENT CONTROL BMP'S WM-1 MATERIAL DELIVERY &STORAGE WM—g CONCRETE WASTE MANAGEMENT WM-5 SOLID WASTE MANAGEMENT WM—g SANITARY WASTE MANAGEMENT WM-6 HAZARDOUS WASTE MANAGEMENT TEMPORARY RUNOFF CONTROL BMP'S SILT FENCE SS -1 0 0 0 0 SS -4 HYDRAULIC STABILIZATION (FIYDROSEEDING): SC -5 FIBER ROLLS: TC— 1 STABILIZED CONSTRUCTION ENTRANCE PERMANENT BMP'S SD -34 PROPER DESIGN OF OUTDOOR MATERIAL STORAGE AREA LOW IMPACT DEVELOPEMENT BMP'S LID 2.2.2 MINIMIZE DISTURBANCE TO NATURAL DRAINAGES LID 2.2.4 MINIMIZE SOIL COMPACTION LID 3.1 HYDRAULIC DESIGN CUT / FILL CALCULATIONS: TOTAL AMOUNT OF CUT: 0 CU. YDS. t TOTAL AMOUNT OF FILL: 0 CU. YDS. MAX CUT DEPTH: 0 FT. MAX FILL DEPTH: 0 FT. STORM WATER QUALITY NOTES - CONSTRUCTION BMP'S MINIMUM REQUIREMENTS: 1. SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREETS OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONTSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMP'S. 2. ALL STOCK PILES OF UNCOMPACTED SOIL & OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN (7) CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION & SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSED THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE. 4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN PROPER WORKING ORDER AT ALL TIMES. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS & EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. SS -4 LID 2.2.2 LID 2.2.4 LID 3.1 Wm -1 WM-8 WM-5 K Wm -9 WM-6 2 SD -34 u§ SS -4 SLID 2.2.2 ID 2.2.4 LI D 3.1 6,UFTTE CUUI` T Y `'.'3U;l-r,.)1NG DIVISION AP R0 1 STORMWATER & EROSION CONTROL PLAN A1.1 j SCALE: 1/8" = 1'-0" W6 p W�. J� K U fA S C, 2 '1 u§ zg C);° Lin a I Ln J l aj�8 L0 I;u E 0 tA a .-o m� it iNN ximi illl dl Y F E lu,,c�mQ a N n N o � �� >Ln U ;N� A Z C) O W W U SAR S N No. Exp. 08-17 (OrF CAUF���\P Not valid unless signed in ink by licensee. Revisions: A,A -- A -- A -- A -- File: 162.1353.BMP.dwg Drawn B : JcE Checked B : T9 Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 Z rn J L0 0 rn � 0 U Z C) O U U CO U Z Z Z [l:f O wn �w O � W a o O 11-- V) V) w J w N SAR S N No. Exp. 08-17 (OrF CAUF���\P Not valid unless signed in ink by licensee. Revisions: A,A -- A -- A -- A -- File: 162.1353.BMP.dwg Drawn B : JcE Checked B : T9 Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 lillilll SED AR �T rs y �`� �cP No. 028021 Exp. 08-17 OF CA1YD'�\P Not Valid unless signed in ink by licensee. Revisions: File: 162.1353.BMP.dwg Drawn By: JCE Checked By: TsT Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 BEST MANAGEMENT PRACTICES (BMP'S) STABILIZED CONSTRUCTION ENTRANCE GENERAL NOTES SANDBAGS/GRAVEL** BAGS TO BACK OF SIDEWALK CV OVERLAP ONTO CURB CATCH BASIN d- 1. BEST MANAGEMENT PRACTICES (BMP'S) CONTAINED HEREIN REFLECT THE MINIMUM REQUIREMENTS. ALTERNATE METHODS PROVIDING EQUAL OR GREATER PROTECTION MAY BE UTILIZED. FOR IN DEPTH INFORMATION ON BACK OF CURB J 0 BMP'S REFER TO THE CALIFORNIA STORM WATER BMP HANDBOOKS, AVAILABLE AT----- CURB INLET 0 WWW.CABMPHANDBOOKS.COM, CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BMP FACT SILT FENCE CONSTRUCTED SHEETS AT WWW.DOT.CA.GOV/HQ/CONSTRUC/STORMAIATER/FA.CTSHEETS.HTM, AND/OR USEPA BMP FACT SHEET� 0 HTTP://CFPUB.EPA.GOV/NPDES/STORMWATER. _ ALONG LEVEL CONTOUR = :z: DIRECTION D -J 2;-r � OF FLOW MAXIMUM { 2. ALL CONSTRUCTION ACTIVITY SHALL BE PERFORMED IN ACCORDANCE WITH A STORMWATER POLLUTION SLOPE LENGTH MAXIMUM TRIBUTARY . PREVENTION PLAN (SWPPP) DEVELOPED AND IMPLEMENTED IN COMPLIANCE WITH THE REQUIREMENTS OF THE ILLWAY * AREA .25 ACRE 100FT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES CONSTRUCTION GENERAL PERMIT ORDER N0."" ( ) � OF FENCE. WOODEN WOODEN POST FILTER FABRIC 0 10II� ry V) 2009-009-DWQ AND AS AMENDED BY ORDER NO. 2010-0014-DWQ. L26' _ TYPICAL CONTOURS 2s o.c.(MAX) FOR FLOW � `� ; , - , 3. THE SWPPP SHALL: ' r TION __ p Oss ONLY) 24' - COMPACTED BACKFILL A. IDENTIFY POTENTIAL POLLUTANT SOURCES AND INCLUDE THE DESIGN AND PLACEMENT OF BMP'S TO EFFECTIVELY PROHIBIT THE ENTRY OF POLLUTANTS FROM THE CONSTRUCTION SITE ONTO THE STREET PLAN 22' ------ - - s• MIN• T - '' ` SANDBAGS//GRAVEL** BAGS MAXIMUM AND/OR INTO A STORM DRAIN SYSTEM DURING CONSTRUCTION. STACKED TIGHTLY 18. WIDTH -500 ,. "AVEL SHALL BE 0.4 TO 0.8 INCH IN DIAMETER, AND SHALL BE CLEAN AND FREE FROM CLAY BALLS' ORGANIC MATTER, AND OTHER DELETIIRIOILS MATERIALS. TURN LAST 6' OF FILTER FABRIC NOTES: B. BE KEPT ON SITE AND AMENDED TO REFLECT CHANGING CONDITIONS THROUGHOUT THE COURSE OF FENCE UP-SLOPE CONSTRUCTION. � CURB INLET SPILLWAY ELEVATION SHALL SILT FENCE 6• MIN. 1. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO PREVENT C. BE KEPT UP TO DATE. ANY ADDITIONAL UPDATES REQUESTED BY AGENCY REPRESENTATIVE ARE TO BE MATCH TOP OF CURBT- ° SIDEWALK H q � ' ° SPILLWAY 0 SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. SEDIMENT DEPOSITED ON THE MADE IMMEDIATELY. /\//� . ROADWAY MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR - "Ltj \ \,�\\\��` NOTES: OTHER MEANS INTO THE STORM DRAIN SYSTEM. SEE TYPE 1 AND TYPE 2 DETAILS. 4. NON-STORMWATER DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM A,ND/OR ,...... .: \\�� / D = 12' MIN 2. STABILIZED CONSTRUCTION ENTRANCE SHALL BE: STREET. X\ \� CONSTRUCT 1. CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR. A. LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A j,Rl�d H = 6" _ �\ CATCH BASIN \� !� //��' 2. SILT FENCES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY CONSTRUCTION SITE TO OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY, AND 5. DISCHARGES OF PUMPED GROUND WATER REQUIRE A DISCHARGE PERMIT FROM THE STATE OF CALIFORN A L = 36" MAX. STABILIZED. SIDEWALK OR PARKING AREA. REGIONAL WATER QUALITY CONTROL BOARD (RWQCB). 140T ES: SECTION 3. PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW SEDIMENT 6. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICABLE . CATCH BASIN/INLET PROTECTION SHALL BE INSTALLED WHEREVER THERE IS A POTENTIAL OF REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOE OF SLOPE OR OTHER OBSTRUCTIONS. ABOUT 1200 SQ. FT. OF PONDING AREA SHALL BE PROVIDED FOR EVERY B. A SERIES OF STEEL PLATES WITH "RUMBLE STRIPS", AND/OR MIN >3" TO <6" (MEP) THROUGH DESIGN & IMPLEMENTATION OF THE SWPPP. STORMWATER OR NON-STORMWATER BEING DISCHARGED INTO IT. ACRE DRAINING TO THE FENCE. CRUSHED AGGREGATE WITH LENGTH, WIDTH & THICKNESS AS NEEDED TO ADEQUATELY . INLET PROTECTION IS REQUIRED ALONG WITH OTHER POLLUTION PREVENTION MEASURES SUCH AS; 4. TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORMWATER FROM FLOWING PREVENT ANY TRACKING ONTO PAVED SURFACES. 7. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE WET WEATHER EROSION CONTROL, SOIL STABILIZATION, AND MEASURES TO PREVENT TRACKING ONTO PAVED AROUND THE FENCE. 3ADDING A WASH RACK WITH A SEDIMENT TRAP LARGE ENOUGH TO COLLECT ALL WASH WATER SEASON, WHICH IS TYPICALLY OCT 1 THROUGH MAY 30. NECESSARY MATERIALS SHALL BE AVAILABLE ON SURFACES. 5. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWNSLOPE FROM THE FENCE. . CAN GREATLY IMPROVE EFFICIENCY. SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY MODIFY INLET PROTECTION AS NEEDED TO AVOID CREATING TRAFFIC HAZARDS. 6. DO NOT PLACE IN LIVE STREAM OR INTERMITTENTLY FLOWING CHANNELS. DEVICES WHEN RAIN IS IMMINENT. . INCLUDE INLET PROTECTION MEASURES AT HILLSIDE V -DITCHES AND MISC. DRAINAGE SWALES. 7. WHEN STANDARD FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED 4. ALL VEHICLES ACCESSING THE CONSTRUCTION SITE SHALL UTILIZE THE STABILIZED . INLET PROTECTION SHALL BE INSPECTED AND ACCUMULATED SEDIMENTS REMOVED. SEDIMENT SHALL SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY (0.6 INCH) WIRE 8. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC BE DISPOSED OF PROPERLY AND IN A MANNER THAT ASSURES THAT THE SEDIMENT DOES NOT STAPLES AT LEAST 1.75 INCHES LONG, TIE WIRES OR HOG RINGS. CONSTRUCTION ENTRANCE SITES. AREAS, DRAINAGE COURSES, AND STORM DRAIN INLETS. ENTER THE STORM DRAIN SYSTEM 8. FILTER FABRIC SHALL BE WOVEN POLYPROPYLENE GEOTEXTILE WITH A MINIMUM WIDTH OF 36 A. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS IMMEDIATELY. . DAMAGED BAGS SHALL BE REPLACED IMMEDIATELY. . ADDITIONAL SANDBAG SEDIMENT TRAPS SHALL BE PLACED AT INTERVALS AS INDICATED ON SITE INCHES AND A MINIMUM TENSILE STRENGTH OF 100 LB FORCE. 9. WOOD STAKES SHALL BE COMMERCIAL QUALITY LUMBER NO LESS THAN 2 INCH BY 2 INCH. B. SWEEP PAVED AREAS THAT RECEIVE CONSTRUCTION TRAFFIC WHENEVER SEDIMENT 9. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED ON ALL BMP'S INCLUDING CONCRETE PLAN. BECOMES VISIBLE. WASTE STORAGE AND DISPOSAL PROCEDURES. WOOD STAKES SHALL BE DRIVEN TO A DEPTH OF NO LESS THAN 18 INCHES FROM SURFACE. C. PAVEMENT WASHING WITH WATER IS PROHIBITED IF IT RESULTS IN A DISCHARGE TO THE STORM DRAIN SYSTEM. 10. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF SEDIMENT LOAD IN STORMWATER DISCHARGE. s CATCH BASIN INLET PROTECTION 4 SILT FENCE 2 STABILIZED CONSTRUCTION ENTRANCE EXIT BMP2 SCALE: NTS BMP2 SCALE: NTS BMP2 SCALE: NTS EROSION CONTROL MATERIAL STORAGE CONCRETE WASTE MANAGEMENT _ � y ROLL W ' ,-i-i-i-i-i-i lISUIl F6ER ROLL B'�MIN y ..... INSTALL y - / / / / , CONCRETE - y _ ALONG A LEVEL CONTOUR. SLOPE �/ ,�;�. ;:'4'G'-' Vi� � MA STOCKPILED MATERIAL ...... AIR , y y y y • ' d 41 y %4/ WASHOUT 2'TO 4' '-.'.. -V y y \-f 11. 14. 14. - IL, N, . �,:' AREA FM RyOLLS y STRAW MULCH HYDROSEEDING :_ . ti v/ w + ° d•• y .+ I'm will STAI E MAX 4 y y , .'- .,� ° v z t ' _ •6. 4 • e •• .. .•, e y , e' . d ..a. `�' `L' BERMED CONTAINMENT FT SPACING y VERTICAL SPACING THE _ _, t -sa ¢ „ ..' . S , 1 ° :� . ' .. . • • J/ J' �, d • '' '' .t <A %41.14/ AREA ::•t: Fr ACE OF THE SLOPE VAS E1111 10 T, NSTALL A FIBER ROLL R EANe ENTRENCHMENTDEiAIL AND 20 FT WHERE R iRIrN N.T.S. INTO A STEEPER SLOPE41 ial 1 rk.-'•.✓/414 /x ••ti.,,,i q ,yaks` . 1 S j ",. 7 ♦ 1 _ �. NP 't moi• Y - .t' y •I, •I/ .I/ `I' y Sr: TYPICAL FIBER ROLL INSTALLATION n HYDRAULIC MULCH GEOTEXTILES, MATS,, PLASTIC COVER y �' NOTESN T.S. : AND EROSION CONTROL BLANKETS .v y y y SANDBAGS/GRAVEL BAGS NOTES: 1. PLACE ALONG THE TOE, TOP, FACE, AND AT GRADE BREAKS OF EXPOSED AND ERODIBLE NOTES: PLACED LIGHTLY TOGETHER SLOPES. 1. SOIL/SLOPE STABILIZATION PRACTICES SHALL BE DESIGNED TO PRESERVE EXISTING VEGETATION WHERE FEASIBLE AND TO w w 41 � ALL AROUND MATERIAL 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE 2• PLACE ON THE DOWN-SLOPE OF EXPOSED SOIL AREAS. REVEGETATE OPEN AREAS AS SOON AS FEASIBLE AFTER GRADING. THESE CONTROL PRACTICES SHALL INCLUDE � y y � 1p y � � %J/ � SYSTEM. 3. PLACE AROUND TEMPORARY STOCKPILES. TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SOD STABILIZATION, VEGETATIVE BUFFER STRIPS, PROTECTION OF 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF 4. PLACE ALONG THE PERIMETER OF A PROJECT. TREES, OR OTHER SOIL STABILIZATION PRACTICES. �, N, 14, 1/ SUFFICIENT CAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL BE PROVIDED ON SITE AND 5. SLOPES GREATER THAN 1:5 MAY REQUIRE THE USE OF 20 INCH DIAMETER FIBER ROLLS AT THE 2. SOIL STABILIZATION SHALL BE IMPLEMENTED ON ALL INACTIVE DISTURBED AREAS FROM OCTOBER. 1 THRU MAY 30 ANDDISPOSED OF PROPERLY OFF SITE. TOP OF SLOPES. ON ALL DISTURBED AREAS DURING A RAIN EVENT OR POTENTIAL RAIN. 3. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED, 6. FIBER ROLLS SHALL BE EITHER PREFABRICATED OR ROLLED TUBES OF EROSION CONTROL 3. STABILIZATION PRACTICES SHALL CONTROL/PREVENT EROSION FROM THE FORCES OF WIND AND >h'"ITER. PICKED UP AND DISPOSED OF PROPERLY. SLOPES 4. STABILIZATION PRACTICES SHALL BE IMPLEMENTED IN CONJUNCTION WITH SEDIMENT TRAPPINVALTERING PRACTICES AND LOOM 7. 1:4 OR FLATTER REQUIRE FIBER FIER ROLLS TO BE PLACED NO MORE THAN 20 FEET APART. PRACTICES TO REDUCE THE TRACKING OF SEDIMENT ONTO PAVED ROADS. 8. SLOPES 1:4 TO 1:2 REQUIRE FIBER ROLLS TO BE PLACED NO MORE THAN 15 FEET APART. 5. WHEN USING STRAW MULCHING, THE MINIMUM APPLICATION SHALL BE 2 TONS/A.CRE. MULCH MUST BE ANCHORED STOCKPILE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO REDUCE OR ELIMINATE 9. SLOPES 1:2 OR GREATER REQUIRE FIBER ROLLS TO BE PLACED NO MORE THAN 10 FEET IMMEDIATELY TO MINIMIZE LOSS BY WIND OR WATER. AIR AND STORM WATER POLLUTION FROM STOCKPILES OF SOIL, AND PAVING MATERIALS SUCH AS APART. 6. WHEN USING HYDROSEEDING/MULCHING, THE MINIMUM, APPLICATION OF WOOD FIBER SHALL BE 1,500 LBS/ACRE, THAT PORTLAND CEMENT CONCRETE (PCC) RUBBLE, ASPHALT CONCRETE (AC), ASPHALT CONCRETE 10. FIBER ROLLS SHALL BE PLACED IN A 2 TO 4 INCH DEEP TRENCH. DOES NOT CONTAIN MORE THAN 50 PERCENT NEWSPRINT. RUBBLE, AGGREGATE BASE, AGGREGATE SUBBASE OR PRE -MIXED AGGREGATE, ASPHALT BINDER (I.E. 11. WOODEN COMMERCIAL GRADE STAKES," X A", SHALL BE USED TO SECURE THE FIBER ROLL TO 7. FOR SEEDING RECOMMENDATIONS, CONTACT: USDA, NATURAL RESOURCES CONSERVATION SERVICE AT 5000 CALIFORNIA COLD MIX) AND PRESSURE TREATED WOOD. THE GROUND SURFACE. STAKES SHALL BE A MINIMUM LENGTH OF 24 INCHES AND DRIVEN A AVENUE, BAKERSFIELD, CA 93309-0725. PHONE: (661) 336-0967. NOTES: MINIMUM OF 12 INCHES. 8. WHEN USING HYDRAULIC MULCH, THE APPLICATION SHALL BE BETWEEN 1 TO 2 TONS PER ACRE. 1. PROTECTION OF STOCKPILES IS A YEAR-ROUND REQUIREMENT. 12. A SINGLE -STAKE INSTALLATION REQUIRES THE STAKES TO BE PLACED NO MORE THAN 2 FEET 9. GEOTEXTILES, MATS, PLASTIC COVERS AND EROSION CONTROL BLANKETS SHOULD BE CONSIDERED WHEN DISTURBED 2. LOCATE STOCKPILES A MINIMUM OF 50 FEET AWAY FROM CONCENTRATED FLOWS OF STORM APART. 10. SOILS MAY BE PARTICULARLY DIFFICULT TO STABILIZE. WITH a FOR GEOTEXTILES, MATS, AND EROSION CONTROL BLANKETS, INSTALLATION SHOULD BE IN ACCORDANCE WATER, DRAINAGE COURSES, AND DRAIN INLETS. 13. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHALL BE OVERLAPPED, NOT MANUFACTURES RECOMMENDATIONS. TYPICALLY OVERLAP OF GEOTEXTILES/MATS EDGES IS 2 TO 3 IN. AND STAPLED 3. IMPLEMENT WIND EROSION/TRANSPORT CONTROL PRACTICES AS APPROPRIATE. ABUTTED, A MINIMUM OF 1 FOOT. EVERY 6 IN. WHEN BLANKETS ARE TO BE SPLICED, PLACE BLANKETS END -OVER -END (SHINGLE STYLE) WITH 6 1N. 4. ALL STOCKPILES SHALL BE COVERED, STABILIZED, OR PROTECTED WITH A TEMPORARY LINEAR OVERLAP AND STAPLE THROUGH OVERLAPPED AREA, `APPROXIMATELY 12 IN. APART. BARRIER (LE. SANDBAGS, ETC.) PRIOR TO THE ONSET OF PRECIPITATION. t C;0UNV jn K'T* EROSION CONTROL 5 MATERIAL STORAGE KT"iiiiiiiiiiiiCONCRETE WASTE MANAGEMENT FIBER ROLL BMP2 SCALE: NTS BMP2 SCALE: NTSBMP2 SCALE: NTS BMP2 SCALE: NTS lillilll SED AR �T rs y �`� �cP No. 028021 Exp. 08-17 OF CA1YD'�\P Not Valid unless signed in ink by licensee. Revisions: File: 162.1353.BMP.dwg Drawn By: JCE Checked By: TsT Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 _J Q CV d- 0 J 0 U 0 z _ = :z: o 2;-r � � U z 0 � ry V) 10 L0 O o0)o W W W OC Q 0 - "Ltj __j to lillilll SED AR �T rs y �`� �cP No. 028021 Exp. 08-17 OF CA1YD'�\P Not Valid unless signed in ink by licensee. Revisions: File: 162.1353.BMP.dwg Drawn By: JCE Checked By: TsT Scale: AS NOTED Date: 10/06/2015 Job No. 162.1353 tr3)�� �g� F' �g r, *� 1501 South Euclid Avenue Tucson, A 85713 (520) •11 i N 2 � CARSON CAMOUFLAGE Job: P15166 LOCATION: BUTTE COUNTY 05/20/2015 DRAWING INDEX T1 TITLE SHEET S1 ELEVATION VIEW & NOTES S2 -S3 DETAILS S4 FOUNDATION S5 BRANCH LAYOUT SPECIAL INSPECTIONS: 1. STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. 2. NO FIELD WELDING SHALL BE PERMITTED 3. THE FOLLOWING SPECIAL INSPECTIONS SHALL BE REQUIRED PER CHAPTER 17 OF THE 2013 CBC: • CONTINUOUS SPECIAL INSPECTION OF ANCHOR BOLTS PRIOR TO AND DURING CONCRETE PLACEMENT • PERIODIC SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING • PERIODIC SPECIAL INSPECTION OF PLACEMENT QE REINFORCING STEEL • CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT STRUCTURAL OBSERVATION: NO STRUCTURAL OBSERVATION IS REQUIRED. DISCLAIMER: ALL STRUCTURAL COMPONENTS TO BE CONNECTED TOGETHER SHALL BE COMPLETELY FIT UP ON THE GROUND OR OTHERWISE VERIFIED FOR COMPATIBILITY PRIOR TO LIFTING ANY COMPONENT INTO PLACE. REPAIRS REQUIRED DUE TO FT -UP OR CONNECTION COMPATIBILITY PROBLEMS AFTER PARTIAL ERECTION ARE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. UT f T R klyE n 9 1 In E E — _ 9138 s. State St., Suite 101 (801) 990-1775 Sandy, UT 84070 (801) 990-1776 FAX www.vectorse.com DATE: 5/13/15 DESIGNED: CNM DRAFTER: LSB REVISIONS DATE DESCRIPTION 05/20/2015 Added Future Carriers C.0 Q o o –0 00 r .� N r ■ W N o � m 0 � O U � � 0 FE F- wCN w z z QLr) LLJ Q 00vz = ry ZD U) 0 0 C) �-- = w w C/)_ USF_ _, w o L�= �- ry �Om — 0 o LL. U 1223-422-151 REV 1 TOP OF BRANCHES 125'-0' _U) w C.L. a 80 -0 THICKNESS z = w w w = d 2 48'-0" 43.12 FUTURE ANTENNA C.L. 1i 70'-0' 33'-0" 53.59 62.99" 5/8» m Q z z z Q m z m m m m 0z: Q m z o 0 - 0 o mzd C-0 00 CD i\ 00 GROUND LEVEL 0'-0' 05/20/2015 BRANCHES ARE DRAWN FOR ILLUSTRATIVE PURPOSES ONLY AND ARE NOT SHOWN TO SCALE. FOLIATED SOCKS AND RRU COVER TO BE USED TOP OF STEEL 115'- 0' ANTENNA C.L. 110' _0' FUTURE MICROWAVE C.L. 100'-0' FUTURE ANTENNA C.L. 9 0' 0' NOTE: FUTURE LOADING @ 110'-0", 90'-0", 80'-0", AND 70'-0" A.G.L. (12) 96"x127)x6" PANEL ANTENNAS (4) ERICSSON RRUS-12s (1) RAYCAP DC -3315 (3) 9'-6" T -ARMS TYP. OF ALL FUTURE CARRIERS POLE TO BE PAINTED BROWN L TYP. s' LAP SPLICE = 93" -\\\- TOLERANCE _ ±10% EXIT PORT C.L. 10'-0' EXIT PORT C.L. 6'- 0' GROUND LEVEL 0'-0' TOP CAP PER )TL 1 /S2 MONOPOLE SECTION CHART FUTURE ANTENNA C.L. a 80 -0 THICKNESS k' LAP SPLICE - 75" 32.00" TOLERANCE _ +_10% d 2 48'-0" 43.12 FUTURE ANTENNA C.L. 1i 70'-0' 33'-0" 53.59 62.99" 5/8» NOTE: FUTURE LOADING @ 110'-0", 90'-0", 80'-0", AND 70'-0" A.G.L. (12) 96"x127)x6" PANEL ANTENNAS (4) ERICSSON RRUS-12s (1) RAYCAP DC -3315 (3) 9'-6" T -ARMS TYP. OF ALL FUTURE CARRIERS POLE TO BE PAINTED BROWN L TYP. s' LAP SPLICE = 93" -\\\- TOLERANCE _ ±10% EXIT PORT C.L. 10'-0' EXIT PORT C.L. 6'- 0' GROUND LEVEL 0'-0' TOP CAP PER )TL 1 /S2 MONOPOLE SECTION CHART SECTION LENGTH TOP 0 BOTTOM 0 THICKNESS WEIGHT (2012 47'-0" 32.00" 45.40" 1/4 5.6 K 2 48'-0" 43.12 56.80" 1/2 12.8 K 3 33'-0" 53.59 62.99" 5/8» 16.4 K* *INCLUDES EXIT PORT AND BASEPLATE WEIGHT DESIGN TAPER = 0.285 in/ft ELEVATIONS 8) 96"x12"x6" PANEL ANTENNAS 4) ERICSSON RRUS-12 1) RAYCAP DC -3315 2) 06'-0" MICROWAVE DISH 8 -SIDED TAPERED POLE, ')ECT ON 1 (SEE CHART) LAND HOLES PER DTL '--/S2, TYP. 8-S DED TAPERED POLE, ')ECTION 2 (SEE CHART) 8 -SIDED TAPERED POLE, 'DECT ON 3 (SEE CHART) EXT PORTS PER DTL 3/S2 BASEPLATE PER DTL 4/S3 FOUNDATION PER SHEET' S4 GENERAL DESIGN NOTES: STRUCTURAL DESIGN IS BASED ON THE CALIFORNIA BUILDING CODE, 2013 EDITION (2012 IBC) AND THE TIA-222-G STANDARD DESIGN LOADS: E T R n O I n E E R S 9138 s. State St., Suite 101 (801) 990-1775 Sandy, UT 84070 (801) 990-1776 FAX www.vectorse.com WIND: BASIC WIND SPEED: 120 MPH3 —SEC GUST DATE: 5/13/15[DESIGNED: CNM DRAFTER: LSB ( ) REVISIONS RISK CATEGORY/STRUCTURE CLASS: 11 DATE DESCRIPTION EXPOSURE: C 05/20/2015 Added Future Carriers TOPOGRAPHIC CATEGORY: 2 CREST HEIGHT: 1,659 FT CE: NONE SEISMIC: IMPORTANCE FACTOR: 1.00 OCCUPANCY CATEGORY: 11 MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss - 0.644g, S1 = 0.265g SITE CLASS: D LmLj SPECTRAL RESPONSE COEFFICIENTS: SDS - 0.552g, SD1 = 0.330g SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING -SYSTEM: TELECOMMUNICATION TOWER: STEEL POLE SEISMIC BASE SHEAR, V: 17.1 K SEISMIC RESPONSE COEFFICIENT, CS: 0.314 > �' o o C-0 CD o RESPONSE MODIFICATION FACTOR R: 1.5 LnC-0 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE O° E w N o MATERIAL NOTES:o ^ cn m o p 1. 18 -SIDED MONOPOLE SHAFT STEEL SHALL CONFORM w/ ASTM A572 GR. 651 U.N.O. o 2. BASE PLATE STEEL SHALL CONFORM w/ ASTM A572, GR 50, U.N.O. 3. ALL STEEL PIPE TO BE PER ASTM A53 GR. B (35 KS ), U.N.O. 4. ALL STEEL RECTANGULAR TUBES (HSS) TO BE PER ASTM A500 GR. B (46 KSI). U.N.O. 5. REINFORCED ACCESS PORT STEEL SHALL CONFORM w/ ASTM A572 GR. 65, U.N.O. cn 6. ALL OTHER STEEL SHAPES & PLATES SHALL CONFORM w/ L1J ASTM A36, U.N.O. F- 7. ALL OPEN SHAPES SHALL BE CAPPED OR PROVIDED w/ WEEP Q HOLES TO PREVENT WATER COLLECTION Z = 8. ALL BOLTS FOR STEEL -TO -STEEL CONNECTIONS SHALL C'6 U w CONFORM w ASTM A325N, U.N.O. z z / a. OQ� o U 9. ALL ANCHOR BOLTS SHALL CONFORM w/ ASTM A615 GR. 75, 0 _ U.N.O. �- U O O o z U :510. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS N > U LU U) - cn ACCORDANCE w/ THE LATEST VERSION OF THE AMERICAN Z W o ; m WELDING SOCIETY AWS D1.1. Q �' 0 11. ALL STEEL SURFACES SHALL BE GALVANIZED IN ACCORDANCE — 0 r � w/ ASTM A123 AND ASTM A153 STANDARDS. Q LL 12. ALL BOLTED CONNECTIONS SHALL BE TIGHTENED PER THE � "TURN -OF -NUT" METHOD AS DEFINED BY AISC. Llj J U.1 BASE DESIGN REACTIONS: MOMENT, M = 10,474 K -FT (1.0 WIND) SHEAR, V = 136.1 K (1.0 WIND) AXIAL, P = 65.2 K (1.2 DEAD) N.T.S. O U 1223-422-151 REV Sl 1 E n O 1 I"1 E E R S 9138 s. State St., Suite 101 (801) 990-1775 Sandy, UT 84070 (801) 990-1776 FAX www.vectorse.com O° 3" TH K x 077" 305° 300 LS DATE: 5/13/15 DESIGNED: CNM DRAFTER: B BASEPLATE AZIMUTH �, AZIMUTH REvisioNs POLE SHAFT �� i DATE DESCRIPTION QPO AN ANTENNAS L E 30 1. D. �p 05/20/2015 Added Future Carriers 0 PER SHEET S1 VALMONT SV197, TYP. 2700 900 r� .4 µ. VALMONT P3, ZINC � P. 5/8 � A36 , n U-BOLTS, TYP 40 TYP. OF (4) LD DRAINS, -' 1/2 i .O � 7' 1/ 220° � 125 ° TYP . mr A'+ 45 .� ��,. �� � ,` AZIMUTH � AZIMUTH CJP BACK � � GOUGE FROM 1 ARROW SIDE, - 071>> B. C. . .. k o � o cfl 80KS � Q r- o P, ELECTRODE 45° ° 05/20/2015 -'o 00 1 2 180 (32) 02 5/8 HOLES N � E � U . L1J =O ,;BASEPLATENOT USED 2 MOUNT HAS BEEN c m ----- - -- - ---- -- -- --- N.T.S. N. s. ANALYZED FOUND o o cn O ADEQUATE FOR THE PROPOSED LOADINGPLAN VIEW NOTE: SEE 1 /S1 FOR oLn CARRIER LOADING NOT SHOWN NOTCH IN ANCHOR, o° " THICK x 077" O.D. VALMONT BOLT TEMPLATE 3�8 ANCHOR BOLT TEMPLATE>> PART SP216 APPROVED FOR A SNOW DEPTH OF 4.3 ASSUMING A SNOW DENSITY OF 15 PCF �/-2 SCI-d. 40 PIPE ANTENNA MOUNT 065" I.D. PIPE, TYP. 0 POLE �- SHAFT 0 0, ,, V w oo z Z p Lo oo TYP . j U) ¢o / O Q 5 16 Q v � z J _HOLES o — z o Q 270° - - - -- - 0 \\\ I Q O O z v ANGLE >> VALMO F-- 1 1/4 0 GR. 105 SOLID BAR i IES / CLAMP VALMONT 0 NT W o f- 4 °VAR o RANCH MOUNT w 4 W _I L w m 0 TO 60 STOCK B / PART SP219 O Lo 0:' 1/4 THREAD0 1 4 HEAVY HEX MOUNTING NUT OVERSIZED 1 /4,>> V- 1 i / 3 3 -0))3 071 " B.C. WELDED TO MONOPOLE SHAFT w/ STANDARD 1 1 /4"0 LOCKING NUT (ASTM A563) (32) 02 3/8 HOLES UP TO 10'-0" BRANCH RECEPTACLE ELEVATION VI EW BUTTE COMA Ty *11 N 180° �f b�.� U1223 —422-151 REV RECEPTACLE FOR 10 0 BRANCHES MOUNTS n BRANCH REC 1 �AT ANCH � �,` T� 3 N.T.S. N.T.S. N.T.S. FOUNDATION NOTES: 1. FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL REPORT: MID PACIFIC ENGINEERING, INC. REPORT: 02389-01 DATE: MAY 11 2015 2. ALL CONCRETE SHALL USE TYPE 11 PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED (6 ± 1.5%). CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. CONCRETE SHALL HAVE A SLUMP OF 6" TO 8. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318-11. 3. REINFORCING STEEL SHALL CONFORM WITH THE REQUIREMENTS OF ASTM A-615, GRADE 60. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315, LATEST EDITION, UNLESS DETAIL ED OTHERWISE ON THIS DRAWING. 4. INSTALLATION OF FOUNDATION MUST BE OBSERVED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER FIRM. GEOTECHNICAL ENGINEER TO PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORD PURPOSES. nrNi r (,i i n F -r N.T.S. ANCHOR BOLT DOUBLE HEAVY HEX NUT BAS E P LATE TOP OF FOOTING GROUND LEVEL HEAVY HEX NUT 01 05/20/2015 16'-0" SEE DETAIL 2/- FOR iNiFn �inr '�NrnWmi 32'-0" PLAN VIEW 16'- 0 " SECTION A -A CONC. MAT FOUNDATION PER SECTION A -A MONOPOLE PER SHEET S1 8'-0" 0 CONC. PER BASEPLATE LONG # 4 STIRRUPS @ 18" O.C., TYP. ALL (4) SIDES TYP. L 5/S3 NOT MAT FOUNDATION N.T.S. BUTTE U)MTy BUIL IN VISION! E� T R n O I I"1 E E R S 9138 s. State St., Suite 101 (801) 990-1775 Sandy, UT 84070 (801) 990-1776 FAX www.vectorse.com DATE: 5/13/15 DESIGNED: CNM I DRAFTER: LSB REVISIONS DATE DESCRIPTION 05/20/2015 Added Future Carriers m O U 1223-422-151 S4 Rev CD 0 > O Q i-- O U 00 r "'D O U N O W Q N O �.� cn co O I O O Ln m O U 1223-422-151 S4 Rev 05/20/2015 o UJI z cv) Lo Q) Q�7- ry o w U Q) rlrD E 0 0 3) CD O c) U) LU CD Ln o 00 IE C; U= �wm LLJ N 0 LL r C) CIO c Ln CD L(-) mmmmmmm c�� I So • 10 4W, we== AAMMM mm ommmmm mmmmmmm mm ®. mmmmmm mmmmmmm mmmmmm m mmmm m m mm mm m m m mm mm mmmm mmm mm m mm mm m mm m mmm ���e m m ������ . rte: � � � ; �� 11i : y ������s���r - err wrm Mm mmmmmmm Nall' _�®s�r� �r mmmmms®m� ®®�� mmm �© == o r moo® Q®��000000®�© ....m......®.......• � �000®oma©®000000©o© .. • • �■■ m©©©® . .... .......... 05/20/2015 1 15 14 1 �,UTTE G(-JUiJfY BUI I L L (3� V'g N eA r"I Elt 1R I ? 4 = 4'-0" BRANCH 6 = 6'-0" BRANCH 8 = 8'-0" BRANCH 10 = 10'-0" BRANCH TOTAL BRANCH COUNT - 231 x=U R E Y In G i In E E R 8 9138 s. State St., Suite 101 (801)990-1775 Sandy, UT 84070 (801) 990-1776 FAX www.vectorse.com DATE: 5/13115 --SIGNED: CNM I DRAFTER: LSB REVISIONS DATE DESCRIPTION 05/20/2015 Added Future Carriers 6m o UJI z cv) Lo Q) Q�7- ry o w U Q) rlrD E 0 0 3) CD O c) U) LU CD Ln o 00 IE C; U= �wm LLJ N 0 LL r C) CIO c Ln CD L(-) mmmmmmm c�� I So 10 4W, we== AAMMM mm ommmmm mmmmmmm mm ®. mmmmmm mmmmmmm mmmmmm m mmmm m m mm mm m m m mm mm mmmm mmm mm m mm mm m mm m mmm m m � � ; �� 11i : y ®®�� �®moo©® �© o r moo® Q®��000000®�© � �000®oma©®000000©o© • • �■■ m©©©® . .... .......... 1 15 14 1 �,UTTE G(-JUiJfY BUI I L L (3� V'g N eA r"I Elt 1R I ? 4 = 4'-0" BRANCH 6 = 6'-0" BRANCH 8 = 8'-0" BRANCH 10 = 10'-0" BRANCH TOTAL BRANCH COUNT - 231 x=U R E Y In G i In E E R 8 9138 s. State St., Suite 101 (801)990-1775 Sandy, UT 84070 (801) 990-1776 FAX www.vectorse.com DATE: 5/13115 --SIGNED: CNM I DRAFTER: LSB REVISIONS DATE DESCRIPTION 05/20/2015 Added Future Carriers 6m o UJI z cv) Lo Q) Q�7- ry o w U Q) rlrD E 0 0 3) CD O c) U) LU CD Ln o 00 IE C; U= �wm LLJ N 0 LL r C) CIO c Ln CD L(-) U1223-422-151 S ^ REV �' 1 o UJI z cv) Lo 0 O< Q�7- ry o w U 2, 0 0 0 3) z g c) w c) U) LU c) U) I Eo �wm 0 N 0 LL r co U1223-422-151 S ^ REV �' 1