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B15-2412 063-210-013 (2)
C D DRAWI NG SIGN - O F F DATE: TIME: % CWC -PLEASE RETURN BY: &C T1.2 GENERAL NOTES, CONDITIONS OF APPROVAL COMPLETE SIGNATURE DATE Wireless Consulting, Inc. C1 CIVIL SURVEY SHEET SITE ACQUISITION: A1.1 OVERALL SITE PLAN PLANNING: A2.1 EQUIPMENT LAYOUT PLAN CONSTRUCTION: A2.2 ANTENNA LAYOUT PLAN MANAGEMENT: A3.1 PROJECT ELEVATIONS 9. A4.1 CONSTRUCTION DETAILS verign WFaMS A4.2 CONSTRUCTION DETAILS 11. SIGNATURE DATE CONSTRUCTION: A6.1 STANDBY GENERATOR DATA SHEETS RF ENGINEER: A6.2 STANDBY GENERATOR INSTALLATION DETAILS MW ENG./TRANSPORT: A6.3 UL142 CERTIFIED, 132 GALLON TANK DETAIL EQUIPMENT ENGINEER: S1.0 OVERTURNING CALCULATIONS OTI M (IF APPLICABLE) S1.1 STRUCTURAL DETAILS 17. SIGNATURE DATE 18. E2.1 GROUNDING PLAN S P E C I A L I N S P E C T I O N S SPECIAL INSPECTIONS PER 2013 CBC SECTION 1704 ARE REQUIRED FOR THE FOLLOWING: A.) ALL STRUCTURAL WELDING, INCLUDING WELDING OF REINFORCEMENT OF STRUCTURAL STEEL B.) INSTALLATION & TIGHTENING OPERATIONS FOR ALL HIGH-STRENGTH FRICTION BOLTING C.) INSTALLATION & TIGHTENING OPERATIONS FOR ALL ANCHOR BOLTS D.) DURING THE TAKING OF TEST SPECIMENS & PLACING OF ALL REINFORCED CONCRETE WHERE THE SPECIFIED CONCRETE STRENGTH EXCEEDS 2500 PSI E.) DURING PLACEMENT OF REINFORCING STEEL F.) SOILS & FOUNDATION COMPLIANCE WITH PROJECT SOIL REPORT PRIOR TO FOUNDATION INSPECTION STRUCTURAL DESIGN CRITERIA: 1) SOIL SITE CLASSIFICATION: 2) SOIL BEARING CAPACITY: 3) SEISMIC IMPORTANCE FACTOR: 4) SPECTRAL RESPONSE ACCELERATIONS: 5) SPECTRAL RESPONSE COEFFICIENTS: 6) SITE COEFFICIENTS: 7) SEISMIC DESIGN CATEGORY: D SLABS: 1500 PSF Ss = 0.644g S1 = 0.265g SDS = 0.552g SD1 = 0.331g Fa = 1.0 D gTo WIRELESS 295 Parkshore Drive, Folsom, CA 95630 BUTTE COUNTY FOREST RANCH OCT 0 12015 4955 SCHOTT ROAD FOREST RANCH, CA 95942 APN: 063-210-013 LOCATION #*, 249704 02 o PROJECT SITE bi U-1 oz CEDAR HILL RD U (U a 0 w U D I R E C T 1 0 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 16. 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 SEE SOILS INVESTIGATION REPORT FOR ADDITIONAL REQUIREMENTS AND RECOMMENDATIONS. CIBC SECTION 1704 SPECIAL INSPECTION REQUIRED See attached Special Inspection Note '� i 46Y" 7f ' i Comply with Butte County Fire Department & Cal -Fire Requirements prior to Building Division Final. Contact Butte County Fire for requirements & inspections. 530.538.7888 BUILDING PERMIT# If , 1�jt., ASSESSOR'S PARCEL#0b X - 110- n43 PffliPtJ'T`t'F CCitJ�_-v G �"I nnMFp �cPVlCES LOCATION PLAN P R O J E C T 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 P R O J E C T D I R E C T 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 cavakian®completewireless.net 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 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 GENERATOR INSTALLATION DETAILS 14. A6.3 UL142 CERTIFIED, 132 GALLON TANK DETAIL 15. S1.0 OVERTURNING CALCULATIONS 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 P R O J E C T 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 P R O J E C T D I R E C T 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 cavakian®completewireless.net 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 100% ZONING DOCUMENTS REV 2 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. P R O J E C T D E S C R I P T 1 0 N PROPOSED VERIZON WIRELESS UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING: - A 40'-0"x40'-0" LEASE AREA. - A FENCE ® LEASE AREA PERIMETER. - OUTDOOR EQUIPMENT CABINETS. - POWER & TELCO UTILITIES BROUGHT TO FACILITY. - A STANDBY GENERATOR. - A CABLE ICE BRIDGE. - ANTENNAS W/ASSOCIATED TOWER MOUNTED EQUIPMENT MOUNTED ON A PROPOSED MONOPINE. P R O J E C T M I L E S T O N E S 10/27/2014 90% ZONING DOCUMENTS 12/11/2014 100% ZONING DOCUMENTS 02/19/2015 100% ZONING DOCUMENTS REV 1 03/11/2015 100% ZONING DOCUMENTS REV 2 03/27/2015 90% CONSTRUCTION DOCUMENTS 08/17/2015 90% CONSTRUCTION DOCUMENTS: ODE 09/15/2015 100% CONSTRUCTION DOCUMENTS: ODE I e (9p, -M E5 _9 feg-j ^ARCyi vG� S r�TS'i Exp. 08-17 A CF CAI 1F���\P varid unless signed in ink by licensee. Revisions: Q -- Q -- FI I e: 162.1353-T11.dwg Drawn By: AME Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 W Q 0 JN a� °�s �� W EU) (L C) F_f � L0 O -M E5 _9 Uf O U 1 -� w Ln oI Z 00 Ln � U g QC:)Q CIL ivy E U (. M U � Z u L! O N Y �o � a1.2 �o CD Q � rn U O J U N�I W ON Ww LJ,J ^ARCyi vG� S r�TS'i Exp. 08-17 A CF CAI 1F���\P varid unless signed in ink by licensee. Revisions: Q -- Q -- FI I e: 162.1353-T11.dwg Drawn By: AME Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 Q 0 W rn � L0 O Q ¢ � O U w w Z U � U g QC:)Q CIL U U') V) Z O 0f�� � O �o Q U O J W Ww LJ,J V) Ld ■ w w nz V) ^ARCyi vG� S r�TS'i Exp. 08-17 A CF CAI 1F���\P varid unless signed in ink by licensee. Revisions: Q -- Q -- FI I e: 162.1353-T11.dwg Drawn By: AME Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 CONDITIONS OF APPROVAL GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT, WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ ENGINEER. 3. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 6. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 8. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY 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 improvement standards and the terms of the encroachment permit. Prior to constructing THIS FACILITY AND OR PROJECT SITE. facilities into, under, over, above, or upon any public street in the unincorporated area of the county, obtain a utility permit from the Butte County Public Works Department. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO Submittal of the improvement plans for review and approval by the Public Works PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. Department may be required depending on the facilities approved. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR Environmental Health SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO THE 28. If required, submit a Hazardous Material Release Response Plan to Butte County CONSTRUCTION ON OR ABOUT THE PROPERTY. Environmental Health pursuant to the California Health and Safety Code. 12. CONTRACTOR SHALL SEE TO IT THAT GENERAL WORK AREA IS Processing Fees KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE 29. Prior to issuance of the Conditional Use Permit, pay any outstanding project -related OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT processing fees. SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. I hereby declare under penalty of perjury that I have read the foregoing conditions that they are in fact the conditions which were imposed upon the granting of this Conditional Use Permit, and that 13. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET I agree to abide fully by said conditions. FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE Date: NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE Applicant DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER Division permits before starting construction, nor does it waive any other requirements. SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE cc: Land Development Division EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE Building Division COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. Environmental Health Division Butte County Fire Department/CDF Assessor's Office PERMIT #�._ _77--. ra ¢ ICES DATE _y C -A6/. G��SED ARCy�T #1 N o. C-28021 Exp. 08-17 s9�F 0F CAUF���\P Not valid unless signed in Ink by licensee. Revisions: File: 162.1353-T13.dwg Drawn By: AME Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 W WSC y J' a Oa U 5 O y M O w O >>a rn CJ 1:7 z� rn Ln Lei Ln u W � LL. E c (.� O � O o U Y o�I (n L ca O i a cn Q N a N N CD i Z o 4 o, 3 O 0 ((n w 11') V w Z =U 03 O W G��SED ARCy�T #1 N o. C-28021 Exp. 08-17 s9�F 0F CAUF���\P Not valid unless signed in Ink by licensee. Revisions: File: 162.1353-T13.dwg Drawn By: AME Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 J N O rn � rn Q o < U LL. O U U (n ZQ O ZQ Z O io ((n w 11') V w Z =U -)Cif O OO M oO U D Q W J W N OC W O Z Q ■� W W w 07 G��SED ARCy�T #1 N o. C-28021 Exp. 08-17 s9�F 0F CAUF���\P Not valid unless signed in Ink by licensee. Revisions: File: 162.1353-T13.dwg Drawn By: AME Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 CONDITIONS OF APPROVAL GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING 15. Any facility determined by the County to be detrimental to the health, safety, or welfare of • Post 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 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 NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. 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. is found to create a hazard to the public health, safety, and welfare. years, unless this term is changed through the permitting process. All fugitive dust mitigation measures required should be shown on grading and building 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED 16. Facilities that are not in use for a period of six months shall be considered abandoned and plans. In addition, the contractor or builder should designate a person or ns to monitor B• A permit granted under this article becomes invalid if an operator of a shall be removed. Abandoned facilities shall be designated as unlawful and as public 8� �rSO telecommunication facility ceases to operate the facility under the terms of this SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL g P 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 CONDITIONS AFFECTING THE PROPOSED PROJECT, WITH THE nuisances, requiring no amortization period. of dust offsite. Their duties shall include holidays and weekend period when work may becomes non-com pliant, the owner shall cease to o CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND 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 P operate the facility and remove it landscaping appropriate to the surrounding environment. All aesthetic treatments the District prior to land use clearance for ma recordation and finished from its location within 90 days of being informed that the permit has become CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR P gg p grading of area. invalid. TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR including 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 C. All permits for telecommunication facilities, regardless of the method by which DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE 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 ARCHITECT/ ENGINEER. 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 conforms to safety standards in FCC OET 65. The reports prepared for facilities shall Plan Requirements: Applicable measures shall be adhered to by the applicant, property the findings and conditions of approval under which the application was originally 3. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION conform to reporting requirements set by the FCC and the County. owners, and third -party contractors during construction activities. Measures shall be noted approved. The Zoning Administrator may require a public hearing for renewal of TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY 19. Facilities shall be secured at all times to prevent access by the public. on grading and building plans. a Conditional Use Permit for a telecommunication facility. ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION 20. Prior to issuance ofthe building permit for the installation of a telecommunications facility, 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. the applicant shall post a performance security in an amount and form determined by the construction periods. submittal of a certification by a licensed professional that the facility is being Zoning Administrator that is sufficient to cover the cost of a one-time test by a radio Monitoring: Butte County Department of Development Services operated in accordance with all applicable FCC standards for RF emissions. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT frequency consultant selected by the County, sufficient to determine whether the facility's Conditions of Approval: DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE RF/EMF emissions comply with FCC standards. 2. Mitigation Measure #2 - (Cultural Resources) FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, Should grading activities reveal the presence of prehistoric or historic cultural resources Planning Division 21. If the facility's emissions are determined to exceed FCC standards, the applicant shall a AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE Y PP pay (i.e. artifact concentrations, including arrowheads and other stone tools or chipping debris, . 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 1Mitigation Measure #1- (Construction Emissions) WORK UNDER THE CONTRACT. with FCC OET 65 and its successors. Continued noncompliance constitutes sufficient shall immediately cease until a qualified professional archaeologist can be consulted to The following best practice measures to reduce impacts to air quality shall be incorporated grounds to commence a permit revocation hearing which may lead to permit revocation. by the project applicant, subject property owners, or third -party contractors during 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS grP g Y Pe evaluate the find and implement appropriate mitigation procedures. Should human skeletal 22. Thea applicant shall coo remains be encountered, State law r construction activities on the project site. These measures are intended to reduce criteria pp perste in all respects with the County's consultant to assist the requires immediate notification of County Coroner air pollutants that may originate from the site during clearing and other ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS the course of land cl consultant to reach a conclusion. ((530) 538-6579). Should the County Coroner determine that the remains are in an NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE construction operations. PRECEDENCE. archaeological context, the Native American Heritage Commission in Sacramento shall be 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 Diesel PM Exhaust from Construction Equipment and Commercial On -Road Vehicles post a performance security in an amount and form determined by the Zoning Administrator that is sufficient to cover the cost of removal of the facility in the event that in determining the disposition of such remains. Greater than 10.000 Pounds 6. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED such facility is abandoned or subject to a revoked permit. Plan Requirements: Should cultural resources be discovered, the project proponent shall All on- and off-road equipment shall not idle for more than five minutes. Signs > shall SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, i d d i i b and/or sites to remind drivers and area queuing designated qg s aor jo notify the Planning Division and a professional archaeologist. The Planning Division shall be posted in the REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES 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 operators of the five minute idling limit. AND COMPLY WITH ALL LAWS ORDINANCES RULES REGULATIONS AND intention to remove the facility shall be provided to the County. The removal requirement resources and determine appropriate action. • Idling, staging and queuing of diesel equipment within 1,000 feet of sensitive receptors set forth in this section shall be included in the terms of lease for facilities on the property. is prohibited. ' LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY, COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL Timing: This measures shall be implemented during construction activities, including land 25. Within 60 days of abandonment, or discontinuance of use, ofatelecommunicationsfaeility, clearing, road construction, utility installationand site development. All construction equipment shall be maintained in proper tune according to the CODES BEARING ON THE PERFORMANCE OF THE WORK. the operator shall secure a Demolition Permit from the County and the facility shall be manufacturer's specifications. Equipment must be checked by a certified mechanic removed and the site restored to itsre-construction condition. Monitoring: Butte County Department of Development Services P P and determined to be running in proper condition before the start of work. 7. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A 26. If an abandoned or discontinued facility is not removed within 60 days, the County may 3. Mitigation Measure #3 - (Noise Reduction) • Install diesel particulate filters or implement other CARB-verified diesel emission FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST 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) control strategies. REVISIONS AND ADDENDUMS OR CLARIFICATIONS FOR THE USE BY ALL Public Works Installation of the proposed project generator, Generac Industrial Power Systems Model • Shall not operate a diesel -fueled auxiliary power system (APS) to power a heater, air PERSONNEL INVOLVED WITH THE PROJECT. SD030, 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 $, THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE FACT and existingdriveway restricted areas. SITE/FACILITY y 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 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 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 THIS FACILITY AND OR PROJECT SITE. the proposed chain link fence height from 6 to 8 feet and line the facility with an acoustical perk hour emissions. curtain (vinyl) product with a minimum STC (Sound Transmission Class) rating of 28 on USE PERMIT 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO the three sides of the facility directed towards the residential property located east of the Operational TAC Emissions PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. project site. applicable Airborne Toxic Control Measures (ATCMs) promulgated by the CA • All mobile and stationary Toxic Air Contaminants (YACs) sources shall comply with RE BUTTE COUNTY PLANNING COMMISSION DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR 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). DATE: (Certified Mail Rec.)SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO THE 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. CONSTRUCTION ON OR ABOUT THE PROPERTY. tall solid noise barrier, or increase the height of the chain-link fence and install an acoustical UP15-0001 curtain product with a minimum STC rating of 28. Fugitive Dust PERMIT NO. 12. CONTRACTOR SHALL SEE TO IT THAT GENERAL WORK AREA IS Construction activities can generate fugitive dust that can be a nuisance to local residents Timing: The selected sound barrier measure shall be shown on buildings plans submitted KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE and businesses near a construction site. Dust complaints could result in a violation of the to the Butte County Development Services Department, and constructed prior to final ing District's "Nuisance" and Fugitive Dust" Rules complaints and ou respectively. The following 063-210-013 OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT of the building permit. Prior to issuance of a Building Permit for the installation of the ASSESSOR'S PARCEL NO. SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT is a list of measures that may be rtxluired 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 Monitoring: The Butte County Department of Development Services shall review . Reduce the amount of the disturbed area where possible. conditions set forth below: Sacramento Valley Limited Partnership dba Verizon Wireless clo SMUDGES OF ANY NATURE. building plans for the facility and generator to ensure mitigation requirements have been Complete Wireless Consulting is hereby granted a Conditional Use Permit to construct a wireless dust from leaving thea site. A met. Building inspectors shall spot check and shall ensure compliance on-site. Use of water trucks ste. An adequate water supply source must be identified. ir 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 4. The telecommunication facilities shall comply with the applicable requirements under Increased watering frequency would be required whenever wind speeds exceed 15 mounted at the 110 -ft. elevation, a prefabricated equipment shelter, a standby diesel generator, FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE Butte County Code Sections 24-181, 24-182, 24-186 and 24-187. mph. Reclaimed (non -potable) water should be used whenever 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 P { p ) 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 codes. approved alternative method will be used. non-exclusive access and utility easement from Wagon Road. CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN 6. All facility operators shall submit certification from 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 ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER 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 SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE 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 ` I 7. No advertising or commercial display is permitted on any telecommunication facility. • Exposed ground areas that will be reworked at dates greater than one month after Revocation or Modification. ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS initial grading should be sown with a fast -germinating non-invasive grass seed and PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE 8. The placement of any antenna shall not adversely affect any on-site sewage disposal system watered until vegetation is established. 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 or its repair area without written approval from the Division of Environmental Health. be completed prior to or concurrently with the establishment of the granted use. The use COSTLY OR EXTENSIVE WORK UNLESS DIRECTED OTHERWISE. • 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, 10. All facilities shall have a 12 -foot -wide all-weather access to a publicly maintained road by the Butte County Air Quality Management District. Section 24-247 Time Limits and Extensions. 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 11. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 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 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 pp 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 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 a formal application for amendment. 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 ted is not established within two ears of by the controlling agency. � Y • 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 MF or radio frequency radiation in excess of the FCC adopted � y P 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. �. DATE----._ `llJ`/ZDY G v Q�J�vS.� s � N o. C- 21 Exp. 08-17 ATF OF CAL\F���\P Not Varid unless sic red in ink by licensee. Revisions: 0 File: 162.1353-T12.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 Wg US Q J L �$ O E U) 2Lo fY LO �a 0 Q U Li C. O Ln o� W Ln a v 0 W Z �U� Q O L 1- H Q � u U D > ate. t Y Y i Z i M O amQ Ram y�„ O O M C:) G 14 rn 3� LLO Q 0 W J W N W C_> G v Q�J�vS.� s � N o. C- 21 Exp. 08-17 ATF OF CAL\F���\P Not Varid unless sic red in ink by licensee. Revisions: 0 File: 162.1353-T12.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 Q C�4 O fY LO 0 Q U Li O Z C) Z Z �U� Q O 1- U D W L0 W Z 0ftn0f O O M C:) U LL_ LLO Q W J W N W O Z _J a�W LiJ W 0 Li w ce G v Q�J�vS.� s � N o. C- 21 Exp. 08-17 ATF OF CAL\F���\P Not Varid unless sic red in ink by licensee. Revisions: 0 File: 162.1353-T12.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 A.P.N. 063-210-013 EXISTING UTILITY POLE PROPOSED VERIZON EXISTING TREES WIRELESS POWER AND TO REMAIN TELCO P.O.0 � PROPOSED VERIZON � .r WIRELESS U/G POWER PROPOSED VERIZON WIRELESS 15'-0" WIDErC$ EQUIPMENT ALL—WEATHER ACCESS ROAD CAPABLE OF � � LAYOUT PLAN 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 m A.P.N. 063-210-010 AND UTILITY EASEMENT _�ld SEPTIC LEECH AREA SEPTIC LEECH REPLACEMENT AREA EXISTING OVERHEAD UTILITIES • SEPTIC TANKS le / r PROPOSED VERIZON WIRELESS 6'-0" r/ NON—EXCLUSIVE UTILITY EASEMENT EXISTING UTILITY POLE PROPOSED VERIZON WIRELESS TELCO P.O.0 �\ \ NN i \ \ PROPOSED VERIZON WIRELESS 6'-0" \\\ UTILITY EASEMENT \\ EXISTING PROPERTY I / \� BOUNDARY ' EXISTING I / HOSE BIB I / EXISTING BUILDING I / I / I / PROPOSED REPAIR AREA7.01,00,/ to/3 G-sc `2 /a rl"- cleC000, .00 c c65.01s • 100 I 0.0 OVERALL SITE PLAN SCALE: 1 " = 30.0' "?4A c�Sref -)clPo,✓ �U E _00 b r DATE_1l _____. �. Q v Z g Q 4 Q W ofUc F- F— V) Of�O J OO OO < W 0) > w p w cc 0 w J F— t w ��gEDr4RCy�� * o -28021 Exp. 08-17 OF CAL\F���\P Not Valid unless signed in ink by Rcensee. Revisions: Q -- Fi I e: 162.1353A11.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 WW.C ~U C_ S J o. ° U N EN a 02 U {Z� C �rE W O Ln u 00 v " w� E E Z= m P ii ca O Lnu r.. �L N Y L .0 aMQ �mN � (� w N fi_ No 3 j j. �; F z � U Q v Z g Q 4 Q W ofUc F- F— V) Of�O J OO OO < W 0) > w p w cc 0 w J F— t w ��gEDr4RCy�� * o -28021 Exp. 08-17 OF CAL\F���\P Not Valid unless signed in ink by Rcensee. Revisions: Q -- Fi I e: 162.1353A11.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 PROPOSED VERIZON WIRELESS INTERSEC PANEL MOUNTED ON UTILITY H—FRAM PROPOSED VERIZON WIRELESS HOODED � DOWNTILTED WORK LIGH' EXISTING SERVICE METEI EXISTING UTILITY POLE PROPOSED VERIZOI WIRELESS POWER AND TELCO P.O.( PROPOSED VERIZON WIRELES 200A SERVICE METER MOUNTE ON EXISTING UTILITY POL PROPOSED VERIZON WIRELE UNDERGROUND POWER & TEL( PROPOSED VERIZON WIRELES 6'-0" UTILITY EASEMEN QEXISTING GAS RISEF W n EXISTING UTILITY BOX TO REMAIL' r fV I 00 (2) PROPOSED VERIZON WIRELESS GPS ANTENNAS PROPOSED VERIZON WIRELESS 15'-0" ACCESS & UTILITY EASEMENT PROPOSED VERIZON WIRELESS SITE IDENTIFICATION SIGN MOUNTED ON ACCESS GATE PROPOSED VERIZON WIRELESS ICE BRIDGE 40'-0" PROPOSED VERIZON WIRELESS LEASE AREA 18'-0" 21'-0" 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 PROPOSED VERIZON WIRELESS TELCO BOX MOUNTED ON UTILITY H—FRAME PROPOSED VERIZON WIRELESS UL2200 CERTIFIED 30KW STANDBY DIESEL GENERATOR AND UL142 CERTIFIED 132 GALLON FUEL TANK PROPOSED VERIZON WIRELESS OUTDOOR CABINETS PROPOSED 18'-0"x18'-0" VERIZON WIRELESS EQUIPMENT PAD ANTENNA LAYOUT PLAN 'ROPOSED VERIZON WIRELESS MONOPINE 'AINTED FLAT BROWN 'ROPOSED 8'-0" TALL VERIZON WIRELESS ;RAIN LINK FENCE W/BARBED WIRE, 2'-0" ACCESS GATE & ACOUSTICAL ,URTAIN LINING WITH A STC RATING OF 28 PER COA #3) 'ROPOSED VERIZON WIRELESS =XTENT OF BRANCHES NO CONSTRUCTION IN EASEMENTS ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT -INCLUDING FOOTINGS, FOUNDATIONS, WALLS, EAVES AND ROOF EQUIPMENT LAYOUT PLAN SCALE: 1/4" = 1'-0" IY W O O LO cV W z J o- w Z w U Of w 0 r O LO r O N r 9 Q W J [n W J W z O IV w 0 w LO O Iz O w Iz 0 0 d - RIJTTF Cr vDATE__ W C W UJI 7 Jcn ars V (2) PROPOSED VERIZON WIRELESS 3"0 E y ow d0 U/G SCHEDULE 40 PVC CONDUIT TO Z CHARLES CABINET o IV ¢O U Q 0- w � PROPOSED VERIZON WIRELESS o UJI ao LA HOODED & DOWNTILTED WORK LIGHT w U W� 0 o w 0 Or- o En o PROPOSED VERIZON WIRELESS 7 U SURGE PROTECTOR MOUNTED iLSK N� V ♦ a Z= TO ICE BRIDGE Ln -4 Elk CD r fV I 00 (2) PROPOSED VERIZON WIRELESS GPS ANTENNAS PROPOSED VERIZON WIRELESS 15'-0" ACCESS & UTILITY EASEMENT PROPOSED VERIZON WIRELESS SITE IDENTIFICATION SIGN MOUNTED ON ACCESS GATE PROPOSED VERIZON WIRELESS ICE BRIDGE 40'-0" PROPOSED VERIZON WIRELESS LEASE AREA 18'-0" 21'-0" 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 PROPOSED VERIZON WIRELESS TELCO BOX MOUNTED ON UTILITY H—FRAME PROPOSED VERIZON WIRELESS UL2200 CERTIFIED 30KW STANDBY DIESEL GENERATOR AND UL142 CERTIFIED 132 GALLON FUEL TANK PROPOSED VERIZON WIRELESS OUTDOOR CABINETS PROPOSED 18'-0"x18'-0" VERIZON WIRELESS EQUIPMENT PAD ANTENNA LAYOUT PLAN 'ROPOSED VERIZON WIRELESS MONOPINE 'AINTED FLAT BROWN 'ROPOSED 8'-0" TALL VERIZON WIRELESS ;RAIN LINK FENCE W/BARBED WIRE, 2'-0" ACCESS GATE & ACOUSTICAL ,URTAIN LINING WITH A STC RATING OF 28 PER COA #3) 'ROPOSED VERIZON WIRELESS =XTENT OF BRANCHES NO CONSTRUCTION IN EASEMENTS ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT -INCLUDING FOOTINGS, FOUNDATIONS, WALLS, EAVES AND ROOF EQUIPMENT LAYOUT PLAN SCALE: 1/4" = 1'-0" IY W O O LO cV W z J o- w Z w U Of w 0 r O LO r O N r 9 Q W J [n W J W z O IV w 0 w LO O Iz O w Iz 0 0 d - RIJTTF Cr vDATE__ U O. -28021""" Exp. 08-17 ATF QF cauF°��\P Not yard unless si ned in ink bv rcensee. Revisions: Q -- Q -- Q -- Q File: 162.1353A21.dwg Drawn By: AME Checked B : m Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 W C W 7 Jcn ars V rn E y ow d0 Z a ¢O U Q 0- ck� ao LA ~ U W� 0 ¢�¢ w 0 Or- y o o�u 7 N en L a '0 iLSK N� V ♦ LA c 103 Z= Ln -4 Elk gN pg N8 W OR C U O. -28021""" Exp. 08-17 ATF QF cauF°��\P Not yard unless si ned in ink bv rcensee. Revisions: Q -- Q -- Q -- Q File: 162.1353A21.dwg Drawn By: AME Checked B : m Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 CV rn Z ¢O U 0- ck� ~ U U ¢�¢ 0 Or- O U ��V g LLJ LO Lirill Lc') O Z W C J Z) cy W 3 L;..i J I-- W 2 N U O. -28021""" Exp. 08-17 ATF QF cauF°��\P Not yard unless si ned in ink bv rcensee. Revisions: Q -- Q -- Q -- Q File: 162.1353A21.dwg Drawn By: AME Checked B : m Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 PROPOSED VERIZON WIRELESS MONOPINE PANTED FLAT BROWN PROPOSED VERIZON WIRELESS RRH UNITS NOTE: VERIZON WIRELESS TO INSTALL "NEEDLE SOCKS" ON ALL PROPOSED PANEL ANTENNAS & RRH UNITS. ALL ANTENNAS & ^EQUIPMENT EQUIPMENT SCHEDULE EQUIPMENT DESCRIPTION QUANTITY TOTAL SECTOR A SECTOR B SECTOR C SECTOR D ANTENNA TO BE DETERMINED 2 2 2 2 8 RRH RRUS12 1 1 1 1 4 TMA OR DIPLEXER N/A 0 0 0 0 0 SURGE PROTECTOR/HYBRID RAYCAP DC3315 / HYBRID TRUNK CABLE 1/1 1/1 COAXIAL CABLE 1 5/8" DIAMETER COAX 4 4 4 4 16 RET CABLE N/A 0 0 PROPOSED VERIZON WIRELESS ANTENNAS PROPOSED VERIZON WIRELESS SURGE PROTECTOR ANTENNA LAYOUT PLAN SCALE: 1/2" = 1'—O" 11ppmIT 7, D ARCy/TF � tiN o C-28021 Exp. 08-17 ATF OF CAL�F���\P Not valid unless signed In ink by licensee. Revisions: E W2.dwg : xxx B : TST NOTED 5/2015 Job No. 162.1353 W CV J(n a= Oa Ey Q) g� U L0 z� Z U `A C. < .0 V Q CEO W Z �Q ry w U r � u �— > C) Z o � O:f '- NIx cl:f o `^ 3 LA U son 8 ~ $ U) o w U -)w � W D ARCy/TF � tiN o C-28021 Exp. 08-17 ATF OF CAL�F���\P Not valid unless signed In ink by licensee. Revisions: E W2.dwg : xxx B : TST NOTED 5/2015 Job No. 162.1353 CV C3� L0 Z Q < U �Q ry w U r U �— Z C) Z O:f cl:f U U) ~ U) w U -)w Cif m o Q Z Z Ld i Z a Q ■� W J H W 2 N D ARCy/TF � tiN o C-28021 Exp. 08-17 ATF OF CAL�F���\P Not valid unless signed In ink by licensee. Revisions: E W2.dwg : xxx B : TST NOTED 5/2015 Job No. 162.1353 TOP OF MONOPINE TOP OF MONOPINE 125.0' A.G.L. — — — — — — — � � � �AEVMm � 125.0' A.G.L. — �' 41v� 0. Obb PROPOSED VERIZON WIRELESS SURGE w`� — — — — TOP OF STEEL . W TOP OF STEEL PROTECTOR MOUNTED ON ANTENNA STANDOFF _ 115.0' A.G.L. \z tiv av a As a"- \ j °�� as 115.0 A.G.L. as . � v "'NO a VERIZON WIRELESS ANTENNA CENTERLINE a a VERIZON WIRELESS ANTENNA CENTERLINE 110.0 A.G.L.00 110.0' A.G.L. r a PROPOSED VERIZON WIRELESS 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 BOTTOM OF BRANCHES 41.0' A.G.L. ——— ---- PROPOSED VERIZON WIRELESS_ OUTDOOR EQUIPMENT CABINETS PROPOSED VERIZON WIRELESS UL2200 CERTIFIED 30KW STANDBY DIESEL GENERATOR AND UL142- CERTIFIED 132 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. — — — -------- PROPOSED VERIZON WIRELESS RRH UNITS MOUNTED BEHIND ANTENNAS NOTE: POLE, ANTENNAS &ALL POLE—MOUNTED EQUIPMENT TO BE PAINTED FLAT DARK BROWN NOTE: POLE, ANTENNAS &ALL POLE—MOUNTED EQUIPMENT TO BE PAINTED FLAT DARK BROWN s .�, w♦�4�,....QF RSR\„ ���F.�Ww� .' 'Q'a`> A�3�v av\� gasa �W ���\ ��� .. � � �\\�� \,\ �.a?'�::^. Re_ H' •� tff\ \ S'14M 'ss WAWA Ell A 2 NORTH ELEVATION A3.1 SCALE: 1/8" = V -0 - FUTURE VERIZON WIRELESS MICROWAVE DISH, SIZE AND HEIGHT TO BE DETERMINED PROPOSED VERIZON WIRELESS MONOPINE PAINTED FLAT BROWN -PROPOSED VERIZON WIRELESS ICE BRIDGE -(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 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 3OKW STANDBY DIESEL GENERATOR AND UL142 CERTIFIED 132 GALLON FUEL TANK TOP OF FENCE 8.0' A.G.L. —---- PROPOSED VERIZON WIRELESS INTERSECT PANEL AND FIRE EXTINGUISHER MOUNTED ON UTILITY H—FRAME •kc��`�aa�aeA`�o v Aaa��� cV Vag tibv 'o S 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 Nwvliz s\� aa aaa \a PROPOSED VERIZON WIRELESS MONOPINE PAINTED F3�\Ia�aa\.\" .. a� FLAT BROWN \ wrwl 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) Provide FCC signage complying to the FCC requirements for Radio Frequency fields at perimeter of installation WEST ELEVATION SCALE: 1/8" = 1'-0" R1 117E GOUIN" DATE vG S No. C-28021 Exp. 08-17 CAUre, Not valid unless signed in ink by licensee, Revisions: Q -- File: 162.135IMl .dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 W i W.S dN- J� y a O U wn S o0 y 0� g� U U 47 Z� �Z Z5 M N o LIJ a0 Ln RV 2 v oUj� a� • E� U N E � u 7 Y .L y ae s =Cn � F llllll+++++�JJJJJJ d M Q rn� VSJi o�3 G Ln M"3� W C~ (V s 0fLLJ L0� 0 F— CU W vG S No. C-28021 Exp. 08-17 CAUre, Not valid unless signed in ink by licensee, Revisions: Q -- File: 162.135IMl .dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 dN- rn CC z �NO L w OI 2 = Z U Q U J W C~ (V 0fLLJ L0� F— CU oMo W O 0 JLLI � 111 J I -- Li w V) vG S No. C-28021 Exp. 08-17 CAUre, Not valid unless signed in ink by licensee, Revisions: Q -- File: 162.135IMl .dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 20'-0" ACCESS ROAD WIDTH W C rn C; C JCn U) 6" THICK CALTRANS CLASS 2 AGGREGATE U SITE ID# 249704 C) y rn 0� BASE ROCK ROURFACE, COMPACT TO AD DSRELATIVE Q U 4955 SCHOTT ROAD COMPACTION �o \ „ C) ULm FOREST RANCH CA 95942 2X6 P.T. INTERIOR HEADER ao Ln Cn 6" THICK 3/4" CRUSHED STONE BASE, ��� V W BOARD BETWEEN FENCE POSTS COMPACT TO 95% RELATIVE COMPACTION E� U FOR LEASE INFORMATION CALL FOR GRAVEL CONTAINMENT o u o� C/)V) � > U Y X–XXX–XXX–XXXX t Q CL Mr4 MIN. 1/4" PER FOOT SLOPE MIN. 1/4" PER FOOT SLOPE FOR 24 HOUR EMERGENCY SERVICE CALL w ,r) Ik OOd�-OLL. X–XXX–XXX–XXXX 2" THICK, 3/4" FCC TOWER REGISTRATION NO. CRUSHED STONE BASE ' Px H xxxxxxx MIRAFI 50OX HIGH //% //% Z PERFORMANCE WOVEN O w U 24 WIDE X 18 HIGH, 2 LETTERING STABILIZATION FABRIC a: I� // // // // // // // // // // // //// // // �/ �/ / \//\\//\\//\\//\ a o o o \\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/ v\/\\/\/\/\/\/\\\ /1�����/1_��/1�/1�/l�/l�/�— \\//\\//\\ \\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\\�I N MIRAFI 50OX HIGH–PERFORMANCE WOVEN ENGINEERED FILL PER GEOTECHNICAL REPORT, NOTE: GENERAL CONTRACTOR TO VERIFY STABILIZATION FABRIC COMPACT TO 95% RELATIVE COMPACTION PHONE NUMBERS AND REGISTRATION (� I ; I I—, I ; , I I -III -1 I ; I I—) _ 10 , , , , , , SCARIFY TO MIN. 8" BELOW EXISTING GRADE, MOISTURE ILLI NUMBERS W/ VER I ZO NPREPAREE SUBGRADE PER CONDITION AND COMPACT TO 95% RELATIVE COMPACTION TO FABRICATION —I GEOTECHNICAL REPORT V) 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) 8 SECTION THRU ACCESS ROAD PER COA 10) r5 SITE ID & CONTACT SIGNAGE 3 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 --1 2„„---- 8”----1 2»-- o ""X1 4” ANGLE BRACKET 3X3/ 1 0 0 , -- CABINET MOUNT POINTS (TYP. ®(6) O oo \`�` ,,. A`� ZVI . ,. 1p LOCATIONS) I y�,,, \�, I 3/8" U–BOLT NO. 9TIE WIRE ® ���� ,r ��}: i` � �„ 1 I o o TRAPEZE KIT 2 EACH EYELET } ��, �._� f 4> le » (2) 3 SCHEDULE l I I o r- e „ TIER 24 WIDE M �� s �§r�.�� 40 PVC CONDUIT STUB–UPS �_ I -------------- -----� 5" „ 3 1 2 PIPE COLUMN / » » 8"02" BLOCKOUT IN SLAB DIRECT BURIAL EACH SIDE l EQUIPMENT CABINET PLAN VIEW FOR CONDUIT STUB UPS o o „ " 3"0 SCH.40 PIPE GALV OR 3"0 RGS o CONCRETE FOOTING ACOUSTIFENCE Fx 3 k � b,a� FABRIC WITH STCaA,,x�pr.t��� t �, TYP. CONCRETE (2) 3"0 SCHEDULE 40 CONDUIT (GALV) (TYP) Z o SEE DETAIL BELOW 3 1/2" PIPE 3, S , RATING OF 28Y� xc��� o "zlml,STEEL SLAB SEE PLANS PVC CONDUIT STUB–UPS (P) 5"x8"0/2" THICK GALVANIZED o o COLUMN DIRECT BURIAL P BASE PLATE 00 o RISE ABOVE o m° FINISH GRADE e e e9 � � � 0' 1I - III= a. a A " (4) 1/2"x3 1 /4» EMBEDMENT STAINLESS �'�• TSP • 'Illi a` �I l i STEEL HILTI KB–TZ EXPANSION ANCHORS I a FINISH GRADE TYPICAL CABINET .a a ANCHORAGE, SEEBASE PLATE DETAIL – NOT TO SCALE 10'-0" LONG x 24" WIDE WAVEGUIDE e d PLANS \_12"02-x16" 3/4 BRIDGE KIT BY ANDREW, PART NUMBER ° °8 18" DIA. x 36" DP. SECTION VIEW STONE WRAPPED WB–K210–S OR EQUAL 2500 PSI CONCRETE WITH FILTER FABRIC a PIER FOOTING 10 ACOUSTIFENCE ATTACHMENT DETAIL(PER COA#3)COAX CABLE STUB–UP DETAIL �-� 2 ICE BRIDGE DETAIL ° UNISTRUT PIPE/CONDUIT PIPE CAP CLAMP P1119 OR P2558-35 OGALV. TYPICAL FOLLOW (TYPICAL) ` (GALV.) A4.1 SCALE: 1/2" = 1'-0" A4.1 SCALE: 3/4" = 1'-0" �-iSCALE: NONE GALV. BARBED WIRE 2" MESH x N0. 9 4„ POINT x N0. 12 GA., RECOMMENDATIONS ��� GA. GALV. CHAIN LINK 6 SPACING FOR BOLT TORQUE / FINISHED (2) 6" WIDE METAL DETECTABLE POLYESTER FABRIC 45' GRADE UNDERGROUND WARNING TAPE(S): EXTENSION EYE LOOP l—i "CAUTION: BURIED ELECTRIC LINE BELOW" "CAUTION: 1 1/4"0 STD. PIPE -----__--_ _ — — —_ —_ — BURIED TELEPHONE LINE BELOW" END OR CORNER Qpol AS REQ. EXTEND RACK POSTS 18" III -III -III ;. : I -III -III -11 I=111=1II—II II1=111111 POST, 2-1/2"0 x , u' LINE POST, 2"� STD. STD. PIPE \ ' PIPE \ TENSION BAR, �. ; T �� 3/8» STEEL TRUSS 1/4"x3/4" PROPOSED CABINET o FOR GPS ANTENNA o w „3"0 3 SCH.40 o 1=1I—) I ED I I—I o IIII=111=1II 1=111=111=1 Z I-1II-1II-1I' III=III-III _ 1=1 I 1=1 I I . ` 1=1 1=1 11= BACKFILL & PATCHING AS SPECIFIED BY PERMITTING AGENCY ROD W TIGHTNER / » " " HILTI KB–TZ SS., 1 /2 x F– 0 PIPE GALV. OR � � (GALV.)=1 I 1=1 I I .1=1 I 1=1 1/8"x3/4" STRETCHER o ® ALL CORNERS BANDS ® 12" O.C. N0. 9 GA. TIE WIRE » 3.25 EMBEDMENT ®EACH o RGS CONDUIT (GALV.) (TYP.) J • • I-1111 ._ III—I 1I I—III—III f ATTACHMENT POINT o —__ T (N) 1-4- PVC (TELCO) ®12" O.C. 1 1/4"STD PIPE UNISTRUT P5000 (GALV) ``- __-- .:. I=1 11=1 I ® CORNERS 1 1/4-0 STD. PIPE, ANCHORS, & ENDS NO TENSION WIRES I I 1=1 I I : E=l 11=1 I BOTTOM CONCRETE SLAB 11111 P :.1=111=1I (N) TBD" PVC (POWER) – SEE P.T. 2x6 HEADER BOARD FOR GRAVEL k — I — DRAWINGS FOR CONDUIT SIZE CONTAINMENT CONTAINMENT ® _ _ SHIM CABINET AS REQUIRED SEE BASE PLATE DETAIL ABOVE RUNNING FENCELINE FOR LEVEL BEARING BUTTE COM-` f� = s ` IR V! — Q a ONLY, STOP AT » » 16 � 36 DP. � ACCESS GATES, SEE TRENCH AS REQUIRED w ���"`" � x v I CONCRETE SLAB DATE.- --- -- — / _S. �`w—. 2500 PSI CONC DETAIL FTG ® CORNER °. 10'-0" MAX. 12"0 x 18" DP. 2500 NOTE: RESTORE GRADE TO ORIGINAL CONDITION OR BETTER. OR GATE POSTS PSI CONC FTG ® FILL WITH WELL COMPACTED BACKFILL. IF TRENCH IS UNDER CONCRETE PAD, ° INTERMEDIATE POSTS BACKFILL WITH CRUSHED STONE r9_"TYPICAL CHAIN LINK FENCE W BARBED WIRE 6 CABINET ANCHORAGE DETAIL 4 BOLT DOWN H–FRAME DETAIL 1 JOINT POWER TELCO TRENCH DETAIL �-iSCALE: 3/4" = 1'-0" �-iSCALE: 1-1/2" = 1'-0" �-iSCALE: 1/2"=V-0" �-iSCALE: NONE rN W C rn C; C JCn U) ao U S C) C) y rn 0� Q U �o \ „ C) ULm 0Iq ao Ln Cn ��� V W a ® E� U E o u o� C/)V) � > U Y i. t Q CL Mr4 y� U-) w U w ,r) Ik OOd�-OLL. Px H Xao rN c 9 /ARC,y, 11G;/S A C-28021 Exp. 08-17 CAL\F���\P Not valid unless signed in ink by licensee. Revisions: Q File: 162.1353J141.dwg Drawn By: AME Checked By: m Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 rn U) p _J C) U Q O ��� z O C/)V) ~ w U-) w U lQf ,r) Ik OOd�-OLL. H Z O w U a: J ILLI V) c 9 /ARC,y, 11G;/S A C-28021 Exp. 08-17 CAL\F���\P Not valid unless signed in ink by licensee. Revisions: Q File: 162.1353J141.dwg Drawn By: AME Checked By: m Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 1 TS/,fir,�0 o. -28021 Exp. 08-17 �9TF CF Not valid unless signed in ink b licensee. Revisions: Q -- Q File: 162.1353-A42.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 I� + W , 1 P2040.01 CROSSOVER PLATE 2-3/8' O.D. TO 4-1/2' O.D. 2 7.13 LBS Jen 2 UB -4240 1/2' X 2-1/2' X 4' GALV U -BOLT 2 1.44 LBS E y ao L0 3 T-381-8 5/8' X 8' GALV THREADED ROD 4 0.69 LBS rn 3 11 /2 DIAMETER ICE 3 1 /2" DIAMETER ICE 4 WF -05 5/8' GALV FLAT WASHER 12 0.06 LBS z� J_ No BRIIDGE POST BRIDGE POST 5 WL -05 5/8' GALV LOCK WASHER 12 6 N-05 5/8' GALV HEX NUT 12 0.09 LBS 0,04 LBS Q 1 1-4 7 UB -5456 5/8' X 4-5/8' X-6-1/2' GALV U -BOLT 21 1.88 LBS CABLE SUPPORT UNISTRUTRAYCAP SURGE on PROTECTOR (DC -3315) CD Am u_ SIDE VIEW 7 o� v FRONT VIEW FRONT VIEW Z m O u g Reg o � ' v�� O � (3) P1000 UNISTRUTS, o 12E w LENGTH AS REQUIRED o U p U Ln o U FOR RRH MOUNTING & CABLE SUPPORT UNISTRUT nj,o CABLE SUPPORT o EXISTING 2 STANDOFF MOUNTING BRACKET & Z W O HARDWARE PROVIDED BY 1 w w U EQUIPMENT MANUFACTURER UNISTRUT PIPE & (3) P1000 UNISTRUTS, CONDUIT CLAMPS LENGTH AS REQUIRED 3/8" x 3 1/2" DIAMETER w RAYCAP CABLING GALVANIZED STEEL U—BOLTS J W/SPLIT LOCK WASHERS (TYP. (6) LOCATIONS) NEW 2 3/8" GALV. ILL] STEEL PIPE MOUNT COMMSCOPE MODEL K'11"NOT USED K64RAYCAP SURGE PROTECTOR @ EQUIP. DC -3315 �.2SCALE: 1-1/2" = 1'-0" 3 STAND—OFF ARM PIPE MOUNT DETAIL#: XP— 197—S A4.2 SCALE: 1/4" = 1'-0" �.2SCALE: 1-1/2" = 1'-0" 3"0 SCH.40 PIPE 5" DOWNWARD FACING LED GALVANIZED STEEL (GALV) OR 3"0 RGSWORKLIGHT (LITHONIA OLW14) MOUNTING PIPE CONDUIT (GALV) (TYP) MOUNTED ON OUTDOOR RATED PASSIVE CONVECTION --.,,—RAYCAP SURGE O O JUNCTION BOX FANLESS ENCLOSURE PROTECTOR UNIT WEIGHT: +/— 57 LBS (P) 5"x8"x1/2" rho 00 THICK GALVANIZED ao °' rn STEEL BASE PLATE N TOP VIEW O • (4) 1/2"x3 1/4" EMBEDMENT STAINLESS 1" STEEL HILTI KB -TZ WALL MOUNTING EXPANSION ANCHORS AUTOMATIC TIMER �-- GALVANIZED STEEL BRACKET BY EQUIPMENT SECTION A -A SWITCH IN OUTDOOR .. MOUNTING PIPE MANUFACTURER RATED JUNCTION BOX o 0 (6 HOUR)�� � FRONT VIEW 1" RGS` (2) 3/8, CONDUIT RISER DIAMETER GALV. ul STL. U -BOLTS 2" SUPPORT POST RRUS12 NOTES: FRONT VIEW SIDE VIEW N TO ENSURE ADEQUATE AIRFLOW BETWEEN UNITS: o 2-3/8" DIAMETER - ALLOW A MINIMUM OF 15.75" VERTICAL SEPARATION BETWEEN RRH'S. GALV. STL. rA - ALLOW A MINIMUM OF 19.68" VERTICAL SEPARATION BETWEEN RRH AND ANTENNA. MOUNTING PIPE A — ALLOW A MINIMUM OF 7.87" HORIZONTAL SEPARATION BETWEEN RRH'S AND BETWEEN 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 10 NOT USED 8 WORKLIGHT DETAIL 5 REMOTE RADIO UNIT RRH MODEL ERICSSON RRUS12 2 RAYCAP SURGE @ ANTENNAS ��.2SCALE: 1/4" = 1'-0" A4.2 SCALE: NO SCALE A4.2 SCALE: 1-1/2" = 1'-0" �_2SCALE: 1-1/2" = V -0 - GALVANIZED STEEL , �'- 0 UNISTRUT P1000 GPS ANTENNA / \\ 0 0 UNIVERSAL PIPE ° ADAPTER KIT: ANDREW PART #: B1534 ANTENNA PIPE—MOUNT 1 � \ DOWNWARD FACING LED WORKLIGHT BRACKET AND DOWNTILT (LITHONIA OLW14) MOUNTED ON COAX CABLE ` l ADAPTER SUPPLIED BY OUTDOOR RATED JUNCTION BOX / ANTENNA MANUFACTURER I ICE BRIDGE POST � (2) 3/8" DIA. GALV. STL BOLTS, NUTS AND WASHERS \ GALV. STEEL CLAMPS ` 0 (TYPICAL) NEW 2-3/8" DIA. GALV. STL. / AUTOMATIC TIMER SWITCH IN GPS ANTENNA ANTENNA MOUNTING PIPE (D OUTDOOR RATED JUNCTION BOX (6 HOUR) UNIVERSAL PIPE NEW VERIZON WIRELESS ADAPTER KIT: ANDREW PANEL ANTENNA PART #: B1534 1" RIGS CONDUIT RISER TOWER—MOUNTED ANTENNA & ° PIPE MOUNT BRACKET(S) 'F`�'T# RL17 E s t i 1. UNISTRUT H—FRAME 5/8" DIAMETER THREADED ROD ATE_ DATE------- ICE ICE BRIDGE POST RRH (WHERE OCCURS) j" M 9 NOT USED 7 WORKLIGHT DETAIL 4 GPS ANTENNA MOUNTING DETAIL 1 TYPICAL ANTENNA MOUNT DETAIL �.2SCALE: 1/4" = 1'-0" �.2SCALE: 1-1/2" = 1'-0" �.2SCALE: 1-1/2" = V-0- �.2SCALE: 1" = 1'-0" TS/,fir,�0 o. -28021 Exp. 08-17 �9TF CF Not valid unless signed in ink b licensee. Revisions: Q -- Q File: 162.1353-A42.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 I� + W , cm Jen ao E y ao L0 O> rn (n '3a p z� J_ C) U Q 1 1-4 00 LnW z � Am u_ z E o a; 4A o� v .. Z m O u g Reg o � ' v�� O � 3 14 m 12E w ~ U p U Ln o U oa)o nj,o TS/,fir,�0 o. -28021 Exp. 08-17 �9TF CF Not valid unless signed in ink b licensee. Revisions: Q -- Q File: 162.1353-A42.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 I� + L0 rn (n p J_ C) U Q z � � O z v Z O � U1 w w ~ Ln U oa)o cf) V) Z W O w w U w J ILL] U) TS/,fir,�0 o. -28021 Exp. 08-17 �9TF CF Not valid unless signed in ink b licensee. Revisions: Q -- Q File: 162.1353-A42.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 I� + RAYCAP #4 FIBER CONNECTIONS (4 - 6 sector sites) Upper J � y :_ a0E Position 7 8 9 10 11 12 Fiber AWS - A2 AWS - A2 AWS - A2 AWS - A2 AWS - A2 AWS - A2 Connection OPEN OPEN OPEN OPEN OPEN OPEN VZW Color L00 Q t, M W z�W Code OPEN OPEN OPEN OPEN OPEN OPEN Lower Q ai "• u Y L ZZ = Z i ro O i a m Q IN Position 1 2 3 4 5 6 Fiber 850 850 850 850 850 850 Connection _ Alpha 1 Beta 1 Gamma 1 Delta 1 Epsilon 1 Zeta 1 Fiber Color C) Code BR/P/P/P/Y BR/P/P/P/B BR/P/P/P/O BR/P/P/P/Y/Y BR/P/P/P/B/B BR/P/P/P/P/0/0 Code Z W O Power Color R/P/P/Y R/P/P/B R/P/P/O R/P/P/Y/Y R/P/P/B/B R/P/P/O/O R/P/P/P/Y R/P/P/P/B R/P/P/P/O R/P/P/P/v/Y R/P/P/P/B/B R/P/P/P/P/O/O Code RAYCAP #1 FIBER CONNECTIONS (4 - 6 sector sites) Upper J � y :_ a0E Position 7 8 9 10 11 12 Fiber AWS - A2 AWS - A2 AWS - A2 AWS - A2 AWS - A2 AWS - A2 Connection OPEN OPEN OPEN OPEN OPEN OPEN VZW Color L00 Q t, M W z�W Code OPEN OPEN OPEN OPEN OPEN OPEN Lower Q ai "• u Y L ZZ = Z i ro O i a m Q IN Position 1 2 3 4 5 6 Fiber 700 700 700 700 700 700 Connection Alpha 1 Beta 1 Gamma 1 Delta 1 Epsilon 2 Zeta 2 Fiber Color C) Code BR/P/P/Y BR/P/P/B BR/P/P/O BR/P/P/Y/Y BR/P/P/B/B BR/P/P/O/O Power Color Z W O Code R/P/P/Y R/P/P/B R/P/P/O R/P/P/Y/Y R/P/P/B/B R/P/P/O/O RAYCAP #2 FIBER CONNECTIONS (4 - 6 sector sites) Upper J � y :_ a0E Position 7 8 9 10 11 12 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 L00 Q t, M W z�W Code BR/P/Y/P/W BR/P/B/P/W BR/P/O/P/W BR/P/Y/Y/P/W BR/P/B/B/P/W BR/P/O/O/P/W Lower Q ai "• u Y L ZZ = Z i ro O i a m Q IN Position 1 2 3 4 5 6 Fiber AWS AWS AWS AWS AWS AWS Connection Alpha 1 Beta 1 Gamma 1 Delta 1 Epsilon 1 Zeta 1 Fiber Color C) Code BR/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 Power Color Z W O Code R/P/Y/P R/P/B/P R/P/O/P R/P/Y/Y/P R/P/B/B/P R/P/O/O/P RAYCAP #3 FIBER CONNECTIONS (4.5 sector sites) Upper J � y :_ a0E Position 7 8 9 10 11 12 Fiber za U iYJ Z t Connection OPEN OPEN OPEN OPEN OPEN OPEN VZW Color L00 Q t, M W z�W Code OPEN I OPEN OPEN OPEN OPEN OPEN Lower Q ai "• u Y L ZZ = Z i ro O i a m Q IN Position 1 2 3 4 5 6 Fiber PCS PCS PCs PCS PCS PCS Connection Alpha 1 Beta 1 Gamma 1 Delta 1 Epsilon 1 Zeta 1 Fiber Color C) BR/P/Y BR/P/B BR/P/O BR/P/Y/Y BR/P/B/B BR/P/O/O Code Z W O Power Color LU U LU R/P/Y R/P/B R/P/O R/P/Y/Y R/P/B/B R/P/0/0 Code / �-! B4 --- RRU +A2 — N n - 1.-r:-'` + � „e„,..;,� ,f o Cascaded, �,3 e B2 & B 13 --- RRU A1&72MQ9--a scaded ire`ir`� W.tf S.> Rets cables always start at the AWS RRU and daisy chain to the other frequencies from there. RETs are always daisy chained b sectors do not dais chain J 1 y different sectors `rte ANS Antenna RET IVYRING EXANT E a , � _. M. M - RON I I I NO I Of NO% A -45 bb +45 AISG Alarms U -45 .Antenna RF Port i O :_: +45 a`n'y $ o° Non Cascaded +45 U AL -45 1 Antenna I RF Port B O RXB +45 a RiPort - DATA Cascaded O O RRt7S Plug male end of RET cable into the AISG port on the Alpha sector Rarer RiF�art -17A7R AWS RRH. -48v RF Port A RF Pmt H (D G) ��... Port 2. Plug the female end of the RET cable coming from the Alpha Po er -48 v -DATA AISG �y sector AWS RRH into the male AISG porton the Alpha sector of Po er -48 v - DATA AISG A� the AWS antenna. :@0' RAYCAP RAYCAP RAYCAP 0 0 ° 3. Plug mail end of another RET cable into the remaining male Power RF Port B RF Port A Power RF Port B ® ° RF Port ARAMPAISG port on the Alpha sector AWS Antenna and plug the female -48 V ° Fiber ° ° ° __ Fiber d8 - DATA AisG — end into the male AISG porton the Alpha Sector antenna of your n Out 1O CPRI O2 48 V u rl Out O CPRI O2 Power w, �alJ,;� other frequencies (700, PCS etc) until you have all alpha sector -48 V RF Pert B -- - — =g RF PodA ! antenna dais chained tog ether. In Out � cmFRRUS — A2 � - y fp- I RRUS— A2 Repeat the same process for each sector and each frequency. IRRUS — A2 Confidential and proprietarymaterial for auftmtzed Verizon Wireless personnel only. Use, disclosure or distribution of this material Is not permitted to any unauthorized persons or third parties except by written agreement Confidential and proprietary material for authorized Verbon Wireless personnel only. Use, disclosure or distribution of this material is not penT tted to any unauthorized persons or third parries except by written agreement Confidential and propriety material for authorized Verizon Wireless 4G- 3 yG; s yGF proprietary personnel only. Use, disclosure or distribution of this material Is not permitted to any unauthorized persons or third parties except by written agreement LZV jL_ s ” ,,tar 1 RRU RAYCAP CONNECTION GUIDE A4.3 SCALE: 1/4" = V-0" SEO�Aey�T .� S T F Siy�9N0 �A o. C-28021 " Exp, 08-17 � � OF CAUFC��\P Not valid unless signed In Ink by licensee. Revisions: Q -- FI I e: 162.1353-A42.dwg Drawn By: JCE Checked By: Tar Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 N J � y :_ a0E En M 41 a_ C> 55 za U iYJ Z t �rZE W O U 64wi/ in O LUn L00 Q t, M W z�W Cm � { f0 e Z Z o o� Q ai "• u Y L ZZ = Z i ro O i a m Q IN VS♦ O C � L ctO`�' 3�3 I rn 3 t� ~ LJJ LCA L L1 8 tf�Of 0 �t5U C) SEO�Aey�T .� S T F Siy�9N0 �A o. C-28021 " Exp, 08-17 � � OF CAUFC��\P Not valid unless signed In Ink by licensee. Revisions: Q -- FI I e: 162.1353-A42.dwg Drawn By: JCE Checked By: Tar Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 N •4- O U Q � Z Z Q v O:f Z O U) ~ LJJ LCA L L1 U tf�Of V) Z W O LU U LU J tD LiJ Ln SEO�Aey�T .� S T F Siy�9N0 �A o. C-28021 " Exp, 08-17 � � OF CAUFC��\P Not valid unless signed In Ink by licensee. Revisions: Q -- FI I e: 162.1353-A42.dwg Drawn By: JCE Checked By: Tar Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 GENERAC NDUSTRIAL GENERAC° INDUSTRIAL GENERAC® INDUSTRIAL W _ �8 US SD030 SD030 -t aoa SD030Industrial Diesel Generator Set - - Standard Features Configurable Options Ern ENGINE SYSTEM ALTERNATOR SYSTEM ENCLOSURE (•d selected) ENGINE SYSTEM ALTERNATOR SYSTEM ENCLOSURE OE ai E EPA Certified Stationary Emergency U 9 General • UL2200 GENprotect- • Rust -proof fasteners with nylon washers to protect General O Alternator Upsizing O Weather Protected =I5 • Oil Drain Extension • 12 leads (3-phase, non 600 V) finish O Oil Make -Up System O Anti -Condensation Heater O Level 1 Sound Attenuation ° • Air Cleaner • Class H insulation material • High performance sound-absorbingmaterial v- 0 O Oil Heater O Tropical coating O Level 2 Sound Attenuation �("� • Fan Guard • Vented rotor • Gasketed doors O Industrial Exhaust Silencer O Permanent Magnet Excitation O Steel Enclosure U) I • Stainless Steel flexible exhaust connection • 2/3 Itch • Stamped air-intake louvers _;, � r P� p O Aluminum Enclosure '� 1 • Critical Exhaust Silencer (enclosed only) • Skewed stator • Air discharge hoods for radiator -upward pointing fuel System CIRCUIT BREAKER OPTIONS O 150 MPH Wind Kit Standby Power Rating • Factory Filled Oil • Auxiliary voltage regulator power winding • Stainless steel lift off door hinges O Flexible fuel lines O 12 VDC Enclosure Lighting Kit 1 + -, • Radiator Duct Adapter (open set only) • Amortisseur winding • Stainless steel lockable handles O Primary fuel filter O Main Line Circuit Breaker O 120 VAC Enclosure Lighting Kit '^ _a xT 30 kW 38 kVA 60 HZ • Brushless Excitation • Rhino Coat- -Textured polyester powder coat O 2nd Main Line Circuit Breaker O AC/DC Enclosure Lighting Kit Fuel System • Sealed Bearings Engine Electrical System O Shunt Trip and Auxiliary Contact O Door Alarm Switch' • Fuel lockoff solenoid • Automated manufacturing (winding, insertion, TANKS (if selected) O 1 OA UL battery charger O Electronic Trip Breakers * -I - • Prima fuel filter lacing, varnishing) Prime Power RatlnQ - Primary g gi O 2.5A UL battery charger TANKS (Size on last page) • Rotor dynamically spin balanced (get tolerance) • UL 142 O Battery Warmer GENERATOR SET 27 kW 34 kVA 60 HZ cooling system • Full load capacity alternator • Double wall O Electrical Fuel Level fu E • ; - • Closed Coolant Recovery System • Protective thermal switch • Vents O Gen -Link Communications Software (English O Mechanical Fuel Level a; N • UV/Ozone resistant hoses • Sloped top Only) O 54 Gal (204.4 L) Usable Capacity U F • Factory -Installed Radiator GENERATOR SET • Sloped bottom O 8 Load Position Load Center ' _ ^_�- - _ � _ O 132 Gal (499.7 L) Usable Capacity •Y yp 11�4 -_• r s • Radiator Drain Extension • Factory pressure tested (2 psi) O 2 Year Extended Warranty O 211 Gal (798.7 L) Usable Capacity La e i g e m _0 _ Y �` ° ° `' • 50/50 Ethylene glycol antifreeze • Internal Genset Vibration Isolation • Rupture basin alarm O 5 Year Warranty O 300 Gal (1135.6 L) Usable Capacity 1 a • • • 120 VAC Coolant Heater • Separation of circuits - higlOow voltage • Fuel level O 5 Year Extended Warranty O 8" Vent Extension ' �•�•• •• ••.-•.d.•�� • Separation of circuits - multiple breakers • Check valve in supply and return lines O 13" Vent Extension � o W . Image used for illustration purposes only *EPA Certified Prime ratings are not available in the U.S. or its Territories Engine Electrical System • Silencer Heat Shield • Rhino Coat- -Textured polyester powder coat O 19" Vent Extension � � � 3 • Battery charging alternator • Wrapped Exhaust Piping • Stainless hardware • Battery cables • Silencer housed in discharge hood (enclosed only) CONTROL SYSTEM Codes and Standards Powering Ahead • Battery tray • Standard Factory Testing O 21 -Light Remote Annunciator O Remote E -Stop (Red Mushroom Type, Surface O Remote Communication - Ethernet • Solenoid activated starter motor • 2 Year Limited Warranty (Standby rated Units) O Remote RelayPanel 8 or 16 Mount Generac products are designed to the following standards: ( ) > O Gro Run Relay P g g For over 50 ears Generac has led the Indus with • Rubber -booted engine electrical connections • 1 Year Limited Warranty (Prime rated units) O Remote E -Stop Red Mushroom -Type, Flush y trY O Oil Temperature Sender with Indication Alarm P (O Ground fault indication and protection functions innovative design and superior manufacturing. • Silencer mounted in the discharge (enclosed only) O Remote E -Stop (Break Glass Type, Surface Mount) $ cOa: UL2200, UL508, UL142, UL498 Mount) O Remote Communication - Modem in 15 1:2 Generac ensures superior quality by designing and manufacturing most of its generator components,CONTROL SYSTEM NFPA70, 99,110, 37 including alternators, enclosures and base tanks, • Real/Reactive/Apparent Power • 15 channel data logging control systems and communications software. Engineered Options �a (� • All Phase AC Voltage • 0.2 msec high speed data lagging ENGINE SYSTEM ALTERNATOR SYSTEM ENCLOSURE N� • All Phase Currents • Alarm information automatically comes up on the • Oil Pressure display O Coolant heater ball valves O 3rd Breaker System O Motorized Dampers O• Generac's g variety P onsets utilize a wide varie of options, •Coolant Temperature O Block Heaters O Door switched for intrusion alert CD C NEC700, 701' 702, 708 •Coolant Level Alarms configurations and arrangements, allowing us to O Fluid containment pans . GENERATOR SET O Enclosure ambient heaters meet the standby ower needs of practically ever © • Engine Speed • Oil Pressure (Pre -programmable Low Pressure Y P P Y y Shutdown) TANKS • Battery Voltage CONTROL SYSTEM O Special Testing application. • Frequency • Coolant Temperature (Pre-programmed High Temp 1Control Panel • Date,Time Fault History (Event Log) Shutdown O IBC Seismic Certification O Overfill protection valve ISO9001, 8528, 3046, 7637, Pluses #2b, 4 • Coolant Level (Pre-programmed ow level O Spare inputs (x4) / outputs (x4) - H Panel Only O UL2085 Tank Generac searched globally to ensure the most reliable • Digital H Control Panel -Dual 4x20 Display •Isochronous Governor Control Shutdown) O Battery Disconnect Switch O ULC S-601 Tank • Programmable Crank Limiter • Waterproof/sealed Connectors • ow Fuel Pressure Alarm O Stainless Steel Tank engines power our generators. We choose only engines • 7 -Day Programmable Exerciser • Audible Alarms and Shutdowns that have already been proven in heavy-duty Industrial • Not in Auto (Flashing Light) • Engine Speed (Pre-programmed Over speed O Special Fuel Tanks (MIDEQ and FL DEP/DERM, etc.) NEMA ICS10, MG1, 250, ICS6, ABi y P ry ty • Special Applications Programmable PLC ( 9 9) Shutdown) O Vent Extensions V) application under adverse conditions. • RS -232/485 • Auto/Off/Manual Switch PP •Battery Voltage Warning N • All -Phase SensingDVR • E -Stop (Red Mushroom Type) •Alarms &warnings time and date stamped � W • Full System Status • NFPA110 Level I and II (Programmable) Alarms & Generac is committed to ensuring our customers' Y • Customizable Alarms, Warnings, and Events • conditions for transient and steady spate ANSI C62.41 g •Utility Monitoring 9 , . American iYafr°na! Standards l Service support continues after their generator • Low Fuel Pressure Indication • Modbus protocol • Snap shots of key operation parameters during Rating Definitions purchase. • 2 -Wire Start Compatible • Predictive Maintenance algorithm alarms & warnings QQ • Power Output (kW) • Sealed Boards • Alarms and warnings spelled out (no alarm codes) Standby -Applicable for a varying emergency load for the duration of a utility power outage with no overload capability. Q • Power Factor • Password parameter adjustment protection 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 every 12 hours. The U • kW Hours. Total &Last Run • Sin Q Prime Power option is only available on International applications. ,• Single P • oint ground = = Q Power ratings in accordance with ISO 8528-1, Second Edition dated 2005-06-01, definitions for Prime Power (PRP) and Emergency Standby Power (ESP). U U Q/ C)Q ry 2 1� p GENERAC• I INDUSTRIAL GENERAC® INDUSTRIAL � v� U) Q �, � �D GENERAC INDUSTRIAL W LIQ 11J W Qf Liz Of w SD030 application and engineering data SD030 operating data _ SD030 dimensions and weights* Z w ENGINE SPECIFICATIONS POWER RATINGS O " OPEN SET in Standby TIMUSABLE W General CoolingSvatem Single -Phase 120/240 VAC@1.Opf 30 kW Amps: 125 m H RHOUSE (L) CAPACITY LxWxHin(mm) WTlbs(kg)- Tank &Open Set W GAL Make Generac Cooling System Type Closed Recovery Three -Phase 120/208 VAC «0.19pf 30 kW Amps: 104 � 0 • � ` NO TANK - 76 (1930.4) x 38 (914.4) x 46 (1168.4) 2060 (934) EPA Emissions Compliance Stationary Emergency Water Pump Flow Pre-Lubed, Sell Sealing Three -Phase 120/240 VAC @0.8pf 30 kW Amps: 90 3 Z 2D . .. 54 (204,4) f6 (1030,10 x 30 (914A) x 59 (1496,6) 25411(1162) EPA Emissions Reference See Emissions Data Sheet Fan Type Pusher Three-phase 277/480 VAC 0480 30 kW AmpS- 46 Q • 48 132 (499.7) 76 (1930.4) x 38 (914.4) x 71 (1803.4) 2770 (1257) - - - - -" Cylinder# 4 Fan Speed (rpm) 2698 Three -Phase 346/600 VAC @0.8pf 30 kW Amps: 36 77. 211(799,7) 76(193e.4)>i38(9t4,4)x33(2f98,2)2970P15Rt). (� ( ) ( ) STARTING CAPABILITIES (sKVA) a 109 300 (1135.6) 93 (2362.2) x 38 (914.4) x 87 (2209.8) 3042 (1380) Type In -Line Fan Diameter mm In 560 22 L "int Displacement - L (cu in) 2.4 (146.46) Coolant Heater Wattage 1500 Bore - mm (in) 90 (3.54) Coolant Heater Standard Voltage 120 VAC sKVA vs. Voflage Dip ------------ ---- �---� - -•. STANDARD ENCLOSURE - i ■ Stroke - mm (in) 94 (3.70) 480 VAC 208/240 VAC i RUN TIME USABLE G j WT lbs (kg) - Enclosure Only Compression Ratio 21.3:1 Fuel System J Alternator kph 10% 15% 20% 25% 30% 35% 10% 15% 20% 25% 30% 35% d4 HOURS CAPACITY L x W x H in (mm) r • GAL (L) Steel Aluminum W � Standard 35 24 36 48 60 72 84 18 27 36 Aa 54 63 H Intake Air Method Turbocharged Fuel Type Ultra Low Sulfur Diesel Fuel Upsize 1 40 27 41 54 66 81 95 20 31 41 51 61 71o! ri- NO TANK - 95 (2413) x 38 (965.2) x 50 (1270) Cylinder Head Type Cast Iron Fuel Specifications ASTM Upsize 2 50 34 52 69 86 103 120 26 39 52 65 77 90 G 20 54 (204 4) 95 (2413) x 38 (005 2) x 63 (160n 2) W Piston Type Aluminum, Fuel Filtering (microns) 5 48 132 (499.7) 95 (2413) x 38 (965.2) x 75 (1905) 302 (137) 191 (87) cZ %Fuel Inlect_�tlrllp Distribution Injection Pump FUEL CONSUMPTION RATES* 77. 1111798 7) , a 95 {24 ) x 38 {965.2) x87 (2211981 Engine Governing Fuel Pump Type Engine Driven Gear Diesel - ooh (lob) L VV 109 300 (1135.6) 95 (2413) x 38 (965.2) x 91 (2311.4) Governor Electronic Isochronous injector Type Mechanlcal ED,AR� - Fuel Pump Lilt - ft (m) Percent Load gph (Iph) S - H Frequency Regulation Stead State 0.25% Fuel Supply Line - mm m 7.94 0.31 LEVEL 1 ACOUSTIC ENCLOSURE t�,� /T (Steady ) PP Y O ( ) 3 (1 } 25% 0.92 (3.5) - ■ �! __ u„ UN TIM USABLE WT lbs (kg) - Enclosure Only �G S F06 Refurn One - mm (in) - 7,94 (0.31) ' S0°b ti 1.45 (5.5) _ .. ■ 13 CAPACITY L x w x H l ( ) �� R E C C n mm Total Fuel Pum Flow fl4 ! HOURS GAL (L) Steel Aluminum Lubrication System p (Combustion + Return) 75% 1.96 (7.4) xP Oil Pump Type Gear Engine Electrical System 4.5 gph 140' 2,74 (10.4) M NO TANK - 113 (2870.2) x 38 (965.2) x 50 (1270) * Fuel supply installation must accommodate fuel consumption rates at 100% load. Qj _ _..___ .m 20 54 {204 4} 11$ {2870.?) x 36 {966,2) x63 (1ti0n 2) 0. C-2802 Oil Filter Type Full Flow System Voltage 12 VDC o 48 132 (499.7) 113 (2870.2) x 38 (965.2) x 75 (1905) 455 (206) 288 (131) Exp. 08-17 Crankcase Capacity - L is 6.2 6.52 Battery Size Alternator See Battery Index P Y (q) ( ) COOLING P - ,. � . � __.... - i7 0161970SBY Standby 109 300 (1135.6) 113 (2870.2) x 38 (965.2) x 91 (2311.4) F CAL�F� Baltery voltage 12 VDC Ct5olant Flow par Minute Bpm (Ipn3} 0 (38} L '�'' Not Valid unless signed in ink by licensee. Ground Polarity Negative Coolant System Capacity gal (L) 2.8 (10.95) LEVEL 2 ACOUSTIC ENCLOSURE Heal Refection to Coolant - __ :aTulhr 111,004 t USABLE WT lbs (kg) - Enclosure Only Inlet Air cfm (m3/hr) 4,500 (7647) RUN TIME CAPACITY L x W x H in (mm) ALTERNATOR SPECIFICATIONS HOURS ReVISIOnS: Max.Iv1az. OpOtAtinp Radiator Temp `F° (C°) 132 (5W ' GAL (L) Steel Aluminum 0(Co) gs NO TANK - 95 (2413) x 38 (965.2) x 62 (1574.8) -- Max. Ambient Temperature (before Berate) F C 104 (40) 20b4(204.4) z95 (241 x331465;2) x 75 (15) Maximum Radiator IaQkdressuie T in H Q - �> 0-5 -- Standard Model 390 Voltage Regulator Type Digital a 0 48 132(499.7) 95 (2413) x 38 (965 2) x 87 (2209.8) 460 (209) 291 (132) Nu�berof SensedPhases All 0 -- Poles 4---, 1 77 211'(798.7) 96{24t3i xae 0652) x96 (251n,6L Regulation Accuracy (Steady State) ± 0.25% COMBUSTION AIR REQUIREMENTS I 109 300 (1135.6) 95 (2413) x 38 (965.2 Field Type Revolving ) x 103 ( 2616.2 ) 0 -- Insulation Class -.Rotor H Standby 'All measurements are approximate and for estimation purposes only _. Sound BBA can be found on the /J �/ • L Ch t _ Flow at Rated Power cfm (m3/min) 90 (2.55) L W sound data sheet. Enclosure Only weight is added to Tank & Open Set weight todetermtne total weight.___ Insulation Class -Stator H -- --- _ 0IJ1TP Total Harmcnlc Distortion 5% YOUR FACTORY RECOGNIZED GENERRC INDUSTRIAL DEALER rt,.. r., r a "t Fide: 162.1353J161.dwg Telephone Interference Factor (TIF) < 50 ENGINE EXHAUST r t r �Q.: Standard Excitation synchronouB - __ _._ ._ . �l _- _ Drawn By: AMIE Standby Standby DATE_ (� Bearings Single Sealed Cartridge Rated Engine Speed rpm 1800 Exhaust Flow (Rated Output) cfm (m3/min) 230 (391) Checked B TST Horsepower at Rated kW** ho 49 Max.ackpressure (Post Silencer.) ;InHQ pa) Coupling Direct Flexible Disc - -- _-- -- -- - _�__.__ _._.__ Scale: AS NOTED Piston Speed ft/min (m/mfn) 1110 (338) Exhaust Temp (Rated Output) OF (°C) 850 (454) Capacity 100% sExhaust Outlet Size (Open Sat)' .mm (in)BMEP 153 Prototype, Circuit Test Ye Refer to`Emssions Data Sl ecl for mannum bHP for EPA and SCAQMD pem,Ming pu-poses date: 09/15/2015 Deration - Operational characteristics consider maximum ambient conditions. Derate factors may apply under atypical site conditions. Please consulta Generac Power Systems Industrial JOU N O. 162.1353 Dealer for additional details. All performance ratings In accordance with IS03046, BS5514, IS08528 and DIN6271 standards. Specification characteristics may change without notice. Dimensions and weights are for preliminary purposes only. Please consult:a Generac Power Systems Industrial Dealer for detailed installation drawings. Generac Power Systems, Inc. • S45 W29290 HWY.. 59, Waukesha, WI 53189 • generac.com ®2014 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Bulletin OK5085-C / Printed In U.S.A. 03/24/14 STANDBY GENERATOR DATASHEETS A691 �-iSCALE: NONE GENERATOR ATTACHMENT DETAIL SCALE: NO SCALE GENERATOR TANK STRUCTURE TYPICAL ANCHORAGE: 1/2" x 3-1/4" EMBEDMENT, HILT[ KB -TZ EXPANSION ANCHORS (TYPICAL® 8 LOCATIONS) CONCRETE SLAB SIGNS POSTED EACH APPROACH FACE OF GENERATOR NEPA 704 DIAMON TO BE MOUNTED ALL SIDES OF GENERATOR 10" �D`ATN�G -ERS 1 1 10"X14" ALUMINUM NO SMOKING SIGN 4 GENERATOR SAFETY SIGNAGE A SCALE: NONE RED BACKGROUND YELLOW BACKGROUND 3" HIGH LETTERING MIN. WHITE BACKGROUND BLUE BACKGROUND DASHED LINE INDICATES EDGE OF GENERATOR TANK FRAME / DASHED LINE INDICATES APPROXIMATE STUB l 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 40 PVC CONDUITS ROUTE TO SERVICE GROUND SECTION @ CONDUIT STUB UP SCALE: 1 " = 1'-0" R462 [R18.2"] R441 [R17.4"] NONLATCHING DOOR LATCHING DOOR LIMI, i �?��Jim.� r ���iQ� ��_j i -jm � ... ^ URIC I • LIFTING BRACKETS 40 X 60 SLOT 11.58' X 2.36'1 (4 PLACES) 430 [16.9"] TYP 437 X 945 (W X H) 880 X 945 (W X H) [17.2 X 37.21 [36.6 X 37.21 BOLT -ON PANEL / BOLT -ON PANEL 2234 [88"] OVERALL HEIGHT 1168 [46" 725 TYP [28.6"] 016.7 [0.66"] MOUNTING HOLES 570 (8 PLACES) [22.4"] 110 [4.3"] TYP TYP 1168 [46"] CENTER OF GRAVITY 1930 [76"] TANK LENGTH LEFT SIDE VIEW 422 [16.6"] 111 [4.4"] O O O • 94 • LOW VOLTAGE CUSTOMER-/ CONNECTION BOX Q (NOTE 8) PRIMARY CB CONNECTION J/ BOX OPENING PRIMARY HIGH VOLTAGE STUB -UP AREA WITH GLAND PLATE Q (NOTE 7) LOW VOLTAGE STUB -UP AREA • (NOTE 8) STUB -UP AREA DETAIL VIEW 2X SCALE 965 [38"] OVERALL WIDTH 1551 [61.1-] 660 [26"] TANK HEIGHT 18.5[0 .7"1 421 250 r Q C, NOTE: TEMPORARILY SEAL TOP OF CONDUITS WITH TAPE OR OTHER METHOD TO KEEP 104.INSIDE AREA CLEAN 92 [3.6"] 120 89 [4.7"] [3.5"] 80 [3.2"] 194 [7.6"] 384 777 [15.1"] [30.6"] TANK STUB -UP AREA 1 "0 C. (TELCO) 3"0 C. (POWER) #2 CU. SOLID GROUND WIRE TO LIFER 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) CONDUIT STUB -UP & ANCHORAGE DETAIL SCALE: 1" = 1'-0" RECOMMENDED ELECTRICAL STUB -UPS (SEE DETAILED VIEW & TOP VIEW) DESCRIPTION INSIDE BASE HIGH VOLTAGE STUB -UP AREA THAT THE GENERATOR INSTALLA11ON COMPLIES WITH ALL APPLICABLE 2 0 O J CODES, STANDARDS, AND REGULATIONS. SEL FUEL a o NO OP1 awtr1110�. m A (GLAND PLATE INCLUDED) 14. UNIT IS SHIPPED WITH FUEL SUPPLY AND RETURN LINES DISCONNF_CTED LOW VOLTAGE STUB -UP AREA AND PLUGGED BETWEEN ENGINE AND FUEL TANK. THIS HAS BEEN DONE 1) TRANSFER SWITCH/ TO FACILITATE PRESSURE TESTING OF THE TANK IN THE FIELD. COMMUNICATION CONDUITS. FOR INFORMAiON REGARDING CONNECTING THE FUEL SUPPLY AND E:O: B START MUST NOT BE RUN IN PROCEDURE (OE5082) SUPPLIED IN THE TANK LOOSE VENTS KIT, WHICH IS CONDUIT WITH AC WIRING. SHIPPED WITH 1HIS GENERATOR. (SEE NOTE 8) 15. SEE DRAWING OC3850 FOR DISCHARGE DUCT REMOVAL. REMOVAL OF SEPARATOR DUCT WILL PROVIDE ACCESS TO MUFFLER FOR SERVICING. RIGHT -SIDE VIEW C"r!T# WEIGHT DATA: (INCLUDES EMPTY FUEL TANK) Pi.J?TF COut (SHOWN WITH DOORS REMOVED) GENERATOR: 1318 KG (2905 LBS) F GENERATOR WITH WOODEN SHIPPING SKID: 1377 KG (3035 LBS) coo) Z UNITS: mm(INCHES]D!^,Tt. NEPA 704 DIAMON TO BE MOUNTED ALL SIDES OF GENERATOR 10" �D`ATN�G -ERS 1 1 10"X14" ALUMINUM NO SMOKING SIGN 4 GENERATOR SAFETY SIGNAGE A SCALE: NONE RED BACKGROUND YELLOW BACKGROUND 3" HIGH LETTERING MIN. WHITE BACKGROUND BLUE BACKGROUND DASHED LINE INDICATES EDGE OF GENERATOR TANK FRAME / DASHED LINE INDICATES APPROXIMATE STUB l 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 40 PVC CONDUITS ROUTE TO SERVICE GROUND SECTION @ CONDUIT STUB UP SCALE: 1 " = 1'-0" R462 [R18.2"] R441 [R17.4"] NONLATCHING DOOR LATCHING DOOR LIMI, i �?��Jim.� r ���iQ� ��_j i -jm � ... ^ URIC I • LIFTING BRACKETS 40 X 60 SLOT 11.58' X 2.36'1 (4 PLACES) 430 [16.9"] TYP 437 X 945 (W X H) 880 X 945 (W X H) [17.2 X 37.21 [36.6 X 37.21 BOLT -ON PANEL / BOLT -ON PANEL 2234 [88"] OVERALL HEIGHT 1168 [46" 725 TYP [28.6"] 016.7 [0.66"] MOUNTING HOLES 570 (8 PLACES) [22.4"] 110 [4.3"] TYP TYP 1168 [46"] CENTER OF GRAVITY 1930 [76"] TANK LENGTH LEFT SIDE VIEW 422 [16.6"] 111 [4.4"] O O O • 94 • LOW VOLTAGE CUSTOMER-/ CONNECTION BOX Q (NOTE 8) PRIMARY CB CONNECTION J/ BOX OPENING PRIMARY HIGH VOLTAGE STUB -UP AREA WITH GLAND PLATE Q (NOTE 7) LOW VOLTAGE STUB -UP AREA • (NOTE 8) STUB -UP AREA DETAIL VIEW 2X SCALE 965 [38"] OVERALL WIDTH 1551 [61.1-] 660 [26"] TANK HEIGHT 18.5[0 .7"1 421 250 r Q C, NOTE: TEMPORARILY SEAL TOP OF CONDUITS WITH TAPE OR OTHER METHOD TO KEEP 104.INSIDE AREA CLEAN 92 [3.6"] 120 89 [4.7"] [3.5"] 80 [3.2"] 194 [7.6"] 384 777 [15.1"] [30.6"] TANK STUB -UP AREA 1 "0 C. (TELCO) 3"0 C. (POWER) #2 CU. SOLID GROUND WIRE TO LIFER 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) CONDUIT STUB -UP & ANCHORAGE DETAIL SCALE: 1" = 1'-0" RECOMMENDED ELECTRICAL STUB -UPS (SEE DETAILED VIEW & TOP VIEW) DESCRIPTION INSIDE BASE HIGH VOLTAGE STUB -UP AREA THAT THE GENERATOR INSTALLA11ON COMPLIES WITH ALL APPLICABLE 1) AC LOAD LEAD CONDUIT AREA. CODES, STANDARDS, AND REGULATIONS. 2) 12240 VAC FROM UTILITY (BVOTHERS) A (GLAND PLATE INCLUDED) 14. UNIT IS SHIPPED WITH FUEL SUPPLY AND RETURN LINES DISCONNF_CTED LOW VOLTAGE STUB -UP AREA AND PLUGGED BETWEEN ENGINE AND FUEL TANK. THIS HAS BEEN DONE 1) TRANSFER SWITCH/ TO FACILITATE PRESSURE TESTING OF THE TANK IN THE FIELD. COMMUNICATION CONDUITS. FOR INFORMAiON REGARDING CONNECTING THE FUEL SUPPLY AND COMMUNICATIONS AND 2 -WIRE B START MUST NOT BE RUN IN PROCEDURE (OE5082) SUPPLIED IN THE TANK LOOSE VENTS KIT, WHICH IS CONDUIT WITH AC WIRING. SHIPPED WITH 1HIS GENERATOR. (SEE NOTE 8) 15. SEE DRAWING OC3850 FOR DISCHARGE DUCT REMOVAL. REMOVAL OF I--- 43 (1.7-1 299 NOTES. [11.8"] 2407 [94.8"] 1. CONTROL PANEL INCLUDES BATTERY CHARGER WITH THREE PRONG CORD. TANK STUB -UP OVERALL LENGTH 2. 150OW 120VAC ENGINE BLOCK HEATER WITH THREE PRONG CORD. AREA DISCHARGE 3.12 VOLT NEGATIVE GROUND SYSTEM, AIR INTAKE TYP EACH SIDE (NOTES 9 & 11) 4. GENERATOR MUST BE GROUNDED. AND REAR (NOTE 10)+ 5. CENTER OF GRAVITY & WEIGHT MAY SHIFT SLIGHTLY DUE TO Jf UNIT OPTIONS. 6. STUB -UPS: BASE TANK REQUIRES ALL STUB -UPS TO BE IN THE REAR TANK STUB -UP AREA. CONTROL PANEL 7. HIGH VOLTAGE STUB -UP AREA INCLUDES THE AC LOAD LEAD CONNECTION (NOTE 1) q Ing TO THE MAIN LINE CIRCUIT BREAKER, THE NEUTRAL CONNECTION, LOW VOLTAGE CUSTOMER AND AUXILIARY 120/240V CONNECTION. CONNECTION BOX 8. CONNECTION POINTS FOR CONTROL WIRES. BOTTOM OF LOW VOLTAGE (NOTE 8) CUSTOMER CONNECTION BOX HAS KNOCKOUTS FOR 1/2" AND 3/4" CONDUIT FITTINGS. DISCHARGE 9. MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST. SEE SPEC MAIN LINE CIRCUIT----- BREAKER DUCT SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. (NOTE 15) 10. MUST ALLOW FREE FLOW OF INTAKE AIR. SEE SPEC SHEET FOR MINIMUM 1, Lai HIGH VOLTAGE AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. CONNECTION BOX 11. GENERATOR MUST BE INSTALLED SUCH THAT FRESH COOLING AIR (NOTES 4 & 7) J IS AVAILABLE AND THAT DISCHARGE AIR FROM THE RADIATOR 1282 [50.5"] M LCB 1277 [50.3"] LOW VOLTAGE STUB -UP 818 [32.2"] CLEARANCE TO BOTTOM OF iArvn MUMCONNEC11ON BOX REAR VIEW GENERIC POVER SYSTEMS OWNS THE COPYRIGHT OF THIS GRAVING VH IC H IS SUPPLIED IN CO WHENCE AND MUST NOT X USED FM ANY PURPOSE OTHER THAN FUR WFOCCi IT IS SUPPLIED VM* IJT TIE EXPRESS VRITTEN CONSENT OF GEIERAC POWER SYSTEMS. © GEfERAC POWER SYSTM 2001 INSTALLATION DRAWING • IS NOT RECIRCULATED. 12. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE • THAT THE GENERATOR INSTALLA11ON COMPLIES WITH ALL APPLICABLE COOLANT CODES, STANDARDS, AND REGULATIONS. • • OVERFLOW 13. 132 GALLON USEABLE CAPACITY BASETANK IS INCLUDED WITH GENERATOR. OIL FILTER 14. UNIT IS SHIPPED WITH FUEL SUPPLY AND RETURN LINES DISCONNF_CTED i OIL DRAIN AND PLUGGED BETWEEN ENGINE AND FUEL TANK. THIS HAS BEEN DONE ANK ; _ TO FACILITATE PRESSURE TESTING OF THE TANK IN THE FIELD. TUB -U = �� # ( NPT) FOR INFORMAiON REGARDING CONNECTING THE FUEL SUPPLY AND AREA ; a ;RETURN LINES PRIOR TO START UP, SEE THE FUEL TANK FIELD TESTING NOTE 6 _ , (IN BOX) PROCEDURE (OE5082) SUPPLIED IN THE TANK LOOSE VENTS KIT, WHICH IS -----M SHIPPED WITH 1HIS GENERATOR. FUEL 15. SEE DRAWING OC3850 FOR DISCHARGE DUCT REMOVAL. REMOVAL OF SEPARATOR DUCT WILL PROVIDE ACCESS TO MUFFLER FOR SERVICING. RIGHT -SIDE VIEW C"r!T# WEIGHT DATA: (INCLUDES EMPTY FUEL TANK) Pi.J?TF COut (SHOWN WITH DOORS REMOVED) GENERATOR: 1318 KG (2905 LBS) F GENERATOR WITH WOODEN SHIPPING SKID: 1377 KG (3035 LBS) coo) Z UNITS: mm(INCHES]D!^,Tt. Ln C�C[I�C[�aC� aco�cc� INSTALL SD030 Q u 9Cff19R0& %usauhg DIESEL 2,4L G16 V W P.D. BOX 8 _ ��� WAUKESHA, WIS. 53187 L2A Y02 SSM O FILE NAME 0J7500B,DWG SIZE C� N O U c. SCALE 1= 3 0 FIR EST 0066710 s f0 O i' d M Q 132 GAL BASETANK Y N `? C G o 3 N A 3 3 Ln0NEE DWG NO. OJ7500B REV C ISSUE DATE,, 01/15/14 STANDBY GENERATOR INSTALLATION DETAIL SCALE: NONE Frr: D ARCylS * N C-2802 Exp. 08-17 �qTF OF CAL1F0��`P Not valid unless signed in ink by licensee. File: 162.1353-A62.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 W H m �8 W S �i JN �� O °s < U EU, C a =g 9. 11 ( 6 " Z -46 Ln LLQ Q V W 0 _ ��� O L C� N O U c. o Y s f0 O i' d M Q a y NN p � Y N `? C G o 3 N A 3 3 Ln0NEE LV _ 3 8 I Z m �S W Frr: D ARCylS * N C-2802 Exp. 08-17 �qTF OF CAL1F0��`P Not valid unless signed in ink by licensee. File: 162.1353-A62.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 U -)Z rn O < U ~ C Z ~O Z � = U Z ��� O � 0 Q I_LI W Z LV W 3 I Z m 0 Z J w N Frr: D ARCylS * N C-2802 Exp. 08-17 �qTF OF CAL1F0��`P Not valid unless signed in ink by licensee. File: 162.1353-A62.dwg Drawn By: AME Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 NOT USED SCALE: NONE 6 NOT USED A6.3 SCALE: NONE 5 NOT USED A6.3 J SCALE: NONE NOT USED SCALE: NONE NOT USED SCALE: NONE GENERATOR SET (8) TOTAL 1/2- DIA GS BOLTS, NUTS & WASHERS, (1) PER ATTACHMENT POINT BETWEEN GENERATOR AND TANK 132 GAL FUEL TANK (UL 142) GENERATOR FUEL TANK ATTACHMENT DETAIL SCALE: 1/2" = 1'-0" OD5365G 27 1561 110 570 14,3X 25,4 SLOT 299 (ELECTRICAL STUP APPROVED FOR PRODLCTI ONi TYP TYP TOP & BOTTOM UP AREA -REMOVABLE STUB—UP SIGNATURE (16) TOTAL AREA END PLATE NOT SHOWN) ----------------------- FUEL SUPPLY 3"NPT PRIMARY CONTAINMENT PRINTED NAME W/ CHECK VALVE 1 1/4"NPT EMERGENCY VENT AND FUSIBLE LINK PIPE PLUG FUEL ----------------------- SAFETY SHUT OFF CUSTOMER RETURN COMPANY NAME VALVE OPTION W1 CHECK TYP 876 777 160 SENS ❑R VALVE DATE A A 49.5 - ' 255 GENERATOR FLUID RETAINMENT BASIN (APPROX. 53 LITER - 14 GALLON CAPACITY) FUEL RUPTURE BASIN (APPROX, 696 LITER - 184 GALLON CAPACITY) FLUID CONTAINMENT TOTAL CAPACITY (APPROX. 749 LITERS - 198 GALLONS) 385 130 675 so -825 -960 TYP 1165- 4 f-% 165—Ori AA 18.5 1 TYP �-- NORMAL VENT FUEL FILL FUEL GAUGE AND SENDER TO E -PANEL NOTE, TANK SHALL BE MARKED WITH 3" HIGH LETTERS TO INDICATE DIESEL FUEL USE ONLY AND CAPACITY IN GALLONS, 3/031 - A I DIM 500 WAS 528 1930 a. SECTION A -A 101 438 59 143.5 GENERATOR FLUID RETAINMENT BASIN LEAK DETECTION SWITCH (PROVIDES ALARM AT E -PANEL WHEN RETAINMENT BASIN IS APPROXIMATELY 50% FULL) 149.5 3"NPT SECONDARY CONTAINMENT EMERGENCY VENT 500 A/ )F.= LUPNI'L P` :WED FO!-� _ SECONDARY CONTAINMENT �/ LEAK DETECTI❑N SWITCH oafs... ___._ EST WT. �G /s DRAWING TITLE 1No. C-28021 Exp. �qrF SUBMITTAL, 132 TANK W/ BASIN, GALLON V ERIZON - 'INAL VT. D❑ NOT SCALE MATERIAL ALL DIMENSI❑NS AND T❑LERANCING PER ASME Y14.5M-1994 Z UNLESS OTHERWISE SPECIFIED , DWN JMG DATE 10-25-02 MFG DATE ALL XX DIM. ---- }1 MM ALL XX.X DIM.---- tl MM CHKD DATE APPD DATE ALL ANGLES ----- fl' ¢ ¢ FOR PRODUCTION BY DATE ALL PUNCHED HOLES -i0d WRELEASED ALL PROFILED HELES— *I HM �[►�I�LaC� [�OM�IC�[� P.O. 300 8 WAUKESHA, WIS. 53187 NAME 0D5365G-A.DWG SIZER SCALE 1 = 1b ust 3,OL DIESEL DWG NO. REV OD5365G A U.L. 142 CERTIFIED, 132 GALLON TANK DETAIL SCALE: NONE W6 Ll .y a0 °� Ey a) tn a) V H Ci g Iq z �Z 00 Ln cn Wrn E L CC � C N O c > b+ O \ e s L L S C M CA VVVVVVIffIII a 41 Ol N `_'Za �Lni m 3 �" u■eeuu � � 8 o� SED RCy�l �G /s 1No. C-28021 Exp. �qrF 08-17 OF CAUF���\P Not valid unless si ned in Ink by licensee. Y N �- Z ~ rn ¢ ¢ Z Ov O Qf .. J Z Z 0 cif U V) N w w LCA C) � 0 W ILL. LLI � W a: W U N lq- ■� JJ LLI SED RCy�l �G /s 1No. C-28021 Exp. �qrF 08-17 OF CAUF���\P Not valid unless si ned in Ink by licensee. Revisions: FFile: 162.1353.A61.dwg wn B : xxx ecked I : TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 SEISMIC DESIGN CRITERIA AND OVERTURNING CALCULATIONS STRUCTURAL NOTES v �S J (n 0a) U GENERAL STRUCTURAL NOTES z� MST AMSTrchitects, Inc. 1520 River Park Drive Sacramento, CA 95815 f � MST Architects, Inc. 1520 River Park Drive 1.. ALL NEW WORK SHALL BE IN CONFORMANCE WITH THE 2013 CALIFORNIA BUILDING CBC TITLE 24, PART 2 CODE, , Design Maps Summa Report ELM 9 p � p Ln Ln Q AR' ITEC"t'$ Sacramento, CA 95815 2.. FOUNDATION DESIGN PRESSURES PER CHAPTER 18A OF CBC: User -Specified Input rn L - _ W > � r Q Report Title Forest Ranch c0 rn m a a Zn N}; p rr^^ V/ H c � �t3 G Ln rl 3 U DL + LL = 1,500 PSF Wed August 12, 2015 00:13:28 UTC Project Name: Forest Ranch 39.887 latitude Forest Ranch Project Name: O 39.887 latitude DL + LL + LATERAL = 2,000 PSF Building Code Reference Document ASCE 7-10 Standard U 4955 Schott Road -121-665 longitude 4955 Schott Road -121.665 longitude 3. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED NATIVE SOILS OR ENGINEERED FILL (which utlQes USGS hazard data available in 2008) wLnw Cif Forest Ranch, CA 95942 Forest Ranch, CA 95942 TOT� AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH Site Coordinates 39.8870N, 121.665°W O w CHAPTER 18 OF THE 2013 CBC Equipment Data: I Equipment Data: nt-- 1• Site Soil Classification Site Class D - 'Stiff Soil" Weight = 3230 lbs Weight = 2274 lbs c 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON Risk Category I/II/III 0 Length, L = 7.92 ft COG, x = Width b= 3.17 ft COG y= • -= .Width,, 3.96 ft 4 Anchors/length 1 58 ft 2 Anchors/width Length, L = 2.50 ft COG, x = b 2 50 ft COG y = 1.25 ft 1 ft .25 2 Anchors/length 2 Anchors/width THE JOB _ - �,pj -- - - R- - - - ; A,,��, Height, h = 7.25 ft COG, z = 3.63 ft 8 Total Anchors Height, h = 6.00 ft COG, z = 3.00 ft 4 Total Anchors 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT WHERE A CONFLICT OCCURS ON ANY OF -= 5000m ,x, zA 14 D THE CONTRACT DRAWINGS OR DOCUMENTS. CONTRACTOR IS NOT TO ORDER 2013 CBC /ASCE 7-10, Chapter 26, Wind Loads 2013 CBC/ASCE 7-10, Chapter26, wind Loads m d W MATERIAL OR CONSTRUCT ANY PORTION OF THE STRUCTURE THAT IS IN CONFLICT 4` (eq. 27.3 1) qz = 0.00256KzKztKdV2 Kz = 0.85 (table 27.3-1) Kz, = 1.00 (sect. 26.8.2) (eq. 27.3 1) qz 0.00256KzKzrKdV2 Kz K x = 0.85 (table 27.3-1) = 1.00 (sect. 26.8.2) UNTIL CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES = 19.58 Kd # if /1� a _ SR E5(CFIU'tl qr = 0.90 (table 26.6-1) V = 100.00 (fig. 26.5-1) qz = 19.58 Kd = 0.90 (table 26.6-1) CONCRETE NOTES .r Y V = 100.00 (fig. 26.5-1) .� d( R (eq.29.5 1) F = gzGCiAt qz = 19.58 (eq.27.3-1) G = 0.85 (sect. 26.9.1) (eq.29.5 1) F = gzGCtAf qz G = 19.58 (eq. 27.3-1) = 0.85 (sect. 26.9.1) 1. 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI -318. CONCRETE FOR SHELTER FOUNDATIONS, EQUIPMENT &GENERATOR SLABS: F = 1242.06 # C, = 1.30 (fig. 29.5-1) F = 324.60 # C, = 1,30 (fig. 29.5-1) MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A 4" F M E R I C A� ``` A f = 57.40 A = 15.00 MAXIMUM SLUMP. - 3. CONCRETE FOR FENCE POSTS, H -FRAME POSTS, STOOPS & MISC: 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 ton 6a milkPquest 42s is148FQMs!lo e�ts4 0is i ®PIyQmest (eq. 13.3-1) Fp = 0.4apSDSWp (R 7/v) (1+2(z/h)) Site Class = (table F 1.00 (earthquake.usgs.gov) 0.4apSDSWp (eq. 13.3-1) Fp = (R 7/v) (1+2(z/h)) Site Class F _ D (table 20.3-1) = (table MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS WITH A 4 " MAXIMUM SLUMP. uSGs-Provided Output * *' Fp not required to be greater than: Ss = 0.644 (earthquake.usgs.gov) * * * Fp not required to be greater than: Ss = 0.644 (earthquake.usgs.gov) 4. REFER TO TOWER DESIGNER FOUNDATION DRAWINGS FOR CONCRETE SPECIFICATIONS SS = 0.644 g SIs = 0.827 g SOS = 0.552 g (eq. 13.3-2) Fp = 1.6SoS /P WP SMS=Fa Ss = 0.64 (eq. 11.4-1) (eq. 13.3-2) F = 1.6s / W - °: SMS=F, Ss = 0.64 (eq. 11.4-1) FOR TOWER FOUNDATIONS Sl = 0.265 g 811 = 0.496 g Sml = 0.331 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and p ( r9 ) *** Fp shall not be taken as less than: (eq. 13.3-3) F - 0.35 / W - OS SOS = 0.43 (table 1 .6- AP = 1.0 (table 13.6-1) RP = 2.5 (table 13.6-1) p p ° *** ,=p shall not be taken as less than: (eq. 13.3-3) Fp - 0.3Sos IpW, SOS AP Rp = 0.43 (table 1 .6- = 1,0 (table 13.6-1) = 2.5 (table 13.6-1) 5. 6,. ALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. LAP ALL REINFORCING 40 BAR DIAMETERS (24" MINIMUM) UNLESS NOTED OTHERWISE p p p /v _ deterministic ground motions in the direction of maximum horizontal response, please return to the application and = 1.5 (sect. 13.1.3) /p = 1,5 (sect. 13.1.3) ON DRAWINGS. select the "2009 NEHRP" building code reference document. Calculated Values: Wp = 3230.00 (data above) z = 1.00 1 Calculated Values: Wp z = 2274.00 (data above) = 1,00 7. MAINTAIN MINIMUM 3" COVER AT ALL REINFORCING STEEL UNLESS NOTED OTHERWISE. MCER Response Spectrum! Design Response Spectrum 0.39 (eq. 13.3-1) Fp = 998.5 # (eq. 13.3-2) Fp = 3328.2 # h = 1.00 1 (eq. 13.3-1) Fp = 702.9 # (eq. 13.3-2) Fp 2343.1 # h = 1.00 STEEL NOTES 0.90 0.0 (eq. 13.3-3) Fp = 624.0 # Use Fp = 998.46 # = (eq. 13.3-3) Fp = 439.3 # Use Fp = 702.94 # 0.91 0.54 Calculate Anchor Forces: (Wind Governs) Calculate Anchor Forces: (Seismic Governs) 1. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM WITH THE AISC 0-63 0.42 SPECIFICATIONS AND THE 2013 CBC Case #1 along Length, L Case #2 along Width, b Case #1 along Length, L Case #2 along Width, b S 0.54 0 0.36 I Fp = 1242.06 Ib Fp = 1242.06 Ib Fp = 702.94 Ib Fp = 702.94 Ib 2.. MATERIALS: 0.45 0.30 Mor = 4502 ft/lbs Mor = 4502 ft/lbs Mor = 2109 ft/lbs MOLflT = 2109 ft/lbs W SHAPES ASTM A-992, GRADE 50 0.zz 0.19 M, = 12785 ft/lbs Tie1 M, = 5114 ft/lbs T„et M, = 2843 ft/lbs M, = 2843 ft/lbs. C SHAPES, L SHAPES &PLATES ASTM A-36 = -7004 Ib = -100 Ib Tnet = -449 Ib Tie1 = -449 Ib 0.19 °.1z T,xha = -3502 Ib T„�,,� = -25 Ib Th., = -225 Ib T n t., = -225 Ib RECTANGULAR HSS ASTM A-500, GRADE B 003 °.0G PIPES ASTM A-53, GRADE B 0.00 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Anchorage into concrete slab. - Anchorage into concrete slab: MACHINE BOLTS & U -BOLTS ASTM A-307, GRADE A USE HILTI 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 Period, T (sec) Period, T (sec) HIGH STRENGTH BOLTS ASTM A-325, TYPE 1 each bolt GF 2312# static tension, 2207# seismic tension per ES Report ESR -1917 each bolt GF 2312# static tension, 2207# seismic tension per ES Report ESR -1917 ANCHOR BOLTS ASTM F-1554, GRADE 36 For PGA„, T� CRS, and Cal values, please view the detailed report. HEAVY HEX NUTS ASTM A563A WASHERS ASTM F436 Although this Inforrnation is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of the data contained thein. This tool is not a substitute for technical Subject -matter 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 7. FINISHES: MST Architects, Inc. MI, _T 1520 River Park Drive MST MST Architects, Inc. 1520 River Park Drive ALL EXTERIOR STEEL AND HARDWARE TO BE HOT DIP GALVANIZED PER THE FOLLOWING STANDARDS: :4R(::HITE(-:TS Sacramento, CA 95815 AR�CHITE C'TLS Sacramento, CA 95815 STRUCTURAL SHAPES ASTM A-123 Forest Ranch 39.887 latitude Project Name: Project Name: Forest Ranch 39.887 latitude HARDWARE & FASTENERS ASTM A-153 4955 Schott Road -121.665 longitude 4955 Schott Road -121.665 longitude Forest Ranch, CA 95942 Forest Ranch, CA 95942 POST -INSTALLED CONCRETE ANCHORS: ---------- Equipment Data: ___ - _ V I Equipment Data: 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 Width, b = 2.33 ft COG, y = 1.17 ft 2 Anchors/width Length, L = 2.00 ft COG, x = Width, b = 2.00 ft COG, y = 1.00 ft 2 Anchors/length 1.00 ft 2 Anchors/width "HILTI" 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 2. INSTALL ANCHORS PER MANUFACTURER'S PUBLISHED INSTRUCTIONS AND IN 2013 CBC / ASCE 7-10, Chapter 26, Wind Loads 2013 CBC / ASCE 7-10, Chapter 26, Wind Loads ACCORDANCE WITH ICC -ES REPORT ESR -1917 KZ = 0.85 (table 27.3-1) (eq. 27.3-1) qz = 0.00256KzKzrKdV2 Kn = 1.00 (sect. 26.8.2) (eq.27.3-1) qz = 0.00256KzKztKdV2 Kz = 0.85 (table 27.3-1) Ke = 1.00 (sect. 26.8.2) 3. PERIODIC SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH 2013 CBC SECTION 1705.1.1 AND TABLE 1705.3, ITEM 4. qz = 19.58 Kd = 0.90 (table 26.6-1) qz = 19.58 Kd = 0.90 (table 26.6-1) V = 100.00 (fig. 26.5-1) V = 100.00 (fig. 26.5-1) (eq. 29.5-1) F = gzGCfAf qz = 19.58 (eq. 27.3-1) G = 0.85 (sect. 26.9. 1) (eq.29.5-1) F = gzGCfAf qz = 19.58 (eq. 27.3-1) G = 0.85 (sect. 26.9.1) F = 353.46 # Cf = 1.30 (fig. 29.5-1) F = 281.32 # Cf = 1.30 (fig. 29.5-1) At = 16.33 Af = 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 0.4apSDS Wp Site Class =©(table 20.3-1) (eq.13.31) Fp = (1+2(zlh)) 0.4apSDSWpplp) (1+2(z/h)) (eq. 13.3-1) Fp = Site Class = �0 (table 20.3-1) (RP /lp) Fs = 1.00 (earthquake.usgs.gov) (R/ F. = 1.00 (earthquake.usgs.gov) *'* Fp not required to begreater than: Ss = 0.644 (earthquake.usgs.gov) *** Fp not required to begreater than: Ss = 0.644 (earthquake.usgs.gov) (eq. 13.3-2) Fp = 1.6SOs Wp SMs= F, Ss = 0.64 (eq. 11.4-1) (eq. 13.3-2) Fp = 1.6Sps 1p Wp SMs= F, Ss = 0.64 (eq. 11.4-1) SOS = 0.43 (eq. 11.4-3) SOS = 0.43 (eq.11.4-3) Fp shall not be taken as less than: AP = 1.0 (table 13.6-1) *** Fp shall not be taken as less than: Ap= 1.0 (table 13.6-1) RP = 2.5 (table 13.6-1) (eq. 13.3-3) Fp = 0.3SOs /pWp 1p (eq. 13.3-3) F p = 0.3Sos !pWp R = 2.5 (table 13.6-1) = 1.5 (sect. 13.1.3) /p = 1.5 (sect. 13.1.3) Wp = 1118.00 (data above) Wp = 375.00 (data above) Calculated Values: z = 1.00 (eq. 13.3-1) Fp = 345.6 # h = 1.00 1 Calculated Values: (eq. 13.3-1) Fp = 115.9 # z = 1.00 h = 1 1.00 (eq. 13.3-2) Fp = 1152.0 # (eq. 13.3-2) Fp = 386.4 # (eq. 13.3-3) Fp = 216.0 # Use Fp = 345.60 # (eq. 13.3-3) Fp = 72.5 # Use Fp = 115.92 # Calculate Anchor Forces: (Wind Governs) Calculate Anchor Forces: (Wind Governs) Case #1 along Length, L Case #2 along Width, b Case #1 along Length, L Case #2 along Width, b Fp = 353.46 Ib Fp = 353.46 Ib Fp = 281.32 Ib Fp = 281.32 Ib Mor = 1237 ft/lbs Mor = 1237 ft/lbs Mor = 914 ft/lbs Mor = 914 ft/lbs Mr = 1304 ft/lbs M. = 1304 fUlbs M. = 375 fblbs M, = 375 ft/lbs T"t = 63 Ib Tnet = 63 Ib T,ncha T Tnet = 577 Ib T..1.1 T„et = 577 Ib T,ncha = 32 Ib wha = 32 Ib = 288 Ib = 288 Ib 7il,JITE COUN w ` e3r u('i = �• i, �'c Anchorage into concrete slab: Anchorage into concrete slab:,,^^+nn RE`s USE HILTI 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 4 `-�-- each bolt GF 2312# static tension, 2207# seismic tension per ES Report ESR -1917 each bolt GF 2312# static tension, 2207# seismic tension per ES Report ESR -1917 LTE CABINET OVERTURNING MISC CABINET OVERTURNING SEO ARCy7T TS+/y'�� 0. C-28021 -- Exp. 08-17 9/4� OF CAL\F���\P Not yaGd unless signed in Ink by licensee. Revisions: 0 -- 0 -- FI I e : 162.1353-S 10.dwg Drawn By: ac Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 .S U v �S J (n 0a) U a z� Vz Cd 0C>Ln Ln Ln Q V W E 1= rn L � " 4 � u W > � r Q c0 rn m a a Zn N}; p rr^^ V/ H c � �t3 G Ln rl 3 U 8 O tY X00 U SEO ARCy7T TS+/y'�� 0. C-28021 -- Exp. 08-17 9/4� OF CAL\F���\P Not yaGd unless signed in Ink by licensee. Revisions: 0 -- 0 -- FI I e : 162.1353-S 10.dwg Drawn By: ac Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 U J Q U Cd Q rn rn � W � Q O U � � U O tY U U V)V) W wLnw Cif O TOT� V O w W c W 0 w Z J NQ L.I. D U W (10 W SEO ARCy7T TS+/y'�� 0. C-28021 -- Exp. 08-17 9/4� OF CAL\F���\P Not yaGd unless signed in Ink by licensee. Revisions: 0 -- 0 -- FI I e : 162.1353-S 10.dwg Drawn By: ac Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 cn o w z z n o D O cn M Z N n N U p 1.► \ m no m M ? .� O o s �� C) ��c(n G) Z m = �' 1'-0" MIN 6" MIN. o I" 0 o I-, 1-.__.- 1 __. , '--._ NE-1 I=- I I-= �_........ ... o M z N =1 M 18'-0 71J " I- o D 1=�i ill l,;,i 10 M D m N � Zm II • TI a C7 s (J) O Z O(n Z is 0 7 U D �c m�E:�,I m� MI;.;_E M r- C4 ! 1 Cs I 3" CLR. o0 ilYii3 I I I I � _ E W. I" S111 I I (M II_i1 MII { -"i I I 7z CID I €1 I= BOO it 1 11I; cn z 11 F 1'_0" o0� c) O0 {Ii. I r� o O I Z ' =j 00 m Cn s m M C13 M Cn O cz . CO --,I � � c j-= to _ o M o N M c7 M o ZL O C C G7 cn p 11 M mZ �z ILII 11I.:11Ig_ etD � I ( -11 E� II O i 117 F_ NE I I I (� CD s L ---- ---- ----- ---- ----- - !Ii= cn� ----------------------- _ I'Tl -; Z I" ;VIII � m -'ils_ C_ O O N tv z 0 N 01 f 1., Z O O Z 1- I1 m Z m a p O s I-1 11- 3sr-- o m —{ E] 11- M f 0 -� omC S N O m T1C O Z ZO 11 -i 1 1 11-I l 1 p � rn `r;/��\ 07? -111 '; • 4 , N m z °° 17-- M • a 11 �r m V-219 " cn 4 JI 00 0 i � 6 i O O N (nn L4 o cn n o CD 0 s m DCD CD O CD N 7V CD -4 - o CD N 0-rn .�w a �c 0 DDDD o CD 0 s m O� � x� N 7V CD 0 5'-10" o 2. 0 s m r � x� N 7V O -4 FOREST RANCH \W01- �ff 4955 SCHOTf ROAD verI70n wweLE 5'-10" 0 0 s 1 SHEET TITLE: STRUCTURAL ss FOREST RANCH, CA 95942 DETAILS MST ITECiS 1520 River Park Drive, Sacramento, CA 95815 916-567-9630 COMPLETE COPPPoGHf, ►,IS7 ARCHITECTS, INC. N1. RIGHTS RESERyED. Wireless Consulting, Inc. THES DRA NGS AND SPECIFlCATIONS, AS INSTRUVENIS OF SERVICE; ARE AND SHALL RE�,IAIN THE PROPERTY OF I€iSf ARCHITECTS, INC., WHETHER THE PROJECTS FOR WHICH THEY ARE ►JADE IXECLITID OR NOT., THESE DRA�jINGS AND SPEgFICATIONS SHALL NOT BE USED BY ANY PERSON OR E1�j11TY ON OTHER PROJECTS �fTHOUi PRIOR �RrTTEN CONSE?-(f OF THE ARCHITECT. PANEL CIRCUIT AND LOAD SCHEDULE DESIGNATION: PANEL "VERIZON" LOAD LOAD PER PHASE (VA) c 4' 0 a Ir N W 0 a 3 u a 0. 3 a 3 v a 3 w 0 a 0. = m m 0 LOAD PER PHASE (VA) LOAD PHASE PHASE DESCRIPTION QTY UNIT VA A B A B UNIT VA QTY DESCRIPTION 1 0 ❑ U �-- U) I— THWN Verify 12 1 20 1200 QfL0� 1200 1 MISC CAB 2 3 0 ❑ J THWN Verify 12 1 20 ❑ 180 180 1 EXTERIOR GFCI RECEPTACLE 4 S 0 ❑ THWN Verify 12 1 20 ❑ 36 18 2 EXTERIOR LIGHTS 6 7 0 ❑ N THWN Verify 12 1 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 P LA NT R ECE PTACLE 1 180 180 ❑ 20 1 12 Verify THWN I ❑ 0 14 15 48V PLANT RECT #1 1 1600 1600 1210 20 1 1 2 10 Verify 1 THWN THWN Verify 10 2 1 20 1600 1600 1 48V PLANT RECT #5 16 18 17 1 1600 1600 2 R 1600 1600 1 19 48V PLANTRECT#2 1 1600 1600 R❑� 20 2 10 Verify THWN THWN Verify 10 2 20 1600 1600 1 48V PLANT RECT #6 20 21 1 1600 1600 ❑r 2 1600 1600 1 22 23 25 48V PLANT RECT #3 1 1600 1600 2 20 2 10 Verify THWN THWN Verify 10 2 20 ❑� 1600 1600 1 48V PLANT RECT #7 24 1 1600 1600 9 � 1600 1600 1 26 J27 48V PLANTRECT #4 1 1600 1600 � 20 2 10 Verify THWN THWN Verify 10 2 20 a 1600 1600 1 48V PLANTRECT#8 28 29 1 1600 1600 1600 1600 1 30 Subtotal Continuous 6400 6400 7600 6400 Subtotal Continuous Subtotal Non -Continuous 180 0 276 1860 Subtotal Non -Continuous 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 3R Outdoor Mount: Surface TOTAL KVA = 35.82 Total Amperage = 149.23 TO SERVICING UTILITY 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 SERVICE METER &DISCONNECT• I SERVICING UTILITY 200A, 120/240V, 10, 3W, NEMA 3R, SURFACE—MOUNT, FIELD LOCATE ON EXISTING E CUSTOMER OWNED POWER POLE / GND 200/2P SERVICE DISCONNECT _1J SERVICING UTILITY PROVIDES, INSTALLS & CONNECTS CONDUCTORS 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 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, FOR DISTRIBUTION PANEL LAYOUT, SCHEDULE AND SPECIFIC LOAD INFORMATION REFER TO SHELTER MANUFACTURER'S SHOP DRAWINGS AND SPECIFICATIONS. * 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. 5'f MAIN SERVICE DISCONNECT UTILITY SUPPLY B B 10, 3W FROM METER I I N N 0 O 0 0 #4 MAIN BONDING JUMPERo 0 0 GND GROUNDING ELECTRODES ILC DISCONNECT EQUIPMENT GROUND BAR EQUIPMENT GROUNDING CONDUCTOR NOTE: MINIMUM RATING FOR ALL SERVICE EQUIPMENT SHALL BE 10,000 AIC (TYPICAL) FULL MODE TVSS B ac N 0 0 0 0 0 0-0-1 GND 0 0 0 0 MAIN SERVICE DISCONNECT AT SERVICE METER NEMA 3R ENCLOSURE FULL MODE TVSS 0 0 0 AUTOMATIC TRANSFER SWITCH (ATS) #2 AWG STRANDED INSULATED CU TO MASTER GROUND BAR 1 0 0 0 0 0 0 0 I MASTER GROUND BAR #2 BARE SOLID TINNED CU TO EXTERIOR GROUND RING #2 AWG STRANDED INSULATED CU TO OTHER REQUIRED GROUNDS 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 NOTE: 1. THIS INSTALLATION SHALL BE COMPLIANT WITH NEC ARTICLE 250.32 (B) NEC INTEGRATED LOAD CENTER (ILC) NEMA 3R ENCLOSURE ATS GROUND BAR EQUIPMENT GROUNDING CONDUCTOR —o A B Lo_N 0 0 0 0 0 0 n] 1• 0 0 01 VGVCRHIVR �IVVIV—JCI'HRHI CLi _� DERIVED SYSTEM) K'2 **NN UTILITY SERVICE LAYOUT E1.1 J SCALE: NONE INTEGRATED LOAD CENTER: NORTHERN TECHNOLOGIES 200A, 120/24OV, 10, 3W NEMA 3R ENCLOSURE, WITH INTEGRATED TVSS, 2P AUTOMATIC TRANSFER SWITCH & ELECTRICAL DISTRIBUTION SECTION. GROUND—MOUNTED ON CONCRETE EQUIPMENT PAD GENERATOR OUTPUT CIRCUIT BREAKER GENERATOR NEUTRAL BAR #2 AWG STRANDED INSULATED CU TO SERVICE GROUND ,00/2P Al 200/2 — STANDBY GENERATOR: GENERAC SYSTEMS 120/240V, 10, 3W, 3OKW 200/2P MAIN DISCONNECT I —� LOCATED ON GEN CHASSIS � n n n EU �Sj GND � • 200/2P MAIN DISCONNECT LOCATED ON GEN CHASSIS GND GROUNDING CONDUCTOR: / 1" GRC C. W/(1) #2 THWN / T CU. TO SERVICE GROUND #2 THWN CU TO GND HALO ® EQUIPMENT SLAB NOTE: ALL ABOVE GROUND CONDUITS SHALL BE GRC, UNDERGROUND CONDUITS SHALL BE SCHED. 40 PVC PROVIDE WATER TIGHT COUPLINGS BELOW GRADE 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 1 ELECTRICAL ONE -LINE DIAGRAM E1.1 j 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 BU1 E COUTt DATE C__ J D J Q U OfF— U W J W ��gED RChiT /S � N o. C-28021 Exp. 08-17 q O CAl \F Not valid unless si ned in ink b licensee. E FI I e: 162.1353-E11.dwg Drawn By: AME Checked By: TsT Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 C� Ln M Q Q U z � 0 z iQf U �-- U) I— tn V) QfL0� omo J w J w N J D J Q U OfF— U W J W ��gED RChiT /S � N o. C-28021 Exp. 08-17 q O CAl \F Not valid unless si ned in ink b licensee. E FI I e: 162.1353-E11.dwg Drawn By: AME Checked By: TsT Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 #2 AWG FROM EQUIPMENT GROUNDING RING TO GENERATOR #2 GENERATOR TO SERVICE GROUND 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 EQUIPMENT GROUND TO H—FRAME (TYP.) EGB ® EQUIPMENT CABINETS SITE GROUNDING RING #2 AWG #2 GATE(S) TO GROUND RING (TYP.) #2 AWG 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 BONDED 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 5/8"00' LONG COPPER CLAD GROUNDING ROD ® 8'-0" O.C. (TYP.) #2 AWG FROM EQUIPMENT GROUND TO SITE GROUNDING RING #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 #2 AWG FENCE POSTS TO GROUND RING (TYP.) GROUND INSPECTION WELL (TYP.) COMPLY W17.H C,q CODE for wiring UFORNGq ELECT,gjCgL conductors and B methods- secure require conduit the ments as required Per all applicable spec c method of Wringby 2013 CEC for GROUNDING PLAN SCALE: 1/4" = 1'-0" COMPLY WITH CALIFOR/VIA ELECTRICAL CODE- ARTICLE 830 requirements forNetwOrk-Powered Broadband Communications Systems COMPLY WITH CALIFORNIA ELECTRICAL CODE- AR77CLE 250 REQUIREMENTS FOR GROUNDING AND BONDING ', RMF v4 y 2V/6 UTTF 00 nATF ��SED�Rcy/T o.."C-28021 Exp. 08-17 Not volid unless signed in Ink by licensee. Revisions: Q -- Q -- Q E 3 E21.dwg : AME B : Tsr NOTED 5/2015 Job No. 162.1353 2el W N JN a oa U E N 0 W C U � L0 �d U Z O D Q �} N 14 p W co Ln Z v 0 W Z • E� M L ((ti/ u (d -to ) 7 a Y L N L t0 O i am< o � Cp H cif o "' 3 Ln 2E Z V) o $ w pis L0 ��SED�Rcy/T o.."C-28021 Exp. 08-17 Not volid unless signed in Ink by licensee. Revisions: Q -- Q -- Q E 3 E21.dwg : AME B : Tsr NOTED 5/2015 Job No. 162.1353 2el N L0 rn D Q p v Z C-) cif of o v Z V) w 0 L0 M Z O O :D Li d- LL O w J J F-- L5 W cn ��SED�Rcy/T o.."C-28021 Exp. 08-17 Not volid unless signed in Ink by licensee. Revisions: Q -- Q -- Q E 3 E21.dwg : AME B : Tsr NOTED 5/2015 Job No. 162.1353 2el ...--_-.._ .. GROUNDING NOTES 1. GROUNDING SHALL COMPLY WITH NEC ART. 250. FINISH GRADE GROUND ROD INSPECTION WELL CHRISTY F14 2. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURER'S BOX WITH ADAPTERS AND EXTENSIONS AS COAX CABLE GROUNDING KITS SUPPLIED BY PBMS. REQ. AND D210 CONC. LID COORDINATE -74 INSTALLATION WITH 3. USE #2 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE_, „ OWNER LABEL "GROUND„ GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2 SOLID TINNED BARE COPPER WIRE FOR OR GROUND ROD BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING.-`-- ` "_-�-� = — --1 i I— -� I'-- I I l— 4. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE CONNECTORS FINISH GRADE OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. 5. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT o E I a—I E -, i , ;--: -- , i i 1 CADWELD TYPE GT- aw k` _ -i RIGHT ANGLE. ALWAYS MAKE AT LEAST 12 RADIUS BENDS. #6 WIRE CAN BE BENT AT 6 - -! ; I --i I = _ " . ; ,--, ; ;__ ; ;_. CONNECTION AT TOP OF --; i ;--- - =� Q =�- RADIUS WHEN NECESSARY. GROUND ROD 6. BOND ANY METAL OBJECTS WITHIN 7 FEET OF PBMS EQUIPMENT OR CABINET TO THE _ MASTER GROUND BAR. i I_—� _ i i _ Fl f 7. CONNECTIONS TO MGB SHALL BE ARRANGED IN THREE MAIN GROUPS: SURGE PRODUCERS -._ I-- (COAXIAL CABLE GROUND KITS, TELCO AND POWER PEDESTAL GROUND OR SURGE! �,= �_; I= I I I I ?--I ;� TYPICAL SITE GROUND RING, NO ; I i ii I #2 AWG SOLID TINNED BARE „ PROTECTOR); SURGE ABSORBERS (GROUNDING ELECTRODE RING OR BUILDING STEEL); ___' ' �- TEST LOOP 12 BELOW NON -SURGING OBJECTS (EGB GROUND IN BTS) GRADE MAX. TO ALLOW ) ' I € CLAMP ON METER AS _ CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE i i-- �_� , - , ;—; a ,— j ;_ - - f j - r COPPER LUGS AND NO -OX OR EQUIVALENT PLACED BETWEEN CONNECTOR AND GROUND REQ E 3 BAR. " i 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 ` ' € ' ' ' '-` '�-i I A= l_-€ i i € _ � � , ; ; �—; _ j � x 10'-0"LONG I 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.117, SEE PLANS FOR SPACING 10. ALL UNDERGROUND ELECTRODES SHALL BE BONDED TO STEEL REINFORCING EMBEDDED -I i ! 3 ;- = RING, 2 AWG SOLID IN THE CONCRETE SLAB AND CON "�- � --�� ��� � , � � � ��' � � � " �# "- CRETE MONOPOLE FOUNDATION. TINNED BARE CU 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 ROD3 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" = V -0 - VARIES -SEE SCHEDULE BELOW STAR WASHER (TYP) FLAT WASHER (TYP) GATE CADWELD 1" CONNECTION (TYPE -VB) 0 0 0 0 0 0 0 0 0 NUT (TYP) 1 /2"X1-1 /2" HEX BOLTS (TYP) FENCE POST 0 0 0 0 0 0 0 0 0 0 ANTENNA SUPPORT ARM —� 000000000 ANTENNA GROUND BAR GATE TO POST FLEXIBLE EXPOSED BARE COPPER TO BE KEPT GROUND CONNECTION TO ABSOLUTE MINIMUM NO CADWELD CONNECTION (TYPE -VB) #2 AWG SOLID, TINNED, BARE COPPER CONDUCTOR EXTEND TO OPPOSITE FENCE CADWELD POST FOR BURIED ( CONNECTION GATE JUMPER (TYP.) (TYPE -NC) #2 AWG SOLID, 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"x4"x9" 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"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 MONOPOLE COAX JUMPER CABLE SECTION CADWELD TERMINAL (TYP) REINFORCING #6 STRANDED FROM ANTENNA PIPE MOUNT TO GROUND BAR STAINLESS STEEL HARDWARE COAX CABLE COAX CABLE GROUNDING KIT TWO HOLE CADWELD TERMINAL 0 MONOPOLE EGB INSULATED GROUND BAR STRANDED CU ELEVATION "DOUBLING UP" OR "STACKING" OF CONNECTIONS IS NOT PERMITTED. ANTIOXIDANT JOINT COMPOUND SHALL BE USED AT ALL LOCATIONS. 9 FENCE GROUNDING DETAIL 8 GROUND BAR DETAILr5'COAX CONNECTION & GROUNDING DETAILK2N\TYPICAL GROUND BAR CONNECTIONS E2.2 SCALE: NONE E2.2 SCALE: NONE �.2SCALE: NONE ��.2SCALE: 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 ya — #2 AWG SOLID TINNED GROUND WIRE 0 TOWER STRUCTURE (TYPE VARIES) ``' x °- 1/2"0 FLEXIBLE CONDUIT FOR GROUND WIRE #2 AWG GROUND WIRE ANTENNA COAXIAL CABLE (NO. VARIES) w PROTECTION RUN WITH COAX CABLES COAX CABLE GROUND KIT FINISH GRADE EGB (AT ICE BRIDGE OR GALVANIZED EGB MOUNTED AT EQUIPMENT LOCATION) K BASE OF TOWERSao Off 0*0 2 AWG 2 2 AWG 2 AWG MGB ® EQUIPMENT OR�;=_ - CONCRETE FOOTING #2 AWG CAD WELD TO TOWER BASE - 2 AWG SHELTER z (2) 2 AWG (2) #2 AWG 2 AWG Ak CONCRETE TOWER FOUNDATION #2 AWG TO TELCO &ELECTRICAL PANELS UNDERGROUND TOWER GROUNDING \ GROUNDING PLAN #2 AWG CONNECT TO UFER RING SEE � TO SITE GROUND RING GROUND (WHERE OCCURS) I I o W6 TWO HOLE OFFSET LUG TYPE TA ONE HOLE OFFSET LUG Jy_ a c 0 o a TYPE HS TYPE VN TYPE NC TYPE W TYPE VS TYPE 6 rn TYPE GT TYPE GY TYPE GR GROUNDING ELECTRODE EMBEDDED IN UNDERGROUND CELLnk _ TYPICAL CADWELD CONNECTION TYPES BY "ERICO" CONCRETE FOUNDATION (WHERE OCCURS) PERMIT SITE GROUNDING RING - # � -- Fi.lp TFC,(;! SEE GROUNDING PLAN 10'-0" COPPER -CLAD DATE � f;Y GROUNDING ELECTRODES -SEE 7 TYPICAL GROUNDING RISER DIAGRAMK4"�POST GROUNDING DETAILK'i""NGROUNDING CONNECTION DETAIL GROUNDING PLAN FOR SPACING E2.2 SCALE: NONE E2.2 SCALE: 3" = 1'-0" E2.2 SCALE: NONE Mgr ARC/y N o. C-28021 Exp. 08-17 �T9TF OF CAUF���\P Not Valid unless signed in ink b 1lcensee Revisions: Q -- Q -- Q -- File: 162.1353-E22.dwg Drawn By: AIDE Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 E2.2 W6 W Jy_ a c 0 o a rn V% 00 W� rn U J C> Lm -4 C) 00 Ln Q _ = z � E m z O Q m L E p � to Ln 0 Y U to �-- L t M O i F p o w IA Z w LnQ�j r4 w rn 3 � t2f L0 ft� p OO OO o� z �W VC) Mgr ARC/y N o. C-28021 Exp. 08-17 �T9TF OF CAUF���\P Not Valid unless signed in ink b 1lcensee Revisions: Q -- Q -- Q -- File: 162.1353-E22.dwg Drawn By: AIDE Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 E2.2 rn rn U J CD Q _ = z � Q z O Q p � � �- U to �-- w Z w Ln t2f L0 ft� p OO OO z D J 0 0_WC w J tTj w N Mgr ARC/y N o. C-28021 Exp. 08-17 �T9TF OF CAUF���\P Not Valid unless signed in ink b 1lcensee Revisions: Q -- Q -- Q -- File: 162.1353-E22.dwg Drawn By: AIDE Checked By: Tsr Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 E2.2 BMP LEGEND: MATERIALS &WASTE MANAGEMENT CONTROL BMP'S WM-1 MATERIAL DELIVERY & STORAGE WM —$ 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 SS -4 HYDRAULIC STABILIZATION (HYDROSEEDING): 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. f 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. 1 STORMWATER & A1.1 j SCALE: 1/8" = 1'-0" EROSION CONTROL PLAN ` r -y G��S�D Rcy�T Fcl o'C-28021 Exp, 08-17 ATF OF CAUF���\P Not valid unless signed in ink by Rcensee. F File: 162.13UBMP.dwg Drawn By: JCE Checked By: m Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 W W.- Z Jcn� a O� g E� 02 0- - U g� U Z� I J �O L0 C.�`4 n of rn 0 Ln a ° 0 v E EnoE C) m L Z N 0 � u .. ul � y Y N1 f F L amQ IT H�; U ci r Ln r -i z Q C) z ¢ Z 8 0 W �L,o G��S�D Rcy�T Fcl o'C-28021 Exp, 08-17 ATF OF CAUF���\P Not valid unless signed in ink by Rcensee. F File: 162.13UBMP.dwg Drawn By: JCE Checked By: m Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 Z g 0- - Cy) rn J L0 0 rn � 0 v C) Z .. 0 U r z Q C) z ¢ Z 0 V) w Ln U) w 0 O:f U-) cy- O:f OO OO Li.l (j) ct W Ld J Q a 0 I` w J tTj w V) G��S�D Rcy�T Fcl o'C-28021 Exp, 08-17 ATF OF CAUF���\P Not valid unless signed in ink by Rcensee. F File: 162.13UBMP.dwg Drawn By: JCE Checked By: m Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 LSr,-O 'Rc o: C-2802 ` Exp. 08-17 OF CAL\FO��\P t valid unless signed in ink by licensee. Revisions: Q -- 0 File: 162.1353.BMP.dwg Drawn By: JCE Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 BEST MANAGEMENT PRACTICES (BMP'S) W STABILIZED CONSTRUCTION ENTRANCE Jy GENERAL NOTES C L a Q Ey SANDBAGS[GRAVEL# BAGS TO BACK OF SIDEWALK 0� g V3� OVERLAP ONTO CURB CATCH BASIN 1. BEST MANAGEMENT PRACTICES (BMP'S) CONTAINED HEREIN REFLECT THE MINIMUM REQUIREMENTS. ALTERNATE BACK OF CURB J ! 0Ln LnZ ti METHODS PROVIDING EQUAL OR GREATER PROTECTION MAY BE UTILIZED. FOR IN DEPTH INFORMATION ON CURB INLET Ln U V BMP'S REFER TO THE CALIFORNIA STORM WATER BMP HANDBOOKS, AVAILABLE AT w E U �..1 E WWW.CABMPHANDBOOKS.COM, CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BMP FACT SILT FENCE CONSTRUCTED ALONG LEVEL CONTOUR U L u Y t SHEETS AT WWW.DOT.CA.GOV/HQ/CONSTRUC/STORMWATER/FACTSHEErS.HTM, AND/OR USEPA BMP FACT SHEET L L a Q oN S N li; C) a ® HTTP://CFPUB.EPA.GOV/NPDES/STORMWATER. DIRECTION IN. DD -1I - - N'q 3 � 3 O (10 OF FLOW MAXIMUMS LLJ +" 2. ALL CONSTRUCTION ACTIVITY SHALL BE PERFORMED IN ACCORDANCE WITH A STORMWATER POLLUTION ILLWAY = SLOPE LENGTH MAXIMUM TRIBUTARY AREA .25 ACRE/�ooFr� 2�EN Y_ PREVENTION PLAN (SWPPP) DEVELOPED AND IMPLEMENTED IN COMPLIANCE WITH THE REQUIREMENTS OF THE OF FENCE. LL_ NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT ORDER NO.26'_ FILTER FABRIC o 10' W 2009-009-DWQ AND AS AMENDED BY ORDER NO. 2010-0014-DWQ. L O.C.(MAX) 1 ED FOR IRs $ FLOW LLU5iR11Ti0N 3. THE SWPPP SHALL-a>RPasES oNl --� - COMPACTED 24• -' • 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 SANDBAGS�RAVEI-'• BAGS BACKFILL �� -- - MAXIMUM s` MIN. � � \ • s AND/OR INTO A STORM DRAIN SYSTEM DURING CONSTRUCTION. ��� HTLY , 18' NADTH=� "6FAU SHALL NE 0.4 TD 0.8 MCN N DIN MR NO SHALL BE CLEAN NO FIREE FROM TURN LAST 6' OF FILTER FABRIC \ NOTES: B. BE KEPT ON SITE AND AMENDED TO REFLECT CHANGING CONDITIONS THROUGHOUT THE COURSE OF awlr aNLs. oR�wc wTIER, NO on�t � MM wml�L.s FENCE UP-SLOPE „ s 1. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED FROM THE SITE BY VEHICLE CONSTRUCTION. • SPILLWAY ELEVATION SHALL CURB INLET SILT FENCE MIN' TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO PREVENT J V) MATCH TOP OF CURB T- SPILLWAY SIDEWALK SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. SEDIMENT DEPOSITED ON THE C. BE KEPT UP TO DATE. ANY ADDITIONAL UPDATES REQUESTED BY AGENCY REPRESENTATIVE ARE TO BE H ROADWAY MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR MADE IMMEDIATELY. � ' 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 AND/OR \'\/� D = t2` MIN. �� \ NOTES: 2. STABILIZED CONSTRUCTION ENTRANCE SHALL BE: ��, ,�\,� , \ , 1. CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR. A. LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A H = 8' MIN, CATCH BASIN 2. SILT FENCES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY CONSTRUCTION SITE OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY, AND 5. DISCHARGES OF PUMPED GROUND WATER REQUIRE A DISCHARGE PERMIT FROM THE STATE OF CALIFORNIA L = 36' MAX. \\ ' STABILIZED. AREA. SIDEWALK OR PARKINGG AR REGIONAL WATER QUALITY CONTROL BOARD (RWQCB). ' SECTION 3. PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW SEDIMENT REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOE OF SLOPE OR OTHER B. A SERIES OF STEEL PLATES WITH "RUMBLE STRIPS", AND/OR MIN >3" TO <6" 6. POLLUTANTS SHAD_ BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICABLE . CATCH BASIN/INLET PROTECTION SHALL BE INSTALLED WHEREVER THERE IS A POTENTIAL OF OBSTRUCTIONS. ABOUT 1200 SQ. FT. OF PONDING AREA SHALL BE PROVIDED FOR EVERY CRUSHED AGGREGATE WITH LENGTH, WIDTH & THICKNESS AS NEEDED TO ADEQUATELY (MEP) THROUGH DESIGN & IMPLEMENTATION OF THE SWPPP. STORMWATER OR NON-STORMWATER BEING DISCHARGED INTO IT. ACRE DRAINING TO THE FENCE. PREVENT ANY TRACKING ONTO PAVED SURFACES. 1. 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 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. 3. ADDING 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 CONSTRUCTION ENTRANCE SITES. 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. 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. INCHES AND A MINIMUM TENSILE STRENGTH OF 100 LB FORCE. B. SWEEP PAVED AREAS THAT RECEIVE CONSTRUCTION TRAFFIC WHENEVER SEDIMENT 9. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED ON ALL BMP'S INCLUDING CONCRETE • ADDITIONAL SANDBAG SEDIMENT TRAPS SHALL BE PLACED AT INTERVALS AS INDICATED ON SITE 9. WOOD STAKES SHALL BE COMMERCIAL QUALITY LUMBER NO LESS THAN 2 INCH BY 2 INCH. BECOMES VISIBLE. WASTE STORAGE AND DISPOSAL PROCEDURES. Pte' 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. 6 CATCH BASIN INLET PROTECTION 4 SILT FENCE 2 STABILIZED CONSTRUCTION ENTRANCE EXIT BMP2 SCALE: NTSBMP2 SCALE: NTSBMP2 SCALE: NTS CONCRETE WASTE MANAGEMENT EROSION CONTROL MATERIAL STORAGE d y y NOTE: INSTALL FIBER ROLL tj► �, .� v. .� •� . 8' MND y �, ','.; ,•,�,�,' y y ALaNA ova ca�ouR c STOCKPILED MATERIAL CONCRETE j y y y • i° .. y y � q, 41 `.• WASHOUT 2'ro 4' y y FM ROLLS ' .... - . y .y y 41 . •• AREA y y y STRAW MULCH HYDROSEEDING ,F, ,y ,�, .' •• e•. • '• 1 .e' : .WOOD v .y tY 14. %. SfADS MAX 414. tL d/ • 4' • 41 FT SPAM •.. • . • a • .• e . • e r .' .. BERMED CONTAINMENT VERWX SPAM MUSURED ALONG TILE e• e •: .. •. y �, O O AREA FACE OF T1rlE SLOPE FEER ROLL WA AM 2 BETWEEN 10 Fr sL�aPE�wNERE rt ENTRENCHMENT DETAIL A0 FT MaFTIONS • . e :::: - N.T.S. NFO A STEEPER SLOPE .�" •' • • • •. ,;ter `le'= �=R; ' M .� .k TYPICAL FIBER ROLL INSTALLATION HYDRAULIC MULCH GEOTEXTILES, MATS, PLASTIC COVERS y FITS NOTES: AND EROSION CONTROL BLANKETS 'Y y � NP y y y y SAND&40�GRAVEL BAa 1. PLACE ALONG THE TOE, TOP, FACE, AND AT GRADE BREAKS OF EXPOSED AND ERODIBLE NOTES: v' �' �' PLAM TIG'FRt.Y TOGETHER NOTES: SLOPES. 1. SOIL./SLOPE STABILIZATION PRACTICES SHALL BE DESIGNED TO PRESERVE EXISTING VEGETATION WHERE FEASIBLE AND TO `I' `o, ''' `'' ALL AROUND MATERIAL 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE 2. PLACE THE DOWN-SLOPE OF EXPOSED SOIL AREAS. REVEGETATE OPEN AREAS AS SOON AS FEASIBLE AFTER GRADING. THESE CONTROL PRACTICES SHALL INCLUDE ,� y �, y ,� y ,� y ,� �, �, ,� �, SYSTEM 3. PLACE AROUND TEMPORARY STOCKPILES. AR TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SOD STABILIZATION, VEGETATIVE BUFFER STRIPS, PROTECTION OF 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACIUTY OF 4. PLACE ALONG THE PERIMETER OF A PROJECT. TREES, OR OTHER SOIL STABILIZATION PRACTICES. 41 �, �, � 4 11/ 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 AND DISPOSED 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. STABIUZA11ON PRACTICES SHALL CONTROL/PREVENT EROSION FROM THE FORCES OF WIND AND WATER. PICKED UP AND DISPOSED OF PROPERLY. BLANKETS WITH A MINIMUM 8 INCH DIAMETER. 4. STABILIZATION PRACTICES SHALL BE IMPLEMENTED IN CONJUNCTION WITH SEDIMENT TRAPPING/FILTERING PRACTICES AND NOTES: 7. SLOPES 1:4 OR FLATTER REQUIRE FIBER ROLLS TO BE PLACED NO MORE THAN 20 FEET APART. PRACTICES TO REDUCE THE TRACKING OF SEDIMENT ONTO PAVED ROADS. 8. SLOPES 1:4 REQUIRE BER ROLLS TO BE PLACED MORE N 1 5 FEET 5. WHEN USING STRAW MULCHING, THE MINIMUM APPLICATION SHALL BE 2 TONS/ACRE. 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 O GR IMMEDIATELY TO MINIMIZE LOSS BY WIND OR WATER. AIR AND STORM WATER POLLUTION FROM STOCKPILES OF SOIL, AND PAVING MATERIALS SUCH AS 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. BER 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, j" X j", 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, BAKERSFlEU), 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. FOR GEOTEXTILES, MATS, AND EROSION CONTROL BLANKETS, INSTALLATION SHOULD BE IN ACCORDANCE WITH 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 IN. 4 . ALL STOCKPILES SHALL BE COVERED, STABILIZED, OR PROTECTED WITH A TEMPORARY LINEAR OVERLAP AND STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12 IN. APART. BARRIER (I.E. SANDBAGS, ETC.) PRIOR TO THE ONSET OF PRECIPITATION. PE M^ # F (BOUNTY D7Ev _ i_ i CODS t,0.Ft. DATI. _._.. -- tiiJ r-- L/ 3 EROSION CONTROL 5 MATERIAL STORAGE 3 CONCRETE WASTE MANAGEMENT FIBER ROLL BMP2 SCALE: NTS BMP2 SCALE: NTS BMP2 SCALE: NTS B�plSCALE: NTS LSr,-O 'Rc o: C-2802 ` Exp. 08-17 OF CAL\FO��\P t valid unless signed in ink by licensee. Revisions: Q -- 0 File: 162.1353.BMP.dwg Drawn By: JCE Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 W W Jy �o C L a Q Ey N 0� g V3� � J ! 0Ln LnZ ti o Ln U V W w E U �..1 E O N o � u U L u Y t F� L L a Q oN S N li; C) U Z r` L N'q 3 � 3 O (10 c~ LLJ s W �LCjC o OR Y_ LSr,-O 'Rc o: C-2802 ` Exp. 08-17 OF CAL\FO��\P t valid unless signed in ink by licensee. Revisions: Q -- 0 File: 162.1353.BMP.dwg Drawn By: JCE Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 J Q N � J < Q O U O:f w Z U U O C) U O:f_O:f U Z O (10 c~ LLJ Lu W �LCjC Y_ O LL_ Of W w W W Q O J V) l- W V) LSr,-O 'Rc o: C-2802 ` Exp. 08-17 OF CAL\FO��\P t valid unless signed in ink by licensee. Revisions: Q -- 0 File: 162.1353.BMP.dwg Drawn By: JCE Checked By: TST Scale: AS NOTED Date: 09/15/2015 Job No. 162.1353 Ia h CA 1501 South Euclid Avenue Tucson, AZ 85713 (520) 294-3900 www.larsoncamo.com r��REST 115' - 0" MONOPINE CARSON CAMOUFLAGE Job: P1 5166 LOCATION: 4955 SCHOTT ROAD FOREST RANCH, A 95942 BUTTE COUNTY BUTTE COUNTY OCT 01 2015 DEVEI,ODIAENT SERVICES �l s -j- q I)-, PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES RE VI WED FOR COC)E COMPLIANCE DATE...., at�� �' Z � � cS BY Cei! 4-.v-JC'L - 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 OF REINFORCING STEEL • CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT STRUCTURAL OBSEI^'VATION: NO-STRUCTURAL--OBSE:RVATION�IS EQUIRED. � r jo 1--e- 4- t � 1�� �- y �- 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 FIT -UP OR CONNECTION COMPATIBILITY PROBLEMS AFTER PARTIAL ERECTION ARE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. BUILDING PERMIT# 1516-' W /7 - ASSESSOR'S PARCEL# �) - 0I-� PERMi i +r BUTTE COUNT`/ DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY 6,11 0wc'� 9138 s. State St., Suite 101 (801) 990-1775 Sandy, UT 84070 (801) 990-1776 FAX www.vectorse.com (DATE: 5113115 DESIGNED: CNM DRAFTER: LSB REVISIONS DATE DESCRIPTION 05/20/2015 1 Added Future Carriers w z 0 Z 00 G 0 "r— IV— (_0 r 1p, 0 OL < 9� U z 0 ) 0 0 = Q LU C�� W m 0 P11' S3914 L k4"�n tic io -.1 /�Iz'V) OF CALF 5-22-15 U1223-422-151 �i [,e= COPY —17 I -- V W z W 2 (10,0 W C/) J W �= O w z 0 Z 00 G 0 "r— IV— (_0 r 1p, 0 OL < 9� U z 0 ) 0 0 = Q LU C�� W m 0 P11' S3914 L k4"�n tic io -.1 /�Iz'V) OF CALF 5-22-15 U1223-422-151 �i [,e= COPY TOP OF BRANCHES � 125-0' BRANCHES ARE DRAWN F -n R 1 LLU STRATIVE )SES ONLY AND ARE ')HOWN TO SCALE. FOLIATED SOCKS AND RRU COVERS' TO BE USED TOP OF STEEL 115-0' vl NTENNA C.L. 10)—o) FUTURE MICROWAVE C.L. 100' —0' FUTURE ANTENNA C.L. 90'-0' FUTURE ANTENNA C.L. 80' —0' LAP SPLICE = 75" TOLERANCE = ±10% tf--� FUTURE ANTENNA C.L. 70' —0' NOTE: FUTURE LOADING @ 110'-0", 90'-0", 80'-0", AND 70'-0" A.G.L. (12) 96"x12"x6" PANEL ANTENNAS (4) ERICSSON RRUS-12s (1) RAYCAP DC -3315 (3) 9'-6" T—ARMS TYP. OF ALL FUTURE CARRIERS OLE TO BE AINTED BROWN 2 lYP. S3 LAP SPLICE = 93" --� TOLERANCE = ±10% EXIT PORT C.L. lo' -0, EXIT PORT C.L. �J7 6 )—o) /f`� GROUND LEVEL 0)-0) TSP CAP PER -L 1 /S2 MONOPOLE SECTION CHART SECTION LENGTH TOP 0 BOTTOM 0 THICKNESS WEIGHT 1 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 ►) 96"x12"S' PANEL ANTENNAS ERICSSON RRUS-12 RAYCAP DC -3315 '-) 06'-0" MICROWAVE DISH 3—SIDED TAPERED POLE, ECTION 1 (SEE CHART) qND HOLES PER DTL /S2, TYP. 8—SIDED TAPERED POLE, ECTION 2 (SEE CHART) 8—SiDED TAPERED POLE, ECTION 3 (SEE CHART) EXIT PORTS PER DTL 3/S2 BASEPLATE PER DTL 4/S3 FOUNDATION PER SHEET S4 ELEVATIONS 1 N.T.S. GENERAL DESIGN NOTES: STRUCTURAL DESIGN IS BASED ON THE CALIFORNIA BUILDING CODE, 2013 EDITION (2012 IBC) AND THE TIA-222—G STANDARD DESIGN LOADS: WIND: BASIC WIND SPEED: 120 MPH (3—SEC GUST) RISK CATEGORY/STRUCTURE CLASS: II EXPOSURE: C TOPOGRAPHIC CATEGORY: 2 CREST HEIGHT: 1,659 FT ICE: NONE SEISMIC: IMPORTANCE FACTOR: 1.00 OCCUPANCY CATEGORY: II MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.644g, S1 = 0.265g SITE CLASS: D 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 RESPONSE MODIFICATION FACTOR, R: 1.5 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE MATERIAL NOTES: 1. 18—SIDED MONOPOLE SHAFT STEEL SHALL CONFORM w/ ASTM A572 GR. 65, U.N.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 KSI), 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. 6. ALL OTHER STEEL SHAPES & PLATES SHALL CONFORM w/ ASTM A36, U.N.O. 7. ALL OPEN SHAPES SHALL BE CAPPED OR PROVIDED w/ WEEP HOLES TO PREVENT WATER COLLECTION 8. ALL BOLTS FOR STEEL—TO—STEEL CONNECTIONS SHALL CONFORM w/ ASTM A325N, U.N.O. 9. ALL ANCHOR BOLTS SHALL CONFORM w/ ASTM A615 GR. 75, U.N.O. 10. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE w/ THE LATEST VERSION OF THE AMERICAN WELDING SOCIETY AWS D1.1. 11. ALL STEEL SURFACES SHALL BE GALVANIZED IN ACCORDANCE w/ ASTM A123 AND ASTM A153 STANDARDS. 12. ALL BOLTED CONNECTIONS SHALL BE TIGHTENED PER THE "TURN—OF—NUT" METHOD AS DEFINED BY AISC. BASE DESIGN REACTIONS: MOMENT, M — 10,474 K—FT (1.0 WIND) PERMIT# Q S—z 1r2 BUTTE COUNTY DEVELOPMENT SERVICES SHEAR, V = 136.1 K (1.0 WIND) REVIEWED FOR CODE COMP IANCE , , AXIAL P = 65.2 K(1.2 DEAD DATE t'� �-� ��s BY—.) DATE: 5113115 IDESIGNED: CNMDRAFTER: LSB REVISIONS DATE DESCRIPTION 05/20/2015 Added Future Carriers E2ju W LD z corm z Q Omni IMAM 0� U Z ry Z v o � O ozc� � o o> U Q r-- O 00 U V � N - m � � �- w � Or N O O LL -+-� p O cn p cn cn U N Ln — CD Ln ■li co Ir- L0 Ir- CL m O U W z z Q Q0-) 0� U Z ry Z v o � O ozc� W U LU W CD m � � �- w � Or r O LL EME 01223-422-151 REV Sl 1 TYP 0° r4 -)E n ®C i n e E R 8 5/8 ° 3 LIj 9138 s. State St., Suite 101 (801) 990-1775 Sandy, UT 84070 (801) 990-1776 FAX 11/167 I w.vectorse.com 1" ww 2 DATE: 5113115 DESIGNED: CNM DRAFTER: LSB 1 270°�f — — — — --� 900 REVISIONS n DATE DESCRIPTION 05/20/2015 Added Future Carriers TYP 1 5/8 \ -- 45° 1 11/167 3/8 x 033" - - POLE / - TOP CAP POLE SHAFT 1800 SHAFT SECTION VIEW 10'-0 A.G.L. �� �� ZINC DRAIN, SECTION VIEW 6 -0 A.G.L. TYP. 10" #11 10" 7-;� C.L. OF EXIT 3" C.L. OF EXIT 11 �� 3» 0 4 PER PORT PER ,�, _---/ PORT P 1� J 0 4 DTL 1 /S 1 3/16 � - DTL 1/S1 \\ MONOPOLE SHAFT Q vz ELEVATION VIEW 10'-0" A.G.L. ¢ o � U ��Coo ELEVATION VIEW 6'-0" A.G.L. N d- 0 o - V EXIT PORTS 3 TOP CAP 1 Q N 0 N.T.S. N.T.S. �_ U m Z3 O� O O C/) 0 In TYP OF- TYP TYP ° 1/4 0 °1/4 ° °1/4 0 45° QnLn TYP 45 0 45 ° Irl - 7/'1/4 0 2, 5 16 C) 45 5 / 300° `L ��N = - 5/ 16 1 „ 5/ 16 8 Q 5/16 2 i 30° � 900 11 11 ° --� ° 2700 � - - -�;- 90 270 �� 1� 2„ i 2100 ° POLE POLE _ = POLE _ SHAFT SHAFT = = POLE SHAFT U W ° _= SHAFT ° z z ¢ m >- 1200 80° 180 Cn Q w OQ� 1 CK " � _ � SECTION VIEW 108 '-0" A.G.L. 180 SECTION VIEW SECTION VIEW 66'-0" A.G.L. Q O o z c) �, 88'-0" AND 78'-0" A.G.L. ~ Cly C/) Ui� SECTION VIEW 98 -0 A.G.L. ' WI � w m 8" 8" 0 `r' �' 8» � `r o C.L. OF HAND HAND C.L. OF HAND 6 C.L. OF HOLES 0 HOLES C.L. OF HAND - HOLES TO BE U' 1» HOLES ±2'-0" BELOW 1" CD CD CD 2— ANTENNA C.L. — % 53914 CD b j S Z i 2 UCT��dQ6~ PERMIT # of CALL BUTTE COUNTY D ELOPMENT SERVICES $_22_15 ELEVATION VIEW ELEVATION VIEW REVIEWED FOR CODE COMPLIANCE ELEVATION VIEWDATE 10 /Z'1 /( BY 108'-0" A.G.L. ELEVATION VIEW ,66'- o A.G.L. -T--- --�--- U 1223-422-151 88 -0"l AND 78 -0 A.G.L. 98,-0„ A.G.L. REV HAND HOLES 2 N.T.S. NCTOR E n® I n E E R S 9138 s. State St., Suite 101 (801) 990-1775 Sandy, UT 84070 (801) 990-1776 FAX 00 www.vectorse.com 3" THK x 077"° 30° R. POLE SHAFT BASEPLATE 305 AZIMUTH DATE.5/13/15 DESIGNED. S DRAFTE LSB �O �Q ' AZIMUTH > REVISIONS » Q DATE DESCRIPTION 030 I.D. ,� , � .PANEL ANTENNAS ", � PER SHEET S 1 05/20/2015 Added Future Carriers 0 �> i VALMONT SV197, TYP. 2700 - - - 900 ZINC C 5/8" 0 A36 VALMONT P3, 1/2 DRAINS, �> U-BOLTS, TYP ' � TYP. OF (4) � 45° TYP' 2200 125° CJP BACK AZIMUTH 0 �\ � AZIMUTH GOUGE FROM ARROW SIDE, 071 " B.C. 80KS1 0 E cfl ELECTRODE 450 > CDo 1800(32)�2 5 8" HOLES ¢ � � U1/2 / � � o � U I E BASEPLATE NOT USED w N o N.T.S. 4 N.T.S.2 MOUNT HAS BEEN o^ L m ANALYZED & FOUND o c 0 O ADEQUATE FOR THE p PROPOSED LOADING PLAN VIEW NOTE: SEE 1/Sl FOR o `" CARRIER LOADING- NOT SHOWN rolz NOTCH IN ANCHOR0 0� 3/8" THICK x X77" O.D. BOLT TEMPLATE ANCHOR BOLT TEMPLATE VALMONT APPROVED FOR A SNOW DEPTH OF 4.3" PART SP216 J0 ASSUMING A SNOW DENSITY OF 15 PCF 2" SCH. 40 PIPE 065" I.D. ANTENNA MOUNT CD PIPE, TYP. POLE i / SHAFT 16 O � _ •• °° w 5/ 16 "� � ° ° TYP. U� z Q � 90° HOLES .J O z 270 \\\ �CD o ANGLE VALMON <C O O z C, VARIES 1 1 /4 0 GR. 105 SOLID BAR d- �-- Q LU Q ° o CLAMP VALMONT L i Cf _ w �-- 0 TO 60 STOCK BRANCH MOUNT, w/ 4 LLJ o� co ZD 1 4" THREAD PART SP219 Q � I � w / r O O r 0 1/4 HEAVY HEX MOUNTING NUT OVERSIZED 1 1/4 „ 071 " B.C. WELDED TO MONOPOLE SHAFT w/ STANDARD 3 3),-0)) 3 �1 �j 1 1/4"0 LOCKING NUT (ASTM A563) (32) 02 3/8 HOLES 53914 �lS--2�r2 ERiuIIT a'i` € C::?,„wIry 0EVELGr'MENT $ERVICEs UP TO 10'-0" BRANCH RECEPTACLERE-:VIEWED FOR mss,, Avti� ELEVATION V'CODE COMPLIANCE of c -7 S'BY 18 0 A-rr_ --_ ...a.�.l � Z 5-22-15 U 1223-422-151 BRANCH RECEPTACLE FOR 10-0" BRANCHES REV ANCHOR BOLT TEMPLATE MOUNTS 5 3 1 N.T.S. N.T.S. N.T.S. BRANCH LAYOUT (MD BRANCH A , O U w OO z 40c > Q � O I—, O U O -0 0 E U�N�-� O Z c) o W Q N o v z C) U) AMIN -� O O /0 V J L Z3 O U) 01C O Ln L0wm �- Q� O __® O LL-` 11011 NAME ____________ NAME ___ • : # NOMINEE all- -__- • 11111011111 • ____ ___ t ___ __ • • : # _ 1101 NAME • r 11111 NAME -______m_-_m______ • 11011 WIS-111 1111 FINE ` 10011111101 11 I'll 1101 • • # ___• 11011 _________________ 11111011111111111Ef • * 'INARM # 11110111011110 11011 am- ________yy, _________ NAME • • i�Yli�i�i■ i1iiW • Illll mmmmmm OWN _ * FINE __FEE ______ - 1111 * 1 NAME 11011 _-____ 1 : 1 NAME : r ===ME 1111111111101110 1111111111011110 NAME NAME _________ 1 ______ . :1 11110 mm 11111011111111111 mmmm NAME 111111 mm 10311 111111 WMN 111110 11110 11110 mmm NAME 11111 111111111110 i _S__ 11111111011 11111011111111110 • r 10211 111110 11110 11111111 MINIM =1101 111011 9 WIN 1111111110 amIllill om 11110 NAME 11011 11110 ■�_ 1 ______ __ # ____ . #NAME FINE ANNE OWN _____ • :1 111110111110 111111 11111011110 15 14 PERMIT #_ /-5, eurr� cou>vTY ceVe1-cprn�w smvices REVIEWED FOR CODE COIVIpLIANCE DATE o ?'-7 (.5- 1 R 1R 1 9 1 .I 10 y 4 = 4'-0" BRANCH 6 = 6'-0" BRANCH 8 = 8'-0" BRANCH 10 = 10'-0" BRANCH TOTAL BRANCH COUNT = 231 5 I 9138 s. State St., Suite 101 (801) 990-1775 Sandy, UT 84070 (801) 990-1776 FAX vwwv.vectorse.com DATE: 5113115 DESIGNED: CNM DRAFTER: LSB REVISIONS DATE DESCRIPTION 05/20/2015 Added Future Carriers (MD BRANCH A , O U w OO z 40c > Q � O I—, O U O -0 0 E U�N�-� O Z c) o W Q N o v z C) U) NAME -� O O /0 V J L Z3 O U) 01C O Ln L0wm �- Q� O __® O LL-` 11011 ____________ NAME ___ ` _-___-__ all- -__- • •DOE 1101 • r 11111 NAME -______m_-_m______ • 11011 WIS-111 11 I'll 11011 11111011111111111Ef • * 'INARM plzm mommmmmmm am- ________yy, _________ NAME Illll mmmmmm OWN NAME 11011 _-____ 1 : 1 : r ===ME 1111111111011110 NAME _________ 1 ______ . :1 11110 mm 11111011111111111 mmmm NAME 111111 mm mmm NAME 11111 111111111110 i _S__ 11111111011 11111011111111110 • r MINIM =1101 ■�_ 1 ______ __ # ____ . #NAME _____ • :1 111110111110 111111 11111011110 111110 =MMMMMMM NAME ____ ______ # • • : r _________ NAME 11110111111 mm 111110111101 _-___ 1 ____________ NAME _____1011111111 : r __ 11211111111111011111 1 • • : i mmmmmmmmmmm 0=111111 111011 AWE 111111 1111011110 mmmm NEWS 11011 ____ r ____ 1 ________ . •NAME ___________m___ 1111111 111110=1111 11011 _______ _______ :1 _________- / -m__ i __ • 11011 _____ 1 NAME 1 __■-________ _■-__ :1 ________ 1 _____-_ :1 NAME OOOOOOO®OOOOOOOO®® ' e OOOOOOO®OOOOOOOO©® � 15 14 PERMIT #_ /-5, eurr� cou>vTY ceVe1-cprn�w smvices REVIEWED FOR CODE COIVIpLIANCE DATE o ?'-7 (.5- 1 R 1R 1 9 1 .I 10 y 4 = 4'-0" BRANCH 6 = 6'-0" BRANCH 8 = 8'-0" BRANCH 10 = 10'-0" BRANCH TOTAL BRANCH COUNT = 231 5 I 9138 s. State St., Suite 101 (801) 990-1775 Sandy, UT 84070 (801) 990-1776 FAX vwwv.vectorse.com DATE: 5113115 DESIGNED: CNM DRAFTER: LSB REVISIONS DATE DESCRIPTION 05/20/2015 Added Future Carriers 000, (MD O U w OO z 40c > Q � O I—, O U O -0 0 E U�N�-� O Z c) o W Q N o v z C) U) -� O O /0 V J L Z3 O U) 01C O Ln L0wm �- Q� 000, 5-22-15 U1223-422-151 S5 REV 1 U w z Lo z.} Q Q O Z c) o O o v z C) U) w U)rLli 01C I L0wm �- Q� O ^� O LL-` 5-22-15 U1223-422-151 S5 REV 1 f f �