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B14-2172 017-070-029
i s• A GENE RAC® I INDUSTRIAL �. 2 Industrial Diesel Generator Set EPA Certified Stationary Emergency Prime Power Rating* _�l 45 W 56 kVA 60 Hz11,/1_^.�,,,, I E 44(�.^�.,"i�'111Z� � WEI p .,., '� V O * ■�p�■�`p�_pp�7 ��=ice zoos Ex,m4M 147 �nr W8 • e " available*ERA Cerfifled Prime ratings are not In the U.S. or its Terflionfes 1=0 used for MuAnabon purposes only Codes . 1StandardsPowering Ahead Generac products are designed to the following standards: ,& UL2200, UL508, UL142, UL498 no NFPA70, 99,110, 37 NFPA NEC700, 701, 702, 708 IS09001, 8528, 3046, 7637, Pluses #2b, 4 I MEM NEMA ICS10, MG1, 250, ICS6, AB1 ANSI C62.41 Anerlean NxIeMwE Standards lnsfto For over 50 years, Generac has led the industry with innovative design and superior manufacturing. Generac ensures superior quality by designing and manufacturing most of its generator components, including alternators, enclosures and base tanks, control systems and communications software. Generac's gensets utilize a wide variety of options, configurations and arrangements, allowing us to meet the standby power needs of practically every application. Generac searched globally to ensure the most reliable engines power our generators. We choose only engines that have already been proven in heavy-duty industrial application under adverse conditions. Generac is committed to ensuring our customers' service support continues after their generator purchase. PERMIT #--_�t�7 _ BUT�rT-ECoilNTYYDEVELOPWNNT•ppSEERVI!�VICES E. C-EVIEWE'D F011 CODE- C MPLIANICE BATE_ i� BY e-� GENERAC' I INDUSTRIAL MM POWER SD05O Standard Features vv4iF! r.. wX�FipS.,y a..n4� a.%v.�n...�r,.®W2iau35..5th"Y,"&�Yn-.i`4i�i�ilW ReaVReactNe/Apparent Power • 15 channel data logging -_ yiJ`-wY�y. .nYuaA wnvuMluH�ivupuu�W.dvuHVS1.FM"..AwJAYi • ENGINE SYSTEM ALTERNATOR SYSTEM ENCLOSURE (if selected) • Alarm Information automatically comes up on the -, General • Oil Drain Extension • Air Cleaner • Fan Guard • Stainless Steel flexible exhaust connection • Critical Exhaust Silencer (enclosed only) • Factory Filled Oil • Radiator Duct Adapter (open set only) Fuel System • Fuel lockoff solenoid • Primary fuel filter Cooling System • Closed Coolant Recovery System • UV/Ozone resistant hoses • Factory -Installed Radiator • Radiator Drain Extension • 50/50 Ethylene glycol antifreeze • 120 VAC Coolant Heater Engine Electrical System • Battery charging alternator • Battery cables • Battery tray • Solenoid activated starter motor • Rubber -booted engine electrical connections CONTROL SYSTEM • UL2200 GENprotect'" • 12 leads (3-phase, non 600 V) • Class H insulation material • Vented rotor • 2/3 pitch • Skewed stator • Auxiliary voltage regulator power winding • Amortisseur winding • Bmshless Excitation • Sealed Bearings • Automated manufacturing (winding, Insertion, lacing, varnishing) • Rotor dynamically spin balanced (get tolerance) • Full load capacity alternator • Protective thermal switch GENERATORSET • Internal Genset Vibration Isolation • Separation of circuits- high/low voltage • Separation of circuits - multiple breakers • Silencer Heat Shield • Wrapped Exhaust Piping • Silencer housed in discharge hood (enclosed only) • Standard Factory Testing • 2 Year Limited Warranty(Standby rated Units) • 1 Year Limited Warranty (Prime rated units) • Silencer mounted In the discharge hood (enclosed ony) • Rust -proof fasteners with nylon washers to protect finish • High performance sound -absorbing material • Gasketed doors • Stamped air -Intake lowers • Air discharge hoods for radiator -upward pointing • Stainless steel lift off door hinges • Stainless steel lockable handles • Rhino Coal'" -Textured polyester powder coat TANKS (if selected) • UL 142 • Double wall • Vents • Sloped top • Sloped bottom • Factory pressure tested (2 psi) • Rupture basin alarm • Fuellevel • Check valve in supply and return lines • Rhino Coat" - Textured polyester powder coat • Stainless hardware • ReaVReactNe/Apparent Power • 15 channel data logging -_ • All Phase AC Voltage • 0.2 msec high speed data logging • All Phase Currents • Alarm Information automatically comes up on the -, • Oil Pressure display • Coolant Temperature • Coolant Level Alarms ©® +-• Engine Speed • Oil Pressure (Pre -programmable Low Pressure • SafteryVoltage Shutdown) • Frequency • Coolant Temperature (Pre-programmed High Temp Control Panel • Date/Time Fault History (Event Log) Shutdown) • Digital H Control Panel -Dual 4x20 Display • Isochronous Governor Control • Coolant Level (Pre-programmed Low Level • Programmable Crank Limiter • Waterproof/sealed Connectors Shutdown) • 7 -Day Programmable Exerciser • Audible Alarms and Shutdowns • Low Fuel Pressure Alarm • Special Applications Programmable PLC • Not in Auto (Flashing Light) • Engine Speed (Pre-programmed Over speed Shutdown) • RS -232/485 • Auto/Off/Manual Switch • Battery Voltage Warning • All -Phase Sensing DVR • E -Stop (Red Mushroom Type) • Alarms & warnings time and date stamped • Full System Status • NFPA110 Level I and II (Programmable) • Alarms & warnings for transient and steady state • Utility Monitoring • Customizable Alarms, Warnings, and Events conditions • Low Fuel Pressure Indication • Modbus protocol • Snap shots of key operation parameters during • 2 -Wire Start Compatible • Predictive Maintenance algorithm alarms & warnings • Power Output (kW) • Sealed Boards • Alarms and warnings spelled out (no alarm codes) • Power Factor • Password parameter adjustment protection • kW Hours, Total & Last Run 0 Single point ground GENERAC I INDUSTRIAL VON POWER SD050 �OII,I(JNrBb�e[1I10115`u,zv.S,# `>,aW.sn`.t+, :.�.�.7..�.u�uw..,.ox=.'.".vu.�r,e9.�,i....,,..w.:a ENGINESYSTEM ALTERNATOR SYSTEM ENCLOSURE O Gen-LinkGommunications Soltvam(EnglishOnly) O 8 Load Position Load Center O 2 Year Extended Warranty O 5 Year Warranty O 5 Year Extended Warranty CONTROL SYSTEM O Weather Protected O Leven Sound Attenuation O Level 2 Sound Attenuation O Steel Enclosure O Aluminum Enclosure O 150 MPH Wind Kit O 12 VDC Enclosure Lighting Kit O 120 VAC Enclosure Lighting Kit O AC/DC Enclosure Lighting Kit O Door Alarm Switch TANKS (Size on last page) O Electrical Fuel Level O Mechanical Fuel Level O 54 Gal (204.4 L) Usable Capacity O 132 Gal (499.7 L) Usable Capacity O 211 Gal (798.7 L) Usable Capacity O 300 Gal (1135.6 L) Usable Capacity O B" Vent Extension O 13" Vent Extension O 19" Vent Extension O 21 -Light Remote Annunciator O Remote E -Slop (Red Mushroom Type, Surface O Remote Communication - Ethernet O Remote Relay Panel IS or 16) Mount) O 10A Run Relay O Oil Temperature Sender with Indication Alarm O Remote Estop (Red Mushroom Type, Flush O Ground fault Indication and protection functions O Remote E -Stop (Break Glass Type, Surface Mount) Mount) O Remote Communication - Modem Op ion", ;., General O Alternator Upsizing O Oil Make -Up System O Anti -Condensation Heater O Oil Heater O Tropical coating O Industrial Exhaust Silencer O Permanent Magnet Excitation O Door switched for intrusion alert Fuel System CIRCUIT BREAKER OPTIONS O Flexible fuel lines TANKS O Primary fuel filter O Main Line Circuit Breaker O IBC Seismic Certification O Overfill protection valve O 2nd Main Line Circuit Breaker O UL2085 Tank Engine Electrical System O Shunt Trip and Auxiliary Contact O 10A UL battery charger O Electronic Trip Breakers O 2.5A UL battery charger O Battery Wanner GENERATOR SET O Gen-LinkGommunications Soltvam(EnglishOnly) O 8 Load Position Load Center O 2 Year Extended Warranty O 5 Year Warranty O 5 Year Extended Warranty CONTROL SYSTEM O Weather Protected O Leven Sound Attenuation O Level 2 Sound Attenuation O Steel Enclosure O Aluminum Enclosure O 150 MPH Wind Kit O 12 VDC Enclosure Lighting Kit O 120 VAC Enclosure Lighting Kit O AC/DC Enclosure Lighting Kit O Door Alarm Switch TANKS (Size on last page) O Electrical Fuel Level O Mechanical Fuel Level O 54 Gal (204.4 L) Usable Capacity O 132 Gal (499.7 L) Usable Capacity O 211 Gal (798.7 L) Usable Capacity O 300 Gal (1135.6 L) Usable Capacity O B" Vent Extension O 13" Vent Extension O 19" Vent Extension O 21 -Light Remote Annunciator O Remote E -Slop (Red Mushroom Type, Surface O Remote Communication - Ethernet O Remote Relay Panel IS or 16) Mount) O 10A Run Relay O Oil Temperature Sender with Indication Alarm O Remote Estop (Red Mushroom Type, Flush O Ground fault Indication and protection functions O Remote E -Stop (Break Glass Type, Surface Mount) Mount) O Remote Communication - Modem Op ion", ;., _I`4ilieered ENGINE SYSTEM ALTERNATOR SYSTEM ENCLOSURE O Coolant heater ball valves O 3rd Breaker System O Motorized Dampers O Block Heaters O Door switched for intrusion alert O Fluid containment pans GENERATOR SET O Enclosure ambient heaters TANKS CONTROL SYSTEM O Special Testing O IBC Seismic Certification O Overfill protection valve O Spare Inputs (x4) /outputs (x4) - H Panel Only O UL2085 Tank O Battery Disconnect Switch O ULC 5-601 Tank O Stainless Steel Tank O Special Fuel Tanks (MIDEO and FL DEP/DERM, etc.) O Vent Extensions atng.Deflnitions Y . 4"1"1171!. Standby — Applicable for a varying emergency load for the duration of a utility power outage with no overload capability. Prime—Applicable for supplying power to a varying load in lieu of utility for an unlimited amount of running time. A 10% overload capacity Is available for 1 out of every 12 hours. The Prime Power option Is only available on International applications. Power ratings In accordance with ISO 8528-1, Second Edition dated 2005-06-01, definitions for Prime Power (PRP) and Emergency Standby Power (ESP). GENERAC' I INDUSTRIAL POWER SDO50 application and engineering data ENGINE SPECIFICATIONS General Make EPA Emissions Reference Type Displace Bore - mm (in) Compression Ratio 1"take irM hodb yti�. Cylinder Head Type s M7M7 s 7 �stonape lv�*�� s', .lz, Crankshaft Type Generac `,, 440ona y E¢ erg'e0cy See Emissions Data Sheet 7' , ,.<rw4 x luta in -Line 77 98 (3.86) 18.5:1 Turbochar6ed7Afterpooled Cast Iron OHV Forged Steel Engine Governing Governor Electronic Isochronous Fre dent Rem lu aban, Stead State Lubrication System Oil Pump Type Gear Oil erTywr w,,,'rFU low nde'a+ Crankcase Capacity - L (qts) 7 (7.4) ALTERNATOR SPECIFICATIONS Standard Model 1 390 Field Type I Revolving Insulation Class - Stator I H Interference Factor (TIF) I < 50 Sealed LoadCapacity- Standby 1 100% Cooling System Coaling System Type ater)y Flow' '*`�' Fan Type Fan Diameter mm (in) CoolanLeater attag Coolant Heater Standard Voltage Fuel System Closed Recovery r`,Pie Lubed4$,B(iSeahr'g� Pusher 560 (22) 560,"W, �a 120 V /240 V Fuel Type Ultra Low Sulfur Diesel Fuel Fuel Sy if cata � " % , �'�;, 7, , , Fuel Filtering (microns) 10 Fua ectump Fuel Pump Type Engine Driven Gear l� eecctorr „.a sz . j as ntel 2lbOPSI, Fuel Supply Line - mm (in) 7.92 10.3121 Enntne Electrical System System Voltage 12 VDC 17eryi4. a 30U ., r?�'4� Battery Size See Battery Index 0161970SBY Ground Polarity Negative .4 Voltage Re ulatope Digitala� NumberpSensedPhases,a, �<T"T Regulation Accuracy (Steady, State)„0.25%,. GENERAC' I INDUSTRIAL aaweR SD050 operating data POWER RATINGS 120240 VAC @1.Opl ( 50 kW Amos: 208 Three -Phase 120240 VAC @O.Bpf ( 50 kW Amos: 150 Three -Phase 346/600 VAC @0.8pf 50 kW Amps: 60 r STARTING CAPABILITIES (SKVA) sKVA vs. Voltage Dip FUEL CONSUMPTION RATES' Diesel - aoh flop) Fuel Pump Lift - It (m) 3 (1) (Combustion + Return) 5.5 gph Percent lead gph (Iph) 25% 1.3 (4.92) Total Fuel Pump Flow truer supply installation mustaccommodate fuel consumption rates at 100%load. COOLING Standhv Coolant System Capacity gal (L) 2.5(g.5) -.eat r;leciw`n"{9uGoolao"'„ r„e� n,,i „ Inlet Air cfm (m3/hr) 7500 (212) Max. Ambient Temperature (before derate) F° (C°) 104 (40) Maximum R, iiat'r,gac�pressure C,' , e , , , + , , .jn`H'0 s,:, COMBUSTION AIR REQUIREMENTS Standby Flow at Rated Power cfm (m3/min) 166 (4.7) ENGINE Standby Rated Engine Speed rpm 1800 * orse owet ajtatetl Wa+"'7p* + 8� Piston Speed fl/min (m/min) 1335 B E;, Www,.+,wa � 777"47'' P51.7i.1 ..a?ri".i«31i'i' '" Refer b'Emlalam Data Sheer for m Am rn bHP for EPA and SCAM Permitting Purposes EXHAUST Standby Exhaust Flow (Rated Output) `','� 75% 3.3 (12.50) 00%': truer supply installation mustaccommodate fuel consumption rates at 100%load. COOLING Standhv Coolant System Capacity gal (L) 2.5(g.5) -.eat r;leciw`n"{9uGoolao"'„ r„e� n,,i „ Inlet Air cfm (m3/hr) 7500 (212) Max. Ambient Temperature (before derate) F° (C°) 104 (40) Maximum R, iiat'r,gac�pressure C,' , e , , , + , , .jn`H'0 s,:, COMBUSTION AIR REQUIREMENTS Standby Flow at Rated Power cfm (m3/min) 166 (4.7) ENGINE Standby Rated Engine Speed rpm 1800 * orse owet ajtatetl Wa+"'7p* + 8� Piston Speed fl/min (m/min) 1335 B E;, Www,.+,wa � 777"47'' P51.7i.1 ..a?ri".i«31i'i' '" Refer b'Emlalam Data Sheer for m Am rn bHP for EPA and SCAM Permitting Purposes EXHAUST Derafion - Operational charactedstics consider maximum ambient conditions. Derate factors may apply under atypical site conditions. Please consult a Generac Power Systems Industrial Dealer for additional details. All performance ratings in accordance whir IS03046, BS5514, IS08528 and DIN6271 standards. Standby Exhaust Flow (Rated Output) cfm (m'/min) 448(12. 1) ' �iu..cl�roiii' r °,. S. filen...ycr� r Exhaust Temp (Rated Output) - g': eF (°C) �.� .rasa '�,^�` d+a 1044 (562) Derafion - Operational charactedstics consider maximum ambient conditions. Derate factors may apply under atypical site conditions. Please consult a Generac Power Systems Industrial Dealer for additional details. All performance ratings in accordance whir IS03046, BS5514, IS08528 and DIN6271 standards. GENERAC' I INDUSTRIAL .Mminimm aowa=R SD050 dimensions and weights* a OPEN SET 4 H 4 L 1 W L RUNTIME USABLE USABLE HOURS HOURS CAPACITY Lx W H in (mm) WT Ibs(kg)-Tank&Open Set GAL (L) - 113 (2870.2) x 38 (965.2) x 50 (1270) 150 (68) NO TANK - 76(1930.4) x 38(914.4) x 45 (1143) 1756(796) ME59,204)' ;)(,,,, 7117 2236 7014) ccr)^r. 31 132 (499.7) 76 (1930.4) x 38 (914.4) x 70 (1778) 2466 (1119) ,;'4,$7u-7j,1,�79U7) -'sr76 (19304)X38,( 9144}x82}(20B28J'"26I�(1213)y,f;;" 334 (152) 70 300 (1135.6) 93 (2362.2) x 38 (914.4) x 86 (2184.4) 2138 (1242) t�-T STANDARD ENCLOSURE RUN TIME USABLE HOURS WT lbs (kg) - Enclosure Only HOURS CAPACITY LxW x in (mm) - 113 (2870.2) x 38 (965.2) x 50 (1270) 150 (68) GAL (L) 95 (2413) x 38 (965.2) x 87 (2209.8) 520 (236) 179 (81) Steel Aluminum NO TANK - 95 (2413) x 38(965.2) x 50 (1270) 70 115 (52) t `o,524k 63 ) 31 132 (499.7) 95 (2413) x 38 (965.2) x 75 (1905) 334 (152) ss s49.1s i j79 ). L', 9�.(43)3By(965 2).CJ)7 (2209 e) 70 303(1135.6) 95 (2413) x 38(965.2) x 91 (2311 A) LEVEL 1 ACOUSTIC ENCLOSURE RUNTIME USABLE AT lbs(kg)- Enclosure Only HOURS LxW xHin (mm) CAPACITGALL) - Steel Aluminum NO TANK - 113 (2870.2) x 38 (965.2) x 50 (1270) 150 (68) 132 (499.7) 95 (2413) x 38 (965.2) x 87 (2209.8) 520 (236) 179 (81) 31 132(499.7) 113 (2870.2) x 38 (965 2) x 75 (1905) 435 (198) k eaL * 2�1(7B8 �(j, , w'�,Y(3 2870. 70 300 (1135.6) 113 (2870.2) x 38 (965.2) x 91 (2311.4) LEVEL 2 ACOUSTIC ENCLOSURE - RUNTIME HOURS USABLE CAPACITY GALL) WTlbs(kg)- Enclosure Only Lx W H in (mm) Steel Aluminum NO TANK - 95 (2413) x 38(965.2) x 62(1574.8) )t,(965y2 31 132 (499.7) 95 (2413) x 38 (965.2) x 87 (2209.8) 520 (236) 179 (81) .u'49" 70 300 (1135.6) 95 (2413)x38 (965.2) x 103 (2616.2) 'All measurements are approximate and for estimation purposes only. Sound dBA can be found on the sound data sheet. Enclosure Only weight is added to Tank & Open set weight to determine total weight. YOUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALER Specification characteristics maychange wNaut matice.01menabns and welghts are for preliminary purposes only. Please eonsull a Generac Power Systems Indusetal Dealer for detailed insrallason drawings. Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com 02013 Generac Pow Systems, Inc. All rights reserved. All specifications are subject to change without notice. Bulletin OK5090-B / Printed in U.S.A. 17706/13 _ 1. EXHAUST EMISSIONS DATA INDUSTRIAL R0VV ESR STATEMENT OF EXHAUST EMISSIONS 2014 DIESEL FUELED GENERATOR The measured emissions values provided here are proprietary to Generac and it's authorized dealers. This Information may only be disseminated upon request, to regulatory governmental bodies for emissions permitting purposes or to specifying organizations as submittal data when expressly required by project specifications, and shall remain confidential and not open to public viewing. This Information is not intended for compilation or sales purposes and may not be used as such, nor may it be reproduced without the expressed written permission of Generac Power Systems, Inc. The data provided shall not be meant to include information made public by Generac. Generator Model: RD048/50 EPA Certificate Number: EKMCL3.41D43-004 We Rating: 48/50 CARB Certificate Number: Not Applicable Engine Family: EKMCL3.41D43 SCAQMD CEP Number: 536263 Engine Model: D3400T-Genf Emission Standard Category: Tier Rated Engine Power (BHP)•: 85 Certification Type: Stationary Emergency Cl Fuel Consumption (gal/hr)*: 4.32 (40 CFR Part 60 Subpart 1111) Aspiration: Turbo/Aftercooled Rated RPM: 1800 "Engine Power and Fuel Consumption are declared bythe Engine Manufacturerof Record and the U.S. EPA Emissions based on engine power of specific Engine Model. (These values are actual composite weighted exhaust emissions results over the EPA S -mode test cycle.) CO NOx+NMHC PM F3.51 4.27 0.15 Grarri 2.64 3.19 0.11 Grams/bhp-hr -The stated values are actual exhaust emission test measurements obtained from an engine representative of the type described above. -Values based on 5 -mode testing are official data of record as submitted to regulatory agencies for certification purposes. Testing was conducted in accordance with prevailing EPA protocol, which is typically accepted by SCAQMD and other regional authorities. -No emissions values provided above are to be construed as guarantees of emission levels for any given Generac generator unit. -Generac Power Systems, Inc. reserves the right to revise this Information without prior notice. -Consult state and local regulatory agencies for specific permitting requirements. -The emission performance data supplied by the equipment manufacturer Is only one element required toward completion of the permitting and installation process. State and local regulations may vary on a case-by-case basis and local agencies must be consulted by the permit application/equipment owner prior to equipment purchase or Installation. The data supplied herein by Generac Power Systems cannot be construed as a guarantee of Installability of the generating set. Generac Power Systems, Inc. a S45 W29290 HWY. 59, Waukesha, WI 53189 a generac.com 02014 Generac Power Systems, Inc. All rights reserved. All speci lcatlom are subject to change without notice. Bulletin OK706D 2/14/14 DO NOT SCALE DRAWINGS HANDICAP REQUIREMENTS CONTRACTOR SHALL VERIFY ALL PLANS FACILITY OCCUPANT: AT&T & EXISTING DIMENSIONS & CONDITIONS MT2 TELECOM, L.P. ON THE JOB SITE & SHALL FACILITY IS UNMANNED AND NOT FOR IMMEDIATELY NORIFY THE ENGINEER IN HUMAN HABITATION. HANDICAP ACCESS WRITING OF ANY DISCREPANCIES IS NOT REQUIRED. BEFORE PROCEEDING WITH THE WORK CONTACT: DEBRA MULGANNON OF BE RESPONSIBLE FOR SAME. CONSTRUCTION TYPE: V-6 OTHER REQUIREMENTS PH: 707-374-5075 SITE ADDRESS: CENTER GAP & DOE MILL ROAD, CHICO, CA 95928 • FACILITY HAS NO PLUMBING OR 6' KnowwhaCsbC101N. PARKING dig. C811 before 0 • NO GRADING WILL BE REQUIRED FOR 0 1 800 227-2000 THIS SITE ENGINEER: GILBERT LABRIE, AIA ARCHITECT TO OBTAIN LOCATION OF PARTICIPANTS CA LIC. NO. 7880 UNDERGROUND FACILITIES BEFORE YOU DIG KNVR FA1 0090470 GENERATOR INSTALLATION BUILDING PERMIT0 217 ASSESSOR'S PARCEL# eel U'>o - 07 PERivm . ,1 BUTTE 6U CCI_rNTY DEVELOPMENT SERVICES �''OI0 Z 014 RFVIEVVE D FOR SEP 3 0 2 CODE CO 1,PLI `1 DATE-- ev G -1 DEVELOPMENT SERVICES �P� sGr 04-1ATZ, PROJECT SUMMARY PROJECT TEAM FACILITY OCCUPANT: AT&T AT&T MOBILITY MT2 TELECOM, L.P. LEASE AREA: 4' x 10' 2700 WATT AVE. ROOM 2200-8 1015-8 AIRPORT ROAD EQUIPMENT ENCLOSURE: INTERIOR /EXTERIOR CABINETS SACRAMENTO, CA 95821 P.O. BOX 458 32 CONTACT: DEBRA MULGANNON RIO VISTA, CA 94571 CONSTRUCTION TYPE: V-6 PH: 916-486-3016 PH: 707-374-5075 SITE ADDRESS: CENTER GAP & DOE MILL ROAD, CHICO, CA 95928 162 FAX: 707-374-6194 COUNTY: BUTTE GENERAL DYNAMICS CONTACT: SALOMON MARTINEZ JR. APN: 0017-070-029 5600 QUEBEC ST STE 109A ENGINEER: GILBERT LABRIE, AIA ARCHITECT GREENWOOD VILLAGE, CO 80111 CA LIC. NO. 7880 PROPERTY OWNER: SBA STRUCTURES, INC EMAIL: architect®labrie.com PROPERTY OWNER CONTACT: 5900 BROKEN SOUND PARKWAY N.W. 2ND FLOOR, CONTACT: BOCA RATON, FL 33487-2797 GENERAL DYNAMICS MARKET PROFESSIONAL SERVICES: APPLICANT: AT&T MANAGER KEVIN PARSLEY WESTOWER COMMUNICATIONS, INC POWER PROVIDER: N/A PH: 707-290-5630 2017 OPPORTUNITY DRIVE, STE 4 ROSEVILLE, CA 95678 CONTACT: PROJECT MANAGER APPLICABLE CODE COMPLIANCE JEREMY STROUP PH: 925-202-8654 CONTACT: 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 CONSTRUCTION MANAGER AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT ROBERT SIMONOVICH CONFORMING TO THESE CODES. PH: 916-202-1413_ SCOPE OF WORK 2013 CALIFORNIA ADMINISTRATIVE CODE 2012 INTERNATIONAL BUILDING CODE (IBC) (INCL TITLES 24 & 25) 2012 INTERNATIONAL FIRE CODE (IFC) 2013 CALIFORNIA BUILDING CODES 2012 UNIFORM PLUMBING CODE (UPC) 2013 CALIFORNIA MECHANICAL CODES 2012 UNIFORM MECHANICAL CODE (UMC) PROPOSED EMERGENCY BACK UP POWER 50KW DIESEL GENERATOR MOUNTED ON A CONCRETE PAD 2013 CALIFORNIA PLUMBING CODES LOCAL BUILDING CODES ADJACENT TO THE EXISTING AT&T WIRELESS COMMUNICATION EQUIPMENT. THE DIESEL TANK IS 2013 CALIFORNIA ELECTRICAL CODES CITY COUNTY ORDINANCES INTEGRAL TO THE GENERATOR AS A BELLY TANK WHICH SERVES AS ITS BASE TO ATTACH TO THE CONCRETE PAD VIA CONCRETE ANCHORS. AN AUTOMATIC TRANSFER SWITCH WILL BE INSTALLED TO ANSI EIA -222 G INTERFACE WITH THE PROPOSED GENERATOR AND THE EXISTING WIRELESS COMMUNICATION ELECTRICAL SYSTEM. ALONG WITH ANY OTHER APPLICABLE LOCAL AND STATE LAWS AND REGULATIONS. AREA MAP RED BLUPF DRAWING INDEX SHEET 70 DESCRIPTION 99 32 OUINCY TITLE SHEET SITE 70 A-1 CHICO ORLAND 32 MENDOCINO & DETAILS NATIONAL FOREST DURHAM G-1 45 162 QN GENERAL NOTES GLENN 99 70 OROVILLE VICINITY MAP DRIVING DIRECTIONS (FROM NEAREST AIRPORT) FROM: CHICO MUNICIPAL AIRPORT 150 AIRPARK BLVD, CHICO. CA 95973 -HEAD SOUTHEAST ON AIRPARK BLVD TOWARD FORTRESS ST -CONTINUE ON COHASSET RD. TAKE CA -99 S/STATE HWY 99 S TO HONEY RUN RD/HUMBUG RD -CONTINUE ON HONEY RUN RD/HUMBUG RD. TAKE CENTERVILLE RD TO DOE MILL RD 10444 DOE MILL RD CHICO, CA 95928 TOWER COORDINATES LATITUDE: 39' 47' 00.77" LONGITUDE: -121' 40' 43.71" ELEVATION: ±1,631' 32 SITE J r a CHICO 32 J P-1 �p 99 AT&T WIRELESS 1 DRAWING INDEX SHEET RM/CN DESCRIPTION T-1 TITLE SHEET 5600 S QUEBEC ST SUITE 109A GREENWOOD VILLAGE, CO 80111 A-1 SITE LAYOUT S-1 FOUNDATION PLAN & DETAILS E-1 ELECTRICAL & GROUNDING DETAILS G-1 GENERATOR SP -1 GENERAL NOTES 32 SITE J r a CHICO 32 J P-1 �p 99 AT&T WIRELESS MT2 TELECOM, LP 1015—B AIRPORT ROAD P.O. BOX 458 RIO VISTA, CA 94571 .PHONE: (707) 374-5075 FAX: (707) 374-6194 KNVR FA10090470 CENTER GAP & DOE MILL ROAD CHICO, CA 95928 STAMP: DAR _ �R. �C m � 0. 7680 tP� Ren. 08/ Q 9TF OF CAt �FO� DRAWN BY: R.MONTANEZ CHECKED BY: C.NELSON INU UAIL 1JbullII 1 GENERAL DYNAMICS 90% CONST RM/CN Wireless Services 09/08/14 100%CONST 5600 S QUEBEC ST SUITE 109A GREENWOOD VILLAGE, CO 80111 MT2 TELECOM, LP 1015—B AIRPORT ROAD P.O. BOX 458 RIO VISTA, CA 94571 .PHONE: (707) 374-5075 FAX: (707) 374-6194 KNVR FA10090470 CENTER GAP & DOE MILL ROAD CHICO, CA 95928 STAMP: DAR _ �R. �C m � 0. 7680 tP� Ren. 08/ Q 9TF OF CAt �FO� DRAWN BY: R.MONTANEZ CHECKED BY: C.NELSON INU UAIL 1JbullII 1 8/12/14 90% CONST RM/CN 2 09/08/14 100%CONST RM I SHEET TITLE TITLE SHEET SHEET NUMBER T".01 JOB #: WD3112 PHASE #: 91 - -- T i at&t AT&T WIRELESS - GENERAL DYNAMICS Wireless Services 5600 S QUEBEC ST SUITE 109A q CONDUITS OUTLINE OF GREENWOOD VILLAGE, CO 80111 GENERATOR 10 •���• �••� io #5 BARS ®6" O.C. EA. WAY " 3/4" IMT 3" 10 CHAMFER TELECOM LP Q. 16 4< a ' I I I — — — 1015-B AIRPORT ROAD ----—I RIO VISTA, , CA 94 571 III=I I = = ==I=I (=III=I I I-6" MIN 95% DENSITY; CLEAN I I=III=_— — — — — - _ _ _ _ III III—i I—III-1—I i I—III—III—I PHONE: (707) 374-5075 -I I =I I =I I I=I I I=I I I -I I I=1 I =I 11=&1 COMPACTED s01LIi I=III=III-=III=III=I =III=III=I —III=I I i= —I 1 I—f I I—III—III—I I i-1 I.L-1 I I-1 I I-1 I I-1 I I—I 11-1 I I—III—I t I-1 I I—III—I I I I—III-1 I I I I—III—I I FAX: (707) 374-6194 KNVR FA10090470 CENTER CAP & DOE MILL ROAD CHICO, CA 95928 STAMP: A q /T 5 NOT USED 2 SECTION 'A -AA SCALE: 1° 1'-0A �� SST DR.RC 0. Cu tP> Ren.0 5 ATF OF CA���O� "HILTI" KWIK BOLT 3 SS EXPANSION ANCHOR 1/2" 0 W/ 3 J" EMB. (QTY & SPACING PER GEN. INSTALLATION REQS.) SEE DETAIL 3 - DRAWN BY: R.MC)NTANEZ 1. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 HEAVY HEX NUT APPROX. OUTLINE OF "HILTI" KWIK BOLT 3 SS DAYS WHEN TESTED IN ACCORDANCE WHIT THE AMERICAN SOCIETY FOR TESTING AND EXPANSION ANCHOR 112" GENERATOR BASE MATERIALS METHODS STANDARDS ASTM C 172, ASTM C31 AND ASTM C39 UNLESS CHECKED BY: C.NELSON OTHERWISE NOTED. FLAT WASHER NO DATE ISSUE INITIALS 2. CONCRETE FOR ALL FOUNDATIONS: TYPE I PORTLAND CEMENT, 540 LBS PER CUBIC GENERATOR - — — - THE FOLLOWING MINIMUM COVER (INCHES) FOR REINFORCEMENT SHALL BE PROVIDED, wN EXCEPT AS NOTED ON DRAWINGS. YARD OF CONCRETE MINIMUM CEMENT CONTENT WITH 1" MAXIMUM SIZE AGGREGATE. MOUNT PLATE N — — — — — — — — — ' — — ' — ' -- ' — — CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3" SLUMP RANGE 3" TO 5". TOTAL AIR CONTENT 4% TO 7% BY VOLUME. AIR EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 - 2"11" \ 10" FOUNDATION PLAN — — — ®® ENTRAINING ADMIXTURE REQUIRED TO CONTROL TOTAL AIR CONTENT. WATER REDUCING NOTE: MMI MIAMI r ) 2- 9. EXPOSED FINISHED SURFACE IS NOT TO HOLD WATER. ADMIXTURE PERMITTED TO OBTAIN SLUMP OVER 3". SECTION 4.4, aw%I` . vr:�c_' FOR 10. ALL SURFACES ARE TO BE CLEANED OF ANY RESIDUAL CONCRETE FROM SPLASHING1NSTALLATION OR SPILLS.- TORQUE OF 40FT/LB. 3. ALL CONCRETE CONSTRUCTION SHELL MEET THE REQUIREMENTS OF THE AMERICAN .. S-1 II II JOB #: WD3112 PHASE' CONCRETE INSTITUTE (ACI 318-95) BUILDING CODE REQUIREMENTS FOR REINFORCED 141 NOTES CONCRETE AND (ACI 301) STANDARD SPECIFICATION FOR THE STRUCTURAL CONCRETE. • r<<... ; �� 1 CONCRETE PAD SCALE: 1° _ 1'-0N i '17—T F—] 7 4. REBAR SHALL BE ASTM A-615 DEFORMED TYPE WITH MINIMUM YIELD STRENGTH OF 60,000 PSI (40,000 PSI GRADE MAY BE USED FOR THE TIES &STIRRUPS). WELDED ° n M m w p 10" REINFORCED SLAB W/ I I j Y WIRE FABRIC SHALL CONFORM TO ASTM A-185. CONCRETE PAD a < . <. a g #5 BARS ®ti"a:c. EA WAY (TYP) No " w m 5. DETAILING SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES (ACI STD -315-92). da a' 6. CHAMFER ALL EXPOSED EDGES OF CONCRETE„ <• A A8 _ 7. REINFORCING STEEL SHELL ACCURATELY PLACED AND ACCURATELY SECURED IN POSITION. LOCATION OF THE REINFORCEMENT SHALL BE INDICATED ON THE DRAWINGS. - — — - THE FOLLOWING MINIMUM COVER (INCHES) FOR REINFORCEMENT SHALL BE PROVIDED, - SHEET TITLE EXCEPT AS NOTED ON DRAWINGS. MINIMUM COVER (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3" EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 - 2"11" 10" FOUNDATION PLAN #5 AND SMALLER - 11" ®® "BRUSH NOTE: MMI MIAMI ) 2- 9. EXPOSED FINISHED SURFACE IS NOT TO HOLD WATER. 1. PER ICC ESR -2302 SECTION 4.4, aw%I` . vr:�c_' FOR 10. ALL SURFACES ARE TO BE CLEANED OF ANY RESIDUAL CONCRETE FROM SPLASHING1NSTALLATION OR SPILLS.- TORQUE OF 40FT/LB. CsID0r-, CE; 'j « k f } r - �``' SHEET NUMBER oaTe)`v / S-1 JOB #: WD3112 PHASE' POSITION. LOCATION OF THE REINFORCEMENT SHALL BE INDICATED ON THE DRAWINGS. - — — - THE FOLLOWING MINIMUM COVER (INCHES) FOR REINFORCEMENT SHALL BE PROVIDED, - SHEET TITLE EXCEPT AS NOTED ON DRAWINGS. MINIMUM COVER (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3" EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 - 2"11" 10" FOUNDATION PLAN #5 AND SMALLER - 11" eLocKouT "BRUSH NOTE: lo, AND DETAILS 8. TOP OF FOUNDATION TO HAVE A FINISH". ) 2- 9. EXPOSED FINISHED SURFACE IS NOT TO HOLD WATER. 1. PER ICC ESR -2302 SECTION 4.4, aw%I` . vr:�c_' FOR 10. ALL SURFACES ARE TO BE CLEANED OF ANY RESIDUAL CONCRETE FROM SPLASHING1NSTALLATION OR SPILLS.- TORQUE OF 40FT/LB. CsID0r-, CE; 'j « k f } r - �``' SHEET NUMBER oaTe)`v / S-1 JOB #: WD3112 PHASE' 141 NOTES 3 ANCHOR DETAIL SCALE: 61 =1'-01 1 CONCRETE PAD SCALE: 1° _ 1'-0N i '17—T F—] 7 GROUNDING GENERAL NOTES GROUNDING GENERAL NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL 1. FOR GENERAL NOTES AND SPECIFICATIONS SEE DWG SP -1 GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TOat&t SITE SPECIFIC CONDITIONS. 2. ATS SHALL BE ATTACHED TO SHELTER WALL USING HILTI KWIK` 2. ALL EXTERIOR GROUNDING AND TOP OF GROUNDING RODS BOLTS. (DIAMETER AND QUANTITY TO SUIT EQUIPMENT SHALL BE BURIED TO A MINIMUM DEPTH OF 1'-6" BELOW FINISH MANUFACTURER INSTALLATION REQUIREMENTS) SEE DRAWINGS A-1 GRADE, ELECTRIC METER GROUND EXCEPTED. TO DETERMINE IF A NEW/ADDITIONAL ATS IS REQUIRED. 3. ALL GROUNDING CONDUCTORS SHALL BE 2 SOLID BARE TINNED COPPER. PROPOSED 1" C W/ (1) PAIR #18 qWG EXISTING METER PANEL 1200A 200A, 120/240V 1PHS 3 WIRE FOR GENERATOR START/STOP AT&T WIRELESS 4. GROUND SYSTEM MUST BE INDEPENDENTLY TESTED AND SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS SUBMIT AN ELECTRICAL SYMBOLS LEGEND INDEPENDENT FALL OF POTENTIAL TESTING REPORT. 5. NOTIFY PROJECT MANAGER IF THERE ARE ANY DIFFICULTIES ® CADWELD TYPE CONNECTION INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. EXISTING MAIN ELECTRICAL ) 2P PROPOSED GENERATOQ CONTROL PANEL GROUND PROPOSE[) 050 GENERATOR, 120/240, iPH, 3w EXISTING CONDUIT AND FEEDER TO UTILITY GENERAL SG050 TRANSFORMER �� GENERAL DYNAMICS Wireless Services 5600 S QUEBEC ST 6. CHEMICAL GROUNDS SHALL BE XIT, CHEM -ROD OR APPROVED • COMPRESSION TYPE CONNECTION EQUAL, WHEN REQUIRED. USE MUST BE APPROVED BY PROJECT EXISTING CONDUIT AND FEEDER ^��� SUITE 109A GREENWOOD VILLAGE, CO 80111 MANAGER. NEW GROUNDING ' 7. ALL UNDERGROUND GROUNDING CONNECTORS ARE TO BE CADWELDED ABOVE GRADE GROUNDING SHALL BE EITHER CADWELD — EXISTING GROUNDING OR MECHANICAL. AS SPECIFIED ON DRAWINGS.(3) 9. ALL GROUNDING INSTALLATION IS TO BE IN ACCORDANCE WITH THE NEXTEL STANDARD SPECIFICATIONS AND SUPPLEMENTS PROPOSED AUTOMATIC TRANSFER SWITCH RATED 200A, MT 124/24OV, 1PH 3W W/ NEMA 3R RATED HOUSING GENERAL #rAs—too MDL #006310-0 � 2P PROPOSED 1" C W/ (6) PAIR CAT 5 PROPOSED 2" c w/ cRND * ALARM CABLING PER AT&T #3/0 AWG CU & SPECIFICATION. (SEE GENERATOR ALARM PROPOSED 2" C W/ (3) #3/0 AWG CU & (1) #6 GN D (1) #6 GND (TYPE WIRING DIAGRAMS) (TYPE THWN) THwN) ��••• • .•••• • '•• ;t; PROVIDED BY THE PROJECT MANAGER. 9. GROUNDS ARE TO BE INSTALLED A MINIMUM OF 2'-0" FROM SHELTER OR MONOPOLE. 10. GATE GROUNDING FLEX CONNECTOR: REF. "CADWELD" CATALOG AQ402 FOR GATE POST FLEX CONNECTOR EXAMPLE: PART NO. / ( A239FC25—Y-XL FOR 3" POST). EXISTING MANUAL TRANSFER SWITCH EXISTING GENERATOR SCOPE OF WORK INTERFACE PROPOSED EXISTING CONDUIT AND FEEDER GENERATOR BATTERY < CHARGER/HEATER s0 200A •� Z EXISTING TELco cnBINEr EXISTING PANEL BOARD ) 2P `� _ RATED 2ooA, 120/240A, 1 PH, 3WLd i ° * -PROPOSED DBL LUGGED CONNECTOR AT PROPOSED 20A 1P GENERATOR W/ #2 SOLID TINNED COPPER BRKR FOR GEN BAT `� o GROUND LEAD TO CADWELD CONNECTION TO )20A CHRG/HTR** <n C EXISTING GROUND RING. Provide readily accessible capability to 1P circuit breaker(s), disconnect(s), <� ** - TYPE AND STYLE TO MATCH EXISTING fuse(s),switch(es) and their accessories (i `-' (REQUIRED TO REMOVE AN EXISTING SINGLE •TELECOM. LP 1015—B AIRPORT ROAD P.O. BOX 458 RIO VISTA, CA 94571 PHONE: (707) 374-5075 FAX: (707) 374-6194 6 GROUNDING GENERAL NOTES FINISHED GRADE OR GROUND COVER TO K N V R % FA O O 9 O 4/ O FINISHED GRADE Q Z o Z SUBGRADE �m� co No 0 U_CADWELD, TYP GY OR GT MATCH SLOPE AND THICKNESS OF EXISTING TRENCH T:v M i\ K- yf. CAUTIONARY TAPE io as required and defined in California POLE BREAKER AND SWAP TO "REPLACEMENT Electrical Code BREAKER, TYPEER ANDWITHTWO OTOSINGLE MATCHPOLE EXISTING.) EXISTING L('"�� COMPLY j� ELECT H?TH CALIFORNIA - PERMITa ✓� Z.� Label, circuit breaker(s), disconnect(s), REM L CODE—AR77CLE p50 COMPLY WITH CALsomm ELECTwAL PUTrr CO[ UrvrO P NT SrnViCES fuse(s)switch(es) and their �D BONDING S FOR GROUNDING CODE -for wiring methods -secure r J # EVV D FOR accessories, to identify their location G conductors andconduitperallapplicable CODE COI:,,, ! IANICE and or equipment requirements as required by the 2013 CEO for DATE /� Ili/j /Qy the spetific mahod of wiring / 1 CENTER GAP & DOE MILL ROAD ICHICO; CA 95928 STAMP: s—WITH LI GROUND WIRE SIZEAS NOTED GROUND ROD, COPPERWELD 5/8" DIAMEQR x 10' LONG COMPACTED BACKFILL SATISFACTORY NATIVE OR IMPORTED SOIL z CONDUITS FOR TELEPHONE, ft;� � ,, ELECTRICAL WHERE • r I k APPLICABLE* UNDISTURBED SOILNG: " 3 MIN (TYP) 6" MIN (TYP) �SEo ARcy�r /G� �(tT R. <q O. 880 NRen. 08/ � qTF \FCS OF CA1 2 SINGLE LINE DIAGRAM #2 AWG BARE TINNED GROUND MIRE TO EXISTING SHELTER GROUND RING. IF MORE THAN 20' FROM EXISTING GROUND RING, INSTALL GROUND ROD (5/8 x MIN TOP SOF ROD AND IGROUND WIRE TO BMAX E BELOW FROST LINE. GROUND GENERATOR — --' — — — — — —' — — — — PER MANUTFACTURERS RECOMMENDATIONS / NOTE: I GROUND ROD SHALL BE DRIVE VERTICALLY, NOT TO EXCEED i 45 DEGREES FROM THE VERTICAL *CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS CONCRETE PAD CL - — . - W/50KW GEN. I I **DEPTH TO BE INCREASED TO 2'-0" IN PARKING LOT CONDITION I 1 WRETOBXI TING"FE CE°�"° I GROUND RING (IF EXISTING I 1 FENCE IS WITHIN 6'-0" OF PROPOSED GENERATOR) \ I #2 AWG BARE TINNED 1 DRAWN BY: R.MONTANEZ CHECKED BY: C.NELSON 5 GROUND ROD 4 TRENCHING NO DATE ISSUE INITIALS 1 08/12/14 90% CONST RM/CN 09/08/14 100% CONST RM GROUND WIRE CONNECT 12 TO EXISTING SHELTER GROUND RING I - I i I �-AUTOMATIC TRANSFER 1 SWITCH (SEE NOTE 2) TYPE CR TYPE GT TYPE Gl: TYPE HS TYPE TA CABLE TAP TO THROUGH CABLE THROUGH GABLE HORIZONTAL TEE OF TOP OF TO TOP OF TO SIDE OF CABLE TAP TO HORIZONTAL RUN GROUND ROD GROUND ROD GROUND ROD HORIZONTAL AND TAP CABLES STEEL SURFACE OR PIPE, CABLE OFF SURFACE I I j I EXISTING EXISTING FENCE AT&T I GROUNDING POWER AND COMMUNICATION 1 EQUIPMENT I I CONDUITS p j EXISTING FENCE EXISTING GROUND WIRE j x I � EXISTING SERVICE DISCONNECT - SHEET TITLE ELECTRICAL AND TYPE VS TYPE XB HORIZONTAL CABLE TAP DOWN THROUGH TEE OF CABLE TAP TO AT 45' TO VERTICAL CABLE HORIZONTAL RUN VERTICAL STEEL VERTICAL STEEL TO VEIRTICAL AND TAP CABLES, SURFACE OR THE SURFACE OR SIDE STEEL SURFACE LAPPED AND CUTSHELTER SIDE OF OF HORIZONTAL OR TO THE SIDE HORIZONTAL PIPE OR VERTICAL PIPE OF EITHER HORIZONTAL OR VERTICAL PIPE \ EXISTING EQUIPMENT / GROUND RING — — \ _ i — — — — — — — — NOTE: (FIELD LOCATE) FOR ACTUAL ORIENTATION OF � \ VERIFY QTY, LENGTH, TYPE & GENERATOR, SHELTER, FENCE, CONFIGURATION OF GROUND TOWER & U/G POWER/TELCO RODS TO ENSURE SYSTEM CONDUITS SEE DRAWING A-1 PROVIDES GROUND RESISTANCE GROUNDING DETAILS SHEET NUMBER No E OF 5 OHMS OR LESS JOB #: WD31 12 PHASE #: 91 3 CADWELDS 1 SCHEMATIC GROUNDING PLAN I at&t 1. CONTROL PANEL, (OPTIONAL BATTERY CHARGER INSIDE) 7'-11" AT&T WIRE1_ESS 2. 120V, 20A GFCI & 250V, 15A OUTLET (OPTIONAL) OVERALL LENGTH - 3. CONNECTION POINTS FOR CONTROL WIRES PROVIDED IN ENCLOSURE THE LOW VOLTAGE CONNECTION BOX (USE LOW VOLTAGE STUB UP AREA) 1-sn GENERAL DYNAMICS 4. BATTERY (12 VOLT NEGATIVE GROUND SYSTEM) _ 5. MAIN LINE CIRCUIT BREAKER (MLCB), AC LOAD LEADS WICeI@SS S@fViC2S CONNECT DIRECTLY TO MLCB. (MLCB HEIGHT MAY VARY WITH CB SELECTION) 5600 S QUEBEC ST 6. OPTIONAL BLOCK HEATER SUITE 109A 7. FUEL LINES ARE PLUMBED TO FRAME FOR UNITS WITH NO BASE TANK.GREENWOOD VILLAGE, CO 80111 FUEL LINES ARE PLUMBED DIRE=CTLY TO BASE TANK WHEN SO EQUIPPED 3,657.6 8. CENTER OF GRAVITY AND WEIGHT MAY SHIFT SLIGHTLY DUE TO UNIT OPTIONS [144"] 9. IF GENSET IS TO BE INSTALLED ON A BASETANK REFER TO BASETANK INSTALL (NOTE 18) FOR MOUNTING FOOTPRINT AND STUB UP INFORMATION. •���� NOTE: STUB UP AREA MAY NOT BE THE SAME 2 FOR BOTH GENSET AND BASETANK, PAD LOCKABLE ® °® HIGH VOLTAGE SPILL/FILL MT 10. ENGINE SERVICE CONNECTIONS: CONTAINER CONNECTION Box FUEL INLET = 1/2" NPT COUPLING - (NOTE 12) TELECOM. L' P. FUEL RETURN = 1/2" NPT COUPLING OIL DRAIN = 1/2 P.O.NPT COUPLING SPILL/FILL a 1015—. BOX 458 AIRPORT ROAD EXHAUST OUTLET = 2 1/2" O.D. DRAIN BACK o RIO VISTA, CA 94571 11. DOORS MUST BE ABLE TO OPEN AT LEAST 90' TO BE REMOVED. Q ® _ _ O o PHONE: (707) —619 5 12. AUXILIARY AC CONNECTION FOR UNIT OPTIONS ARE LOCATED IN HIGH VOLTAGE FAX: (707) 3744-s194 CONNECTION BOX, UNLESS AN OPTIONAL LOAD CENTER IS INSTALLED 13. BOTTOM OF GENERATOR SET MUST BE CLOSED TO PREVENT PEST - INTRUSION AND RECIRULATION OF DISCHARGE AIR AND/OR IMPROPER COOLING AIR U.L. 142 Iso GALLON K NVR FUEL TANK WITH FLOW. SECONDARY CONTAINMENT 14. GENERATOR SET MUST BE INSTALLED SUCH THAT DISCHARGE AIR IS NOT Oro FAI0090470 RECIRCULATED. o - 15. CIRCUIT BREAKER -AC LOAD LEADS CONNECT DIRECTLY TO BOTTOM OF BREAKER. CENTER GAP & DOE MILL ROAD -REFER TO LUG SIZING CHART AVAILABLE ON GEN—CONNECT. ' CHICO, CA 95928 4'-9n STAMP: s'_7n 8'-1 On - DAR \G R.< 4 NOTES 2 LEFT SIDE VIEW SCALE: 3/4A _ 1'-0� ' 0. 0 0) Ren. 8/1 g �Q FC 0F 3'-2n _ ENCLOSURE WIDTH DRAWN BY: R.MONTANEZ CHECKED BY: C.NELSON NO DATE ISSUE INITIALS \ i DOORS (TYP) � r 4- All LOAD CENTER C� C� (SINGLE CONNECTION BOX) (OPTIONAL) EMEMM ✓ LOAD CENTER •o Ii (DUAL CONNECTION •o • ® BOX) (OPTIONAL) WEIGHT DATA '. . OPEN SET: 796KG [1756LBS] STEEL ENCL: 236KG [520LBS] i V PERWTa �j2%`�>rn7%TITLE - SHEET / \7BU7T[.000 J7Y L :V[::I_(�r� , i4T SUVtCES . . FUEL TANK DRY: 420KG [924LBS] REVIEW=` ED FOR — DRY WEIGHT: 3,200 Lbs. CODE C X71 LIANCE TOR DATE GENERA 2' -9 - SHEET NUMBER G-1 JOB: WD3112 PHASr 3 REAR VIEW SCALE: 3/4" =1'-0 1 PLAN VIEW SCALE: 3/4n =1'—On GENERAL NOTES: 1 08/12/14 90% CONST RM/CN CONTRACTOR NOTES: 1. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE PORTABLE WATER OR SEWER SERVICE. RM PHASE 2. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS IS REQUIRED). 1. THE CONTRACTOR SHALL GRUB THE SITE AREA AND ANY ACCESS ROAD CLEARING AND REMOVE A MINIMUM OF 6" TO ACHIEVE A STABLE 3. OCCUPANCY'IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH. SUB -BASE TO ACCEPT FILL OR OTHER MATERIAL SPECIFIED FOR THE SITE AND ACCESS ROAD. THE GRUBBING SHALL BE REMOVED FROM 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. THE SITE AND NOT REUSED IN ANY PART OF THIS PROJECT. 5. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, SAFETY EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY TO 2. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO CALL THE LOCAL LOCATING AUTHORITIES TO VERIFY THE LOCATION OF ANY COMPLETE ALL THE WORK OUTLINED IN ALL DRAWINGS, SPI-CIFICATIONS, SCOPES OF WORK, BILL OF MATERIALS, AND ANY OTHER DOCUMENT " UNDERGROUND UTILITIES THAT EXIST WITHIN THE ENTIRE PROJECT AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND ISSUED BY GENERAL DYNAMICS AND AWS. RELOCATION (AS NECESSARY) OF THE UNDERGROUND UTILITIES OR LINE'S. THE CONTRACTOR SHALL PLACE THESE ITEMS ON THE AS BUILT 6. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES,' REGULATIONS, SAFETY REGULATIONS, ALL OSHA DRAWINGS. REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES ANP ANY UTILITY COMPANIES REGULATIONS AND DIRECTIVES. 3. ALL ROADWORK AND MATERIALS SHALL CONFORM TO ALL STATE AND LOCAL CODE; AND IN ACCORDANCE WITH THE DEPARTMENT OF 7. ALL MATERIALS SUPPLIED BY THE OWNER, OWNER'S REPRESENTATIVE, AND THE CONTRACTOR, SHALL BE INSTALLED IN ACCORDANCE WITH ALL HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. LOCAL' AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND PER MANUFACTURER'S RECOMMENDATIONS. 4. THE ACCESS ROAD, IF REQUIRED, WILL BE CONSTRUCTED FIRST BEFORE: ANY OTHE=R WORK ON THE SITE IS PERMITTED. BRING THEROAD 8. ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO VISIT EACH SITE PRIOR TO BID SUBMITTAL AND FAMILIARIZE TO SUB BASE COURSE TO ALLOW CONSTRUCTION TRAFFIC TO USE THE ROAD FOR THE PROJECT AND COMPLETE THE ROAD AFTER HIMSELF/HERSELF WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF WORK INTENDED FOR THE PROJECT. THIS WILL BE CONSTRUCTION OF THE SITE IS SUBSTANTIALLY COMPLETE. PERFORMED AT THE CONTRACTOR'S EXPENSE. 5. ALL SITES AND ACCESS ROADS ARE TO BE CONSTRUCTED TO HAVE A POSITIVE DRAINAGE FLOW AWAY FROM THE SITE AND EQUIPMENT. 9. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE ANY DISCREPANCIES IN THE DRAWINGS OR SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF GENERAL DYNAMICS IMMEDIATELY. INTHEFIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND TO REPORT ANT AND ALL DISCREPANCIES TO GENERAL ALL ACCESS ROAD AND SITE AREAS WILL HAVE AN UNDERLAYMENT OF INIRAFI-50OX, OR EQUAL DYNAMICS PRIOR TO COMMENCING THE RELATED WORK. ANY MINOR ERRORS OR OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT 6. A SOIL STERILIZER SHALL BE APPLIED TO ALL GRAVEL SURFACES AND IBE EPA REGISTERED LIQUID COMPOSITION AND OF PRE -EMERGENCE EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. DESIGN. THE PRODUCT LABEL AND INFORMATION WILL BE GIVEN TO GENERAL DYNAMICS. 10. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. ALL TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE 7. SUB -BASE COURSE OF GRANULAR B MATERIAL SHALL CONSIST OF WELL GRADED SAND AND GRAVEL WITH NO MORE THAN 8% PASSING MUST BE REMOVED AND PROPERLY DISPOSED OF ON A DAILY BASIS. THROUGH #200 SIEVE WITH NO LESS THAN 35% RETAINED ON A #4 SIEVE. CONTRACTOR TO SUPPLY GRADUATION FOR REVIEW PRIOR TO 11. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIOR' TO A NOTICE TO PROCEED (NTP) BEING ISSUED ANDA PLACEMENT. BASE COURSE OF GRANULAR "A" MATERIAL SHALL CONSIST OF 3/4"CRUSHED SAND AND GRAVEL; (ROAD MULCH) WITH NOT PRE -CONSTRUCTION MEETING AT THE SITE HAVING TAKEN PLACE. MORE THAN ` 8% PASSING THROUGH #200 SIEVE. CONTRACTOR TO SUPPLY GRADUATION FOR REVIEW PRIOR TO PLACEMENT. 12. ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A WRITTEN ONE-YEAR WARRANTY STARTING AT THE ACCEPTANCE OF 8. ALL FILL DIRT SHALL- BE CLEAN AND NATURAL. FREE FROM AN DELETERIOUS MATERIALS, ROOTS, ICE, SNOW AND RUBBISH. 'A COPY OF THE SITE FROM THE SITE OWNER. ALL DELIVERY' TICKETS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 -HOURS FROM DELIVERY. 13. THE CONTRACTOR SHALL HAVE A DESIGNATED MANAGER -0N SITE AT ALL TIMES THAT ANY WORK IS BEING PERFORMED. A SUBCONTRACTOR IS 9. ALL TRENCHES SHALL HAVE A SIX-INCH BASE OF CLEAN SAND FILL TO ACCEPT THE CONDUITS AND THEN ANOTHER 12" OF CLEAN SAND - NOT DEFINED AS A DESIGNATED MANAGER. FILL ON TOP OF THE CONDUITS. THE REMAINDER OF THE TRENCH SHALL HAVE A CLEAN COMPATIBLE FILL PLACED IN MAXIMUM LIFTS OF 14. THE SUCCESSFUL CONTRACTOR SHALL PROVIDE SCHEDULE, LIST OF ALL SUBCONTRACTORS WITH ADDRESSES, CELL PHONE NUMBERS AND 8" AND MECHANICALLY COMPACTED TO A DENSITY OF 98% OF STANDARD PROCTOFR MAXIMUM DENSITY. METALLIC WARNING TAPE SHALL BE HOME PHONE NUMBERS, VERIFICATION OF INSURANCE, ANY AND ALL PERTINENT LICENSES AND AN ACCURATE SCHEDULE FOR THE PROJECT PLACED AT 12" BELOW FINISHED GRADE ALONG THE ENTIRE TRENCH. PRIOR TO THE ISSUANCE OF A NTP. 10. ALL COMPACTION OF SITE AREAS SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY A SHEEP'S 15. THE CONTRACTOR IS TO KEEP A COMPLETE AND UP TO DATE SET OF DRAWINGS, SPECIFICATIONS, SCOPE OF WORK AND BILL OF MATERIALS FOOT VIBRATORY ROLLER WEIGHING AT LEAST 5 TONS. SMALLER AREAS SHALL BE COMPACTED BY A POWER DRIVEN HAND HELD TAMPER. ON SITE AT ALL TIMES, THIS WILL BE REFERENCED AS THE AS -BUILT DRAWINGS AND MUST BE KEPT CURRENT ON A DAILY BASIS. THIS IS IN ALL COMPACTED AREAS SHALL BE COMPACTED TO WITHIN 95% OF STANDARD PROTOCOL MAXIMUM TESTED BY AN INDEPENDENT 16. ADDITION TO THE PERMIT SET. A NEW CLEAN SET, OF CONTRACT. DOCUMENTS WILL BE USED TO TRANSFER THE INFORMATION FROM THE FIELD COPY OF THE AS -BUILT .DENSITY LABORATORY. THE OWNER'S REPRESENTATIVE WILL PROVIDE THE CONTRACTOR WITH THE NAME AND NUMBER OF THE LABORATORY BUT IT DRAWINGS TO A NEW COPY. THIS NEEDS TO BE SUBMITTED TO GENERAL DYNAMICS WITH THE CLOSE OUT DOCUMENTS. WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE TESTING. ANY SCHEDULING FOR A PROCTOR WILL BE CONTRACTOR'S 17. ON ANY CO -LOCATION SITE, THE CONTRACTOR AND ALL ASSIGNS ARE NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT RESPONSIBILITY AND MUST BE DONE IN A TIMELY FASHION TO ASSURE THE PROJECT WILL NOT BE DELAYED. BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE CONTRACTOR FROM THE 11. ALL FILL OR STONE WILL BE PLACED IN MAXIMUM 8" LIFTS PRIOR TO COMPACTING. FINISH GRADE, INCLUDING TOP SURFACE COURSE PROJECT. SHALL EXTEND 12" BEYOND THE SITE FENCE AND SHALL ;COVER THE AREA AS INDICATED. 18. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 24-HOUR NOTIFICATION 12. USE RIP RAP IN ANY AREAS WITH SLOPE GREATER THAN 2:1, ENTIRE DITCH FOR 6 FEET IN ALL DIRECTIONS AT CULVERT OPENINGS, AND TO GENERAL DYNAMICS IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY OF ALL INSPECTIONS AND TESTING REPORT AS WELL AS INDICATED ON PLANS. AS TRUCK TICKETS MUST BE SUBMITTED TO THE OWNERS REPRESENTATIVE WITHIN 24 -HOURS OF THE INSPECTION OR TEST. 13. SEED, FERTILIZER, AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBE=D AREAS, DITCHES, DRAINAGE, AND SWALES NOT 19. THE CONTRACTOR IS THE RESPONSIBLE TO VERIFY ALL MATERIALS ISSUED TO THEM AND REPORT ANY SHORTAGES AND DISCREPANCIES TO OTHERWISE RIP RAPPED. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS, WHICH WILL ENCOURAGE ROOTING. PREPARE GENERAL DYNAMICS AT THE TIME OF ISSUANCE. THE CONTRACTOR SHALL STORE THESE MATERIALS PROPERLY, ACCORDING TO THE SURFACE PROPERLY TO ACCEPT THE SEED. SOW SEED IN TWO OPPOSITE DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE MANUFACTURERS RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY ON ANY ITEM. IF ANY ITEM IS DAMAGED OR SEED PRODUCER. UNUSABLE DUE TO IMPROPER HANDLING AND STORAGE THE CONTRACTOR WILL REPLACE IT AT THEIR EXPENSE. 14. THE CONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH OF THE SEED AND LANDSCAPING AREAS BY WATER, STRAW; MULCH NET AND ANY 20. THE CONTRACTOR IS RESPONSIBLE TO FURNISH .PROPER FACILITIES FOR THE WORKERS ON EACH PROJECT FOR THE DURATION OF THAT OTHER PROPER LANDSCAPING METHOD .NECESSARY. A;; AREAS MUST HAVE SUSTAINED GROWTH BY THE TIME OF .COMPLETION OF THE. PROJECT. PROJECT. 21. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT, 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION ON SITE. ANY DAMAGE TO WALKS, DRIVE, AND ATTACHMENTS.. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TOA STRUCTURES OR WORK ON SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE BETTER OR NEW CONDITION. CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS WILL BE AT THE CONTRACTORS EXPENSE 22. THE GENERAL DYNAMICS REPRESENTATIVE RESERVE THE RICHT TO RELOCATE ANY EQUIPMENT WITHIN 10 FT. OF THE LOCATION SPECIFIED ON 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT ALL DAMAGE TO THE SITE SUBSEQUENT TO THE INSTALLATION OF THE POWER AND THESE DRAWINGS PRIOR TO INSTALLATION BY THE CONTRACTOR. TELCO LINES. 23. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE GENERAL DYNAMICS REPRESENTATIVE. 24. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, AND ELECTRICAL LINES. 25. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE GENERAL DYNAMICS Wireless Services 5600 S QUEBEC ST SUITE 109A GREENWOOD VILLAGE, CO 80111 MT, TELECOM. 1015-B AIRPORT F OAD" P.O. BOX � 458 RIO VISTA, `A. 9 ,# PHONE: (707) 174=5,04 FAX: (707) 374-6194 KNVR FA10090470 f' CENTER GAP & DOE 4JU- ROA[ CHICO, CA 9592-8, `Y STAMP: 0 ■ ®1 REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 26. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED, WITHOUT PRIOR WRITTEN APPROVAL FROM THE GENERAL DYNAMICS REPRESENTATIVE. FAILURE TO OBSERVE THIS RULE MAY RESULT IN THE CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. DRAWN BY: R.MONTANEZ 27. VERIFICATION THAT THE EXISTING ROOFTOP CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. PROVIDE SUPPORT FOR THE ANTENNA CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. CHECKED BY: C.NELSON 28. BCI WIRELESS, LLC OR ANY REGISTERED PROFESSIONAL ENGINEER EMPLOYED OR CONTRACTED BY BCI WIRELESS, LLC DOES NOT 'CERTIFY THE NO DATE ISSUE INITIALS STRUCTURAL INTEGRITY OF THE CONSTRUCTION CONTAINED HERIN UNLESS BCI WIRELESS, LLC HAS BEEN CONTRACTED TO PERFORM A STRUCTURAL ANALYSIS AND THEREBY ADDITIONAL DOCUMENTATION IS REQUIRED. BUTT@ COUNTY Q V W;: %4%T SERV;CES REVIEWED FOR CODE CCjjjMP✓.IX\IC,E DATE I4/l Y" 6Y- CS I 1 GENERAL CONSTRUCTION NOTES - ----7---F- _ - - - - - _- ----- - _-: -- -- - - 1 T - _ - f 1�11T� 1 �Ii1�1 T-71[ ` I I ! I , h 'I !f 11 11- - _ ___ T F �-- SHEET TITLE GENERAL NOTES tMLLI INUMbLIN SPEM01 1 08/12/14 90% CONST RM/CN 2 09/08/14 100% CONST RM PHASE #: SHEET TITLE GENERAL NOTES tMLLI INUMbLIN SPEM01 91 JOB #: WD3112 PHASE #: