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Home My WebLink About2019-05-29 PACKET 06.1.STAFF REPORT CASE: CUP2019-018 ITEM: 6.1 PUBLIC MEETING DATE: 5/29/19 TENTATIVE COUNCIL REVIEW DATE: 6/19/19 APPLICATION APPLICANT: T -Mobile Central LLC REQUEST: A conditional use permit to allow the addition of 207.23 square feet of ground space to accommodate a new backup generator at the 81st Street Water Tank. SITE DATA LOCATION: ZONING: GUIDED LAND USE: 8520 81st Street South R-3, Single Family Residential Parks/Private Open Space LAND USE OF ADJACENT PROPERTIES: CURRENT GUIDED NORTH: Parks Parks/Private Open Space EAST: Parks Parks/Private Open Space SOUTH: Residential Low Density Residential WEST: Residential Low Density Residential SIZE: N/A DENSITY: N/A RECOMMENDATION Approval, subject to the conditions stipulated in this staff report. 1 Cottage COTTAGE GROVE PLANNING DIVISION J Urove here Pride and Prosperity Meet Planning Staff Contact: Emily Schmitz, Senior Planner, 651-458-2874, eschmitz(d-)cottagegrovemn.gov Application Accepted:. 5/8/19 60 -Day Review Deadline: 7/7/19 City of Cottage Grove Planning Division • 12800 Ravine Parkway South • Cottage Grove, MN 55016 Planning Staff Report T -Mobile Central, LLC — Conditional Use Permit Planning Case No. CUP2019-018 May 29, 2019 Proposal T -Mobile Central, LLC has applied for a conditional use permit (CUP) to install an emergency back-up generator at their existing equipment storage structure at the 81st Street water tower. The generator would be screened by vinyl privacy fencing. A new lease agreement with the City permitting the additional use of space would require City Council approval in addition to the 2019 CUP. Location Map Review Process Application Received: April 24, 2019 Acceptance of Completed Application: May 9, 2019 Tentative City Council Date: June 19, 2019 60 -Day Review Deadline: July 7, 2019 Planning Staff Report T -Mobile Central, LLC — Planning Case No. CUP2019-018 May 10, 2019 Page 2 of 7 Planning Considerations Ordinance Criteria The City's Electromagnetic Communication Facilities ordinance requires a conditional use permit for antennas and related wireless transmission facilities and equipment. Approval is subject to the provisions of the zoning ordinance and any conditions required by the City. When reviewing conditional use permits, the Planning Commission looks to City Code Title 11-2- 9F; Criteria for Issuance of Conditional Use Permits, as the guiding doctrine for review. This sec- tion states that in granting a CUP, the City Council shall find that: 1. The use will be in conformity with the City's Comprehensive Plan and with the purpose, intent and applicable standards of this Title. 2. The use shall be located, designed, maintained and operated to be compatible with the existing or intended character of that zoning district in which it is located. 3. The use shall not depreciate values of surrounding property. 4. The use shall not be hazardous, detrimental or disturbing to present and potential surrounding land uses due to noises, glare, smoke, dust, odor, fumes, water pollution, vibration, general un- sightliness or other nuisances. 5. The use shall generate only minimal vehicular traffic on local streets as defined by the transpor- tation element of the Comprehensive Plan. The use shall not create traffic congestion, unsafe access or parking needs that will cause inconveniences to the adjoining properties. 6. The use shall be served adequately by essential public services, such as streets, police, fire protection and utilities. 7. The use shall not create excessive additional requirements at public cost for public facilities and services and shall not be detrimental to the economic welfare of the City. 8. The use shall preserve and incorporate the site's important natural and scenic features into the development design. 9. The use shall cause minimal adverse environmental effects. 10. The use shall not adversely affect the potential development of adjacent vacant land. The City's Technical Review Committee reviewed this application on May 8, 2019 under the above criteria. The Committee found that the CUP criteria could be met, and the conditional use permit for T -Mobile Central, LLC could be approved subject to conditions. Installing an emergency backup generator would not significantly change the appearance of the equipment shelter, and T - Mobile's application complies with City ordinance regulations. Planning Staff Report T -Mobile Central, LLC - Planning Case No. CUP2019-018 May 10, 2019 Page 3 of 7 Background The T -Mobile equipment at the 81st Street water reservoir location was approved by Resolution No. 04-067 in 2004. The conditional use permit allowed for the construction of a 20 -foot by 40 - foot equipment shelter and installation of six antennas on top of the water reservoir providing additional service to Cottage Grove residents. In 2014, Resolution No. 2014-101 permitted installation of three additional antennas to improve communication capacity and data transmission speed to current and future wireless communica- tions systems. Site Characteristics There are two existing water reservoirs at the 8520 81st Street site. The smaller reservoir (1.0 million gallon) is located west of the 3.0 -million -gallon reservoir. The water storage structures provide services to the intermediate pressure zones in the community. Both reservoirs are surrounded by an eight -foot high chain-link fence. The remainder of the area is generally open space with a stormwater holding pond along the east side of the parcel. The only structures on the property include equipment shelters on the north and east sides of the 3 - million gallon water reservoir. A paved access drive extends from 81st Street. The parcel is surrounded on the west, south, and east sides by residential dwellings. �!;!`` A- a Site View from South Equipment T -Mobile currently houses 12 antennas on top of the water reservoir and equipment within the storage shed to the east. Planning Staff Report T -Mobile Central, LLC — Planning Case No. CUP2019-018 May 10, 2019 Page 4 of 7 Current Equipment Z_ 7 T -Mobile is proposing to install the emergency generator on an eight -foot x four -foot steel platform. The generator would be natural gas fueled. Timbers would be utilized for edging around com- pacted gravel under the platform. The approximate 203 square feet of additional area would be surrounded by a five-foot vinyl privacy fence. Below is an image of the proposed vinyl fence. N0 i E: FOR REFERENCE FRGPGSED VINYL FENCE: PIANEL I# SIDES I OF THE GENERATGR ? Q ..IF'M ENT. 2 VINYL FENCE IMAGE k.T.:. Planning Staff Report T -Mobile Central, LLC — Planning Case No. CUP2019-018 May 10, 2019 Page 5 of 7 The generator would emit noise once per month when in exercise mode and at any time during a prolonged power outage due to storm or other emergency. The generator would not run until the back-up batteries on site had been depleted as well and would ensure that cellular service is provided until responders could reach the site. EXISTING CHAIN INK FENCE COMPOUND PROPOSED T"MOBILE GENERAC RG025 AC NATURAL GAS GENERATOR ON 8'-0"x4'-0" STEEL PLATFORM SEE S-1 FOR DETAILS PROPOSED COMPACTED GRAVEL COMPOUND WITH LANDSCAPE TIMBERS FOR EDGING PROPOSED GENERAC RXSC200A3 TRANSFER SWITCH ATTACH ON EXISTING SHELTER WALL AND CONDUIT BETWEEN SSC AND GENERATOR EXISTING PURCLLL OUTDOOR SSC CABINET NO MODEL NUMBER GENERIC SINGLE DOOR WIAC UNIT_2 OR 3 BAT TRAY (STING T"MOBILE IDERGROUND INDUITS (TYP.) 4 15-8" PROPOUO capa lat — PROPOSED VINYL FENCE PANEL (3 SIDES) OF THE GENERATOR EQUIPMENT. PROPOSED LEASE AREA (207.23 SF) 24 VWE EXISTING EASEMENT j .7 ASSUMED EXISTING 20'-0'x20'-0' T -MOBILE LEAST AREA -PLEASE VERIFY I PROPOSED GAS LINE FROM PROPOSED GENERATOR TO EXISTING R.O.W. n Installation of the additional lease area would not interfere with a storm sewer easement to the east of the exisiting equipment structure. Public Works has staked the storm sewer easement area, and care should be taken during construction to avoid any intrusion within the staked area. EXISTING OTHER CARRIER a/ SHELTER ^ G � W 20'-0" LV V EXISTING WWx44-0' SHELTER Proposed Generator Location Installation of the additional lease area would not interfere with a storm sewer easement to the east of the exisiting equipment structure. Public Works has staked the storm sewer easement area, and care should be taken during construction to avoid any intrusion within the staked area. Planning Staff Report T -Mobile Central, LLC — Planning Case No. CUP2019-018 May 10, 2019 Page 6 of 7 Proposed Generator Location Public Hearing Notices The public hearing notice was mailed to 220 property owners who are within 500 feet of the site and published in the South Washington County Bulletin on May 15, 2019. Recommendation That the Planning Commission recommend to the City Council approval of T -Mobile Central, LLC's request to install an emergency generator with required screening at the City's 81st Street water reservoir site as shown on T -Mobile's site plan prepared by Trileaf Architecture & Engineer- ing dated April 17, 2019, subject to the following conditions: 1. All applicable permits (i.e., building, electrical, mechanical) and a commercial plan review packet must be completed, submitted, and approved by the Building Official, Fire Marshal, and Public Works Director prior to the commencement of any construction activities. 2. Applicant must submit as -built drawings to the City upon completion of the installation. 3. The applicant shall continue to work with the Public Works Department in finalizing the lease area. 4. Applicant must comply with the terms and conditions of the Lease. 5. The applicant must schedule a pre -construction meeting with the Public Works Director and City Engineer before work can begin. 6. Advertising on the antennas or equipment building is prohibited. Planning Staff Report T -Mobile Central, LLC — Planning Case No. CUP2019-018 May 10, 2019 Page 7 of 7 7. Outdoor storage is prohibited. 8. No significant change in the use or design of the generator location and enclosure may be made without consent of the Public Works Director. 9. Utilities must be installed underground as approved by the Public Works Director. 10. The applicant must restore turf areas damaged by construction of the pad, platform, and fenc- ing by providing a minimum of four inches of topsoil and seeding and watering of all disturbed areas. Seed mix shall be approved by the Public Works Director. 11. Any noise emitted shall be in conformance with City Noise Ordinances. Monthly exercises shall not be operated between the hours of 7:00 p.m. and 7:00 a.m. 12. Utilities must be installed underground as approved by the Public Works Director. 13. Avoid intrusion into the staked stormwater easement area during construction. Notify Public Works if access if needed. Prepared by: Emily Schmitz Senior Planner Attachments: — Site Plans LOCATION MAP Caltoye c n.. SITE LOCA HON T • •Mobile - a0¢¢ 1 SURET1ITREET PROJECT NAME: NETWORK HARDENING °M" °" I Ae»-0 SITE NAME: COTTAGE GROVE WT SITE ID: Al Q0770D TRILEAF ARCHITECTURE p p [ 8520 81 ST STREET S &ENGINEERING STILE ET ADDRESS: 1821 WALDEN OFFICE SQUARE SUITE 510 COTTAGE GROVE, MN 55016 SCHAUMB2F: 16301227 PH: 163CHAR 0202 F: 1630122]-1212 MobileA COUNTY: WASHINGTON COUNTY P1151t�: IInnaG— Rsal Euals Clhmg t- cas SITE TYPE: WATER TOWER PROJECT DESCRIPTION PIP21r4Q SCOPE DF WORK: GENERAL SITE INFO'. Pond Park INSTA LL HE RG0252AL AC -URA L GAS GENERATOR ON NEW STEEL I NFFCILITY IS UNMANNED SN D NOT FOR HADN HABITATION PLATFORM. INTEGRATE EXISTING ALARM AND ELECTRICAL CONNECTION WITH (2) HANDICAP ACCESS IS NOT REQUIRED. NEWGENERATOR, INSTALL NEWGENERAC RXS2D 3 TRANSFER SWITCH (31 FACILITY HAS NOPLUMBINGOR PARKING. (4) NO GRADING WILL BE REQUIRED FOR THE SITE PROJECT TEAM APPLICANT INFORMATION: T • •Mobile: 8000 WEST ]8TH ST SURE 400 EDINA, MN 55439 19621 833-4145 ARCHITECTURAL ENGINEERING FIRM: I N.-, Certify tAat P Plan, sR_Iicetion, or P¢PreParetl Oy me Orun¢ dir¢cI arP vision artl tnal lam atluly uLicense4 Pmfesvonal E iginev ulWer.I6¢ laws Mtne Ste of Mrnnawp CODE COMPLIANCE Pn Namr, ROGER ALLAN DIMMER ,LL WORK AND MATERIALS SHALL BE PERFORMED SND INSTALLED IN SCCORDANCE WITH -F$ 9 CURRENTEDITIONS OF THE FOLLOWING CODES 4S ADOPTED BY THE LOCAL GOVER NING OMI AUTHORITIES, NOTHING IN THESE PIANS IS TO BE CONSTRUED TO PERMIT WORK NOT q / l+unsep 51880 CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING. FEDERAL, STATE, LOCAL CODES AND ALL APPLICABLE INDUSTRY STANDARDS • MINNESOTA STATE BUILDING CODE -2015 • NATIO NAL ELECTRICAL CODE -2014 • MINNESOTA MECHANICAL AND FUEL GAS CODE -2015 • MINNESOTA PLUMBING CODE- 2015 (INCLUDING CHAPTER 4714 • M NNESOTA STATE FIRE CODE -2015 MSFC • MI NNESOTA ENERGY CONSERVATION CODE -2015 SITE NAME: OSHA COTTAGE GROVE • ANSI A10.48 • TIA-322 SITE ID'. • TIF -222-G2 F •)E TRiJ,EAF ARCHITECTURE & ENGINEERING 1621 WALDEN OF SQUARE SURE 51010 SCHAUMBURG, IL 60173 PHONE: 16301227-0202 FA :16301 T7-1212 SITE ACQUISITION: � i 1n151+ a inc. R•Is6 Estat°rw hire SgmIm 1sssD ROAD SUITE 1401 SUITE 1 OAKBROOK TERRACE, IL60161 SHEETINDEX PROPERTY INFORMATION 3 4 T-1 TITLE SHEET • • " COORDINATES (NAD 83): A-2 DETAILED SITE PLAN • • �^1 V • • -1 ODE 44.9317D00D(44°46':4.1194"N) S-1 FOUNDATION OR PLATFORM DETAILS • • E-1 WIRING DETAILS LONGITUDE. -92.93340000 (92 56 0.24" W) E-2 PANEL AND PENETRATION DETAILS • • E-3 ATS, CONDUIT & GROUND ROD DETAILS • • SITE ADDRESS. • • E-5 ATS SPECIFICATIONS • • N-1 GENERAL NOTES 8521) 81ST STREET E COTTAGE GROVE, MN 55016 PENDING APPROVAL OF JURISDICTION. THE FOLLOWING PARTIES HAVE REVIEWED REJECTED THIS PROJECT FOR CONSTRUCTION. CONTRACTORS MAY THE DESIGN NOT START CONSTRUCTION 0 KDL S13 PROPERTY CONTACT INFORMATION: �.f'm NIA a DRIVING DIRECTIONS. NGRTH __ DEPART T-MOEILE SWITCHIBD]DLUNARLANEA\/E EAGAN, MN55121) HEAD NORTH ON LUNAR LN TOWARD LONE OAK RD, TURN RIGHT ONTO LONE OAK RD. USETHE2ND FROM THE LEFT LANETO TURN LEFTONTO DODD RD. TURNRIGHT SITEMAP TO STAY ON DODO RD, USE THE RIGHT LANE TG TAKE THE RAMP ONTO IA94 E, MERGE ONTO I-494 E. TAKE EXIT 62 B TO MERGE ONTO US -1 D EIUS-s 1 5 TOWARD HASTINGS. TAKE THE 8- STIGRANGE BLVD EXIT. USE THE LEFT 2 LANES TO TURN LEFT ONTO BOTH STS, TURN RIGHT ONTO INNSDALE AVE S. TURN LEFT ONTO 81ST STS, DESTIN4TION WILL BE ON THE LEFT - NATURAL GAS PROVIDER. H i - y CENT 2NT ENERGY 800.245-23]11] �• --_r POWER PROVIDER: XCELENERGY 80DA81-47DO TO OBTAIN LOCATION OF PARTICIPANTS - UNDERGROUND FACILITIES BEFORE YOU - DIG IN MINNESOTA, CALL GOPHER STATE ONE CALL TOLL FREE: 00-252-11660R 1-8 FAX A LOCATE. 1-800-236-4967 _.gopherstateonecall.org Know what's UeIOW.NES OTA STATUTE REQUIRUIR ES MIN OF 46 HOURS - `. �; Call before dig. NOTICEBEFOREYOU NORM you EXCAVATE PROJECT TEAM APPLICANT INFORMATION: T • •Mobile: 8000 WEST ]8TH ST SURE 400 EDINA, MN 55439 19621 833-4145 ARCHITECTURAL ENGINEERING FIRM: I N.-, Certify tAat P Plan, sR_Iicetion, or P¢PreParetl Oy me Orun¢ dir¢cI arP vision artl tnal lam atluly uLicense4 Pmfesvonal E iginev ulWer.I6¢ laws Mtne Ste of Mrnnawp CODE COMPLIANCE Pn Namr, ROGER ALLAN DIMMER ,LL WORK AND MATERIALS SHALL BE PERFORMED SND INSTALLED IN SCCORDANCE WITH -F$ 9 CURRENTEDITIONS OF THE FOLLOWING CODES 4S ADOPTED BY THE LOCAL GOVER NING OMI AUTHORITIES, NOTHING IN THESE PIANS IS TO BE CONSTRUED TO PERMIT WORK NOT q / l+unsep 51880 CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING. FEDERAL, STATE, LOCAL CODES AND ALL APPLICABLE INDUSTRY STANDARDS • MINNESOTA STATE BUILDING CODE -2015 • NATIO NAL ELECTRICAL CODE -2014 • MINNESOTA MECHANICAL AND FUEL GAS CODE -2015 • MINNESOTA PLUMBING CODE- 2015 (INCLUDING CHAPTER 4714 • M NNESOTA STATE FIRE CODE -2015 MSFC • MI NNESOTA ENERGY CONSERVATION CODE -2015 SITE NAME: OSHA COTTAGE GROVE • ANSI A10.48 • TIA-322 SITE ID'. • TIF -222-G2 F •)E TRiJ,EAF ARCHITECTURE & ENGINEERING 1621 WALDEN OF SQUARE SURE 51010 SCHAUMBURG, IL 60173 PHONE: 16301227-0202 FA :16301 T7-1212 SITE ACQUISITION: � i 1n151+ a inc. R•Is6 Estat°rw hire SgmIm 1sssD ROAD SUITE 1401 SUITE 1 OAKBROOK TERRACE, IL60161 SHEETINDEX SHEET NO. SHEETTITLE 3 4 T-1 TITLE SHEET • • A-1 GENERAL SITE PLAN • • A-2 DETAILED SITE PLAN • • A-3 EQUIPMENT DETAILS • • A-4 FENCE DETAILS S-1 FOUNDATION OR PLATFORM DETAILS • • E-1 WIRING DETAILS • • E-2 PANEL AND PENETRATION DETAILS • • E-3 ATS, CONDUIT & GROUND ROD DETAILS • • E-4 GENERATOR SPECS (MODEL SPECIFIC) • • E-5 ATS SPECIFICATIONS • • N-1 GENERAL NOTES • • PENDING APPROVAL OF JURISDICTION. THE FOLLOWING PARTIES HAVE REVIEWED REJECTED THIS PROJECT FOR CONSTRUCTION. CONTRACTORS MAY THE DESIGN NOT START CONSTRUCTION WITH THEIR FUNCTIONAL RESPONSIBILITIES AND HAVE APPROV WITHOUT A NOTICE TO PROCEED (NTP) FROM T -MOBILE. ED DR Al Q0770D SITE ADDRESS. 6520 81ST STREET S COTTAGE GROVE, MN 55016 PROJECT NUMBER. 640127 TITLE SHEET T_1 80TH ST S 1 1 ' 1 auaDING { AREA 1 I I \ EXISTING PROPERTY LINE RESIDENTIAL ( AREA (D GENERAL SITE PLAN NORTH PROPOSED GENERATOR ggal ESIi1B Cerjn55tfl'Ing & TRANSFER SWITCH SEE A-2 FOR DETAILS PROPOSED GENERAC RXSC200A3 J TRANSFER SWITCH ATTACH ON by—IN thpIN, oym Aire EXISTING SHELTER WALL AND rev rl wn peps eorsvah�h CONDUIT BETWEEN SSC AND Pro.ecsorialaCagnatiaa'aer�tne�ews ufgp� GENERATOR GRASS I Stateol Minrrewla EXISTING WATER TOWER TREES Prim Name: ROGERALLAN ZIMMER PROPOSED GAS LINE FROM I AREA PROPOSED GENERATOR TO Sipnalur¢.. v x EXISTING R.O.W. — I 081a y"f 'fp lsemep 51980 I ♦ ♦ SITE NAME: �1J1 GRA99t COTTAGE GRI n ♦♦ TREES V AREA �, ,y `♦ , SITE IDAl Q0770 V ♦ SITEFDDRESS. 6520 61ST STREE RESIDENTIAL ♦ COTTAGE GROVE. MI AREA ♦ — — PROJECT NUMBER. 640127 ACCESS DRIVE EXISTING r GRASS AREA EXISTING d6 �—R (o DETAILED SITE PLAN NORTH EXISTING CHAIN LINK FENCE COMPOUND PROPOSEDT-MOBILE GENERAC RG025 AC NATURAL GAS GENERATOR ON 8'-0"x 4'-0" STEEL PLATFORM SEE S-1 FOR DETAILS PROPOSED G OMPACTED GRAVEL COMPOUND WITH LANDSCAPE TIMBERS FOR EDGING PROPO SED GENERAC RXSC260A0 TRANSFER SWITCH ATTACH ON EXISTING SHELTER WALL AND _ CONDUIT BETWEEN SSC AND GENERATOR EXISTING PURCELL OUTDOOR SSC _ CABINET NO MODEL NUMBER_ GENERIC SINGLE DOOR W/AC UNIT 2 OR 3 BAT TRAY EXISTING LE UNDERGROUND CONDUITS tTVPJ 11001i EXISTING GRASS REA T • •Mobile - 1111 lElT 1 T EEr GENERAL NOTES EOINA, MN wszl eaaa ' NEW 4'-0" x 8'-D" STEEL PLATFORM PROVIDED AND INSTALLED BY GENERAL CONTRACTOR (AS REQUIRED SEE S-1, PROPOSED VINYL FENCE PANEL GOODS) OF THE GENERATOR `CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. TRILEAF EQUIPMENT- ' CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY ARCHITECTURE C ONSTRUCTIONTO ORIGINAL OR BETTER CONDITION & ENGINEERING CONDUITS 1821 WALDEN OFFICE SQUARE PROPOSED LEASE AREA SUITE 510 (20].23 SF) INSTALL PULL STRING IN EACH CONDUIT. SCHAUMBURG. IT..- L601]316301F: 1636122]-1212 (..I ` NEW 2" AND (1) NEW I" ELECTRICAL CONDUITS WITH CONDUCTORS TO RUN FROM NEW GENERATOR TO NEW ATS CONDUITS PROVIDED AND INSTALLED BY GENERAL C ONDACTOR. SEE E-1 E-2 & E-3 I n C Ite inc. ' NEW 1" ELECTRICAL CONDUITS WITH CONDUCTORS TO RUN FROM NEW GENERATOR TO AC PANEL. CONE UITS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR SEE V AW Estate C.—hi6g y9NIG8S E-1 E-2 & E3 20' NADE EXISTING EASEMENT GROUNDING `NEW EXOTHERMIC CONNECTION FROM EXISTING GROUND RING TO NEW MECHANICAL CONNECTION AT GENERATOR CHASSIS. GENERAL CONTRACTOR TO VERIFY LOCATION INFIELD. LOCATE GROUND RODS NO MORE THAN 16'-0" APART. ASSUMED EXISTING 2ULD x2D-D' T -MOBILE LEASE H -FRAME AREA- PLEASE VERIFY PROVIDED NEW H -FRAME IF REQUIRED. MATCH EXISTING H -FRAME MATERIAL FOR CONSTRUCTION OF NEVI H -FRAME ' USE ALL GALVANIZED COMPONENTS, WITH PLASTIC CAPS ON UN -STRUTS, WEATHER PROPOSED GAS LINE FROM PROPOSED CAPS ON TOPS OF PIPE AND CONCRETE GENERATOR TO 'SUPPORTSBELOW POSTLINE EXISTING R.O.W. ITOPE OF THE FOOTING SHOULD BEAT LEAST 2" ABOVE EXISTING GROUND LEVEL. SLOPE THE GROUND AWAY FROM THE H -FRAME FOR THE POSITIVE WATER DRAINAGE L4 GF THE FORM I FIRE PROTECTION ,H>/,I W I SITE NAME: ^ F -I ' POUND DRV CHEMICAL (NOIaAAIM1AONIUM PHOSPHATE) FREE EXTINGUISHER SHALLHALL BE PLACED COTTAGE GROVE tj] ON-SITE COORDINATE PLACEMENT AND LOCATION WITH SITE OWNER OR CONSTRUCTION MANAGER. V/ VV I7 W SITE ID. U I AlQ0770D SITE;DDRESS. qqq 8520 61ST STREET S j I I COTTAGE GROVE, MN 55016 PROJECT NUMBER. j 640127 yeti I o�� I �sCoai PROPOSED GENERATOR 5. i LOCATION - mN ", 0;! T • •Mobile® GENERATOR sonoEEr SUBS ED1NA, MN55439 BB ee F --- wszl e3aa ®� ®® MIN 18" CLEARANCE TO10IAPLV NPT THREADED TH NFPA 3]ARTITICLE4 WITH lUEL FUEL INLET ®® EEE3 e MALE NPT THREADED ® ® FUEL ®® X'FLEXIBLENGLINE BB ®® EEE3 e ®® ®® ee LEFT SIDE w RADIATOR FILL CAP N TRILEAF ARCHITECTURE &ENGINEERING %" SHUTOFF VALVE NG ELBOW ? EXHA UST SIDE MIN 5' O x CLEARANCE FROM ANY STRUCTURES, w SHRUBS, TREES, OR ANY KIND OF VEGETATION TO COMPLY WITH 1821 WALDEN OFFICE SQUARE SUITE 510 SCHAUMBURG, IL 60173 PH: (630122]-0202 F: 1630122]-1212 MIN 18" CLEARANCE TO COMPLY WITH NAPA 37 ARTICLE 4 K NFPA 37 ARTICLE 4 - — Inslte inc. RIGHT SIDE foil Estate Conwhing Serv1FBs 1Y," NG REDUCER 1y" DIA. POWER CABLE MIN 18" CLEARANCE TO COMPLY .=.tKNOCKOUT FOR 2" DIA. WITH NFPA 3i ARTICLE 4 Y" MNG FLEXIBLE DR CONDUIT TO ATS PR EBENT RISER ASSEMBLY -INSTALL PER "DIA. START — MANUFACTURER'S CIRCUITIBATTERV RECOMMENDATIONS CHARGERKNOCKOUTFOR 1" DIA. CONDUIT TO ATS Y," DIA. TELCO/ALARM KNOCKOUT FOR 2" DIA. ELEVATION DETAIL CONDUITTOSSC 2 UTILITY ENTRY DETAIL A-3 A-3 AUTOMATIC TRANSFER SNATCH PPC CABINET SERVICE GROUND EXISTING ELEC. CONDUIT SITE NAME: FROM PPC TO BSC COTTAGE GROVE - - WT SITE ID'. Al Q0770D PPC (3)#3/D& (1) #4 GROUND IN 2" PVC / / SITE nOGRESS. 8520 61ST STREET S (3)#a/Da(1)#a GROUND IN z°Pvc COTTAGE GROVE, MN 55016 (1j 1 PAIR #18 AWG FO R GEN START CIRCUIT & PROJECT NUMBER. 640127 (1)C12AWG&1#12 AWG GND INI"PVG / INSTALL(1)2 " CONDUITWI 2 CAT6 AND P ILL STRING TRENCH & BURY GAS PIPE GENERATOR FROhI GENERATOR TO SSC (FOR ALARM MONITORING) TOGAS METER 0 EXISTING PURCELL OUTDOOR v a SSC CABINET MODEL # GENERIC h w MECHANICALGROUND CONNECTION TO SINGLE DOOR AI AC UNIT_2 OR 3 BATTERY — — GENERATOR GROUND sir y" SHUTOFF VALVE 6FLEX RISER TO EXOTHERMIC GROUND 1 CONNECT TO GENERATOR CO NNECTION TO EXISTING v v moEscWrllou z Q' GROUND RING s6EE1 EQUIPMENT DETAILS EXISTING GROUND RING 3 PLUMBING PLAN 6 R \t,31/x A-386 NOTE: FOR REFERENCE PROPOSED VINYL FENCE PANEL (3 SIDES) OF THE GENERATOR EQUIPMENT. PROPOSED q_q FENCE POST 2 (TYP.) ' ■1�_ _ : E1 PROPOSED VINYL FENCE PANEL (3 SIDES) OF THE GENERATOR EQUIPMENT. 1ti'-9" EXISTING CHAIN LINK FENCE T -I AO L PROPOSED T -MOBILE FENCE POST STEEL (TVP) PLATFORM IROSED f41ADPJUSTABLE LEGS GEOTEXTILE FABRIC WEED BARRIER TO I, BE PLACED UNDER GRAVEL. MIRAFI SOOX OR APPROVED EQUAL ''I I• GEOTEXTILE FABRIC WEED BARRIERTOBE PLACED UNDER GRAVEL, MIRAFI SDOX OR APPROVED EQUAL 14" DIA. CONCRETE FENCE POST PIER MIN. 6' BELOW FROST LINE TYPICAL. s SECTION DETAIL A-4 EXISTING CHAIN LINK FENCE (TVP.) PROPOSED GAS METER PROPOSED 8'-0"n16'•0"VINYL FENCE PANEL (3SIDES) OF THE GENERATOR EQUIPMENT. PROPOSED COMPACTED GRAVEL COMPOUND WITH LANDSCAPE TIMBERS FOR EDGING (SEE 5-1 FOR DETAILS) PROPOSED T -MOBILE GENERAL RG02S AC NATURAL GAS GENERATOR ON B'-0"14'4" STEEL PLATFORM a SECTION DETAIL A-4 PROPOSED VINYL FENCE PANE (3 SIDES) OF THE GENERATOR EQUIPMENT. D 4'41" ESS GATE D ST 11196111 rim1111 IIII I u I L_ __J L_ __J 2 ELEVATION A-4 1 �r IIII 111 a -IPI Ilfl ul uI L_ J `° L_ J 1'-2" 3 ELEVATION A-4 OTTAGnTEGROVE VV ID. Al Q0770D ;DDRESS. 8520 61ST STREETS -TAGE GROVE, MN 55016 IECT NUMBER. 640127 h� 0 ;! sREE, oEscwrnou 4 ~ FENCE DETAILS 5H A-46ER le - PROPOSED VINYL FENCE PANEL e000wMobiE1 SIDES) OF THE GENERATOR sA E EQUIPMENT. M 5 5439 Fo1NA, MN s Isszl03aa PROPOSED 8'1', 4'-0" T -MOBILE TRILEAF STEEL PLATFORM GENERATOR ARCHITECTURE & ENGINEERING PROPOSED(4) 1821 WALDEN OFFICE SQUARE ADJUSTABLE LEGS SUITE 510 SCHAUMBURG, IL 601)3 NOUN r PH: 163012 -0202 1: 1630122]-1212 T. insite inc. EXISTIN 4 COMPACTED SUBGRADE ,. `.. G"x6"TRADER FRA ME GRAVEL AREA LIMESTONE e.. L SEDPROPO . — . — . —TRANSFER SWITCH EXISTING T-MO&LE EQUIPMENT SHELTER FENCE PLAN DETAIL A-4 a SECTION DETAIL A-4 PROPOSED VINYL FENCE PANE (3 SIDES) OF THE GENERATOR EQUIPMENT. D 4'41" ESS GATE D ST 11196111 rim1111 IIII I u I L_ __J L_ __J 2 ELEVATION A-4 1 �r IIII 111 a -IPI Ilfl ul uI L_ J `° L_ J 1'-2" 3 ELEVATION A-4 OTTAGnTEGROVE VV ID. Al Q0770D ;DDRESS. 8520 61ST STREETS -TAGE GROVE, MN 55016 IECT NUMBER. 640127 h� 0 ;! sREE, oEscwrnou 4 ~ FENCE DETAILS 5H A-46ER le - PROPOSED VINYL FENCE PANEL e000wMobiE1 SIDES) OF THE GENERATOR sA E EQUIPMENT. M 5 5439 Fo1NA, MN s Isszl03aa 8'1', 4'-0" T -MOBILE TRILEAF STEEL PLATFORM ARCHITECTURE & ENGINEERING PROPOSED(4) 1821 WALDEN OFFICE SQUARE ADJUSTABLE LEGS SUITE 510 SCHAUMBURG, IL 601)3 NOUN r PH: 163012 -0202 1: 1630122]-1212 T. insite inc. SCARIFY TOP 6" AND [ fra Estar o whicg: en'i as COMPACTED SUBGRADE ,. `.. G"x6"TRADER FRA ME AROUNDCRUSHEE LIMESTONE e.. a SECTION DETAIL A-4 PROPOSED VINYL FENCE PANE (3 SIDES) OF THE GENERATOR EQUIPMENT. D 4'41" ESS GATE D ST 11196111 rim1111 IIII I u I L_ __J L_ __J 2 ELEVATION A-4 1 �r IIII 111 a -IPI Ilfl ul uI L_ J `° L_ J 1'-2" 3 ELEVATION A-4 OTTAGnTEGROVE VV ID. Al Q0770D ;DDRESS. 8520 61ST STREETS -TAGE GROVE, MN 55016 IECT NUMBER. 640127 h� 0 ;! sREE, oEscwrnou 4 ~ FENCE DETAILS 5H A-46ER I. R.R LIF.IDD GRATING CLIPS OMITTED U_ws LLEDELo�neO ruse EER rtEnns NlurG PROPOSED PLATFORM PROPOSED (4j DNFT+.ND LIGHTED ITEM 15 SET DC RE.P ADJUSTABLE LEGS aLEINAL LEG ADI-T—TS HAVE SEEN Dl - 3% SLOPE MAX. 1% SLOPE MIN. ®o oar •' 100"'00 e '- FRI- jE0 aia•� (aE va• � 12 MIN (DD ----------------------- Pr p �p� DETAIL B Imo!=====til--------------------------- --------------------------- --------------------------- --------------------------- --------------------------- GENERATOR STEEL PLATFORM DETAIL T • •Mobile® EEOE SURE no eer EDINA, MN 1111 `.,rw TRILEAF ARCHITECTURE & ENGINEERING —I WALDEN OFFICE SQUARE SUITE 510 Insite inc.� oal FEstate ;—hi -g Sen�jcas COTTAGE GROVE SITE ID'. Al Q0770D SITE;DDRESS. 8520 61ST STREET S COTTAGE GROVE, MN 55016 PROJECT NUMBER. 640127 FOUNDATION ANDIOR PLATFORM DETAILS x S-1 EER T • •Mobile - obile®EDINA s EDI AMN —,Sea `40 - UTA GRAM CIRCUITE SCHEDULE LE STEEL PLATFORM STEEL TRILEAF ND FA DN TD WIRES GAOUND CONDUIT FUNCTION ARCHITECTURE & ENGINEERING 1821 WALDEN OFFICE SQUARE SUITE 510 1 METER/ PRIMARY DISEDNNELT pRDPDCED ITS 131 3/6 111 NL 2" POWER FEED TELCO -A BOARD/ALARM --A---..---'A-_A_� S CHAUM9URQ, IL 661)3 PH: 1630122]-6202 F: 1636122]-1212 V Ie inc. 2 PROPDSCED GENERATOR 131 3/6 111 #10 1" START CIRCUIT �iaa1 Estate da6suhing Serv�Das B GENEAATDA PROPDSSED 131 3/6 111 M4 2" POWER FEED y PAOPOSED ATS SECONDARY DISCONNECT 131 3/6 1111117 111 M12 2" POWER FEED 5 PROPOSED AC PANEL GENERATOR f31 3/6 111 kL 1" 2-20 AMP CIRCUITS FOR GENEAATDA BLOCK METEA, BATTERY HEATER, &BATTERY CHARGER 6 A—_A--N 6 PRDPSED ATS E%ISTING TELCO /BOARD ALARM 131 3/6 N/A 1" ALARM CABLES FROM ATS PROVIDE 24" OF SLACK CABLE. FINAL PUNCH DOWN IS BY T -MOBILE TECH. LABLE ALL WIRES O E E I PROPOSED 3 OSITE � GENERA TDR E%ISTING TELCO /BUARD ALARM 131 3/6 N/A 1" ALAAM CABLES FROM ATS. PROVIDE 74" OF SLACK CABLE. FINAL PUNCH DOWN IS BY T -MOBILE TECH. LABLE ALL WIRES. NAME: COTTAGE GROVE w F w VV ALARM 'W IRE IDENTIFICATION CHART w SITE ID'. Al Q0770D N A 11 CULUR DESCRIPTION OSITE;DDRESS. E -A LARMEI 8526 61 ST STREET S E,EISTIND AE w EXISTING AE COTTAGE GROVE, MN 55016 EE GREEN/WHITE CRITICAL FAULT DISEDNNEET PANEL PROPOSED PRGJECT NUMBER. GENERALLY 640127 FL BLUE/WHITE FUEL LEPK E E r uGE � GR BROWN/WHME GENERATOR RUNNING LF GREEN/RED LOW FUEL ____ u u U d _)ALO== O P, ai rc a M' M? F - M4JOk FAULT 111E BLUE/BLACK MINDH FAULT PRE FAOFI METEA W wo a� SHEET DEBCWPTl6N WIRING DETAILS SHEET=1 SER -A LARMEI VOLTAGE 240 VOLTS MAINBREAKER 200 AMP MOUNT SURFACE ENCLOSURE TYPE NEMA IN PANEL STATUS EXISTING MODELNUMBER NOT SPECIFIED PHASE SINGLE BUSS RATING 2DD AMP NEUTRAL BAR YES NUTRAL TO GROUND BOND YES LOAD BREAKER CKT BREAKER BREAKER BREAKER BREAKER BREAKER LOAD CKT DESCRIPTION HMP POLES STATUS STATUS POLES AMP DESCRIPTION 1 F RATING = 3 -HR. 2 3 T -RATING = D -HR. 4 5 1. FLOOR OR WALL ASSEMBLY - MINIMUM 4-U2" THICK REINFORCED LIGHTWEIGHT 6 ORNORIIALVJEIGHT(100-15UPCF)CONCRETEVVALLMAYALSOBE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS ". MAX DIAMETER OF 10 11 TYPE GV 12 13 14 15 THROUGH CABLE TO SIDE OF ROUND ROD 16 17 18 19 - - 19 - t/�� - - - 20 21 ♦ 22 23 - 25 _ - - 1 - - - - 24 - 26 27 - - - - - - ZB 29 P 3D 31 PH: (001227-0202 B 16301227-1212 32 33 34 35 BATTING INSULATION FIRMLY PACKED INTO OPENING AS H PERMANENT FORM. 36 37 - - - - - - - - 36 39 - BOTH SURFACES OF WALLAS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. 40 41 4. FILL, VOID OR CAVITY MATERIAL* -SEALANT- MINIMUM T14" THICKNESS OF FILL 42 EXISTING PANEL E-2 NOTE: CONTRACTOR TO LABEL WIRES WITH P -TOUCH OR SIMILAR LABELS ONLY. ABSOULTELY NO HANDWRITTEN LABELS. NOTE: CONTRACTOR TO UTILIZE NEXT AVAILABLE IN SEQUENCE SINGLE BREAKER POSITION FOR GENERATOR BATTERY CHARGER, BATTERY HEATER AND BLOCK HEATER NOTE: NOTE: IF EXISTING CONSTRUCTION VARIES FROM THIS DETAIL. GC SHALL USE NON -SHRINKING CAULK TO AN EQUAL 3 -HOUR U.L. PENETRATION APPROPRIATE FOR WEATHERSEAL ALL PENETRATIONS INTO OR THRU THE EXISTING 2 WALL TYPE SHALL BE CONSTRUCTED. I SHELTER WALL 2 OUTER WALL PENETRATION DETAIL (IF APPLICABLE) E-2 SITE CAME COTTAGEGROVE VVT SITE ID'. Al Q0770D TYPE OR CABLE TAP TO TOP OF GROUND ROD U.L. SYSTEM NO. C -AJ -1150 1 . •Mobile CONDUIT THROUGH BEARING WALL SIMILAR TO U.L. DESIGN NO. U902 11111surtFao — SITE;OORESS. F RATING = 3 -HR. EDINA, MN55439 T -RATING = D -HR. Isszl03aa 1. FLOOR OR WALL ASSEMBLY - MINIMUM 4-U2" THICK REINFORCED LIGHTWEIGHT 4 ORNORIIALVJEIGHT(100-15UPCF)CONCRETEVVALLMAYALSOBE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS ". MAX DIAMETER OF 2 OPENING IS 8". SEE CONCRETE BLOCKS (CATO CATEGORY IN THE FIRE TYPE GV TYPE HS RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. EXISTINGT-MOBILE PPC ATTACHED TO 2. THROUGH PENETRATIONS -- ONEMETALLICPIPEORCONDUITTOBEINSTALLEDTRILEAF WITHIN THE FIRESTOP SYSTEM. PIPE OR CO NDUITTO BE RIGIDLY SUPPORTED ON THROUGH CABLE TO SIDE OF ROUND ROD SSC CABINET BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE ANNULAR SPACE SHALL BE 640127 MINIMUM O".(POINT CONTACT)TO MAXIMUM I-3/3". THE FOLLOWING TYPES AND ARCHITECTURE SIZES OF METTALI C PIPES OR CONDUITS MAY BE USED'. A. STEEL PIPE-- NOMINAL 6" DIAMTER (OR SMALLER) SCHEDULE 40 (OR HEAVIER) &ENGINEERING STEEL PIPE. 1821 WALDEN OFFICE SQUARE B. IRON PIPE-- NOMINAL 6" DIAMETER (OR SMALLER] CAST OR DUCTILE IRON SUITE 510 PIPE. SCHAUMBURG, IL 60173 4 1 C. CONDUIT - NOMINAL 4" DIAMETER (OR SMALLER) STEEL ELECTRICAL PH: (001227-0202 B 16301227-1212 METALLIC TURING OR NOMINAL 6" DIAMETER (OR SMALLER) STEEL CONDUIT. 2 3. PACKING MATERIAL - MINIMUM 4" THICKNESS OF MIN. 4.0 PCF MINERAL MAIL BATTING INSULATION FIRMLY PACKED INTO OPENING AS H PERMANENT FORM. PACKING MATERIALTO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM TL �C151t inc..T BOTH SURFACES OF WALLAS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. F981�61,0ig C,gns-ulliE g'a9nlGB'd 4. FILL, VOID OR CAVITY MATERIAL* -SEALANT- MINIMUM T14" THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR It/t AND WITH BOTH SURFACES OF WALL.AT THE POINT CONTACT LOCATION 3 BETWEEN PIPE AND CONCRETE, A MINIMUM 1/2" DIAMETER BEAD OF FILL 4 MATERIAL SHALL BE APPLIED AT THE CONCRETUPIPE INTERFACE ON THE TOP SURFACE OF FLOOR AND ON BOTH SURFACE OF WALL. \N RATING APPLIES ONLY SECTION A WHEN CP'DIS OR CP604 SEALANT IS USED. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC- CP601S. CP604. CP606 OR FS -ONE SEALANT 'BEARING THE UL CLASSIFICATION MARK NOTE: NOTE: IF EXISTING CONSTRUCTION VARIES FROM THIS DETAIL. GC SHALL USE NON -SHRINKING CAULK TO AN EQUAL 3 -HOUR U.L. PENETRATION APPROPRIATE FOR WEATHERSEAL ALL PENETRATIONS INTO OR THRU THE EXISTING 2 WALL TYPE SHALL BE CONSTRUCTED. I SHELTER WALL 2 OUTER WALL PENETRATION DETAIL (IF APPLICABLE) E-2 SITE CAME COTTAGEGROVE VVT SITE ID'. Al Q0770D TYPE OR CABLE TAP TO TOP OF GROUND ROD STEEL SURFACE OR PIPE CABLE OFF SURFACE TYPE VN TYPE VS TYPE W TYPE OR HORIZONTAL CABLE CABLE TAP DOWN AT THROUGH VERTICAL CABLE TA P TO TOP OF TAP TO VERTICAL 45" TO VERTICAL STEEL CABLE TO VERTICAL GROUND ROD STEEL SURFACE OR SURFACE OR SIDE OF ST EEL SURFACE OR TO THE SIDEOF HORIZONTAL OR THE SIDEOFEITHER HORIZONTALPIPE VERTICAL PIPE HO RIZONTALOR VERTICAL PIPE owmagogu man rpm MIN soil■■■® ��II�IlIeIII�R0Ar.1 CADWELD DETAILS PANEL 3 DETAILS E -2 6R E-2 6R SITE;OORESS. 8520 61 ST STREET S _ COTTAGE GROVE, MN 55016 TYPE GT TYPE GV TYPE HS TYPE TA PROJECT NUMBER. THROUGH CABLE TO TOP OF GRC UND RCD THROUGH CABLE TO SIDE OF ROUND ROD HORIZONTAL CABLE THPTO HORIZONTAL TEE OF HORIZONTAL RUN AND TAP CABLES 640127 STEEL SURFACE OR PIPE CABLE OFF SURFACE TYPE VN TYPE VS TYPE W TYPE OR HORIZONTAL CABLE CABLE TAP DOWN AT THROUGH VERTICAL CABLE TA P TO TOP OF TAP TO VERTICAL 45" TO VERTICAL STEEL CABLE TO VERTICAL GROUND ROD STEEL SURFACE OR SURFACE OR SIDE OF ST EEL SURFACE OR TO THE SIDEOF HORIZONTAL OR THE SIDEOFEITHER HORIZONTALPIPE VERTICAL PIPE HO RIZONTALOR VERTICAL PIPE owmagogu man rpm MIN soil■■■® ��II�IlIeIII�R0Ar.1 CADWELD DETAILS PANEL 3 DETAILS E -2 6R E-2 6R 1 CONDUIT(TVP.) 2 BUTTERFLY CAMP AS REQUIRED 3 EXISTING WALUCEILING 4 VERT ICAL "UNISTRUT"P1000'TSERIES LENGTH BASED ON NUMBER OF CONDUIT TO BE MOUNTED UNISTRUT MOUNTING CHART WALL CONSTRUCTION USE TYPE HC LLOW '/¢"O TOGGLE BOLT HOLLOW, AT STUD %" p LAG SCREW CONN RETE BLOCK %"O HILTI HY-20 W/SCREEN (HOLLOW MIN. EMBEDMENT 2X" CONCRETE (SOLID) X.0 HILTI HY-15D WI SCREEN MIN. EMBEDMENT 2X" NOTE: USE GALVANIZED OR STAINLESS STEEL HARDWARE FOR WALL MOUNT AND CONNECTIONS OF CHANNELS SPACE UNITS @ 5'-0" O.C. LENGTH OF RUN USE THIS SECTION UNDER USE THIS SECTION UNDER 3 PAVEMENT OR VEHICLE GRASS OR LAWN AREA TRAFFIC AREA GRADE 9(CA-C) GRAVEL COMPACT RESTORE SURFACE TO TO 95% STANDARD PROCTOR ORIGINAL CONDITION UTILITY WARNING TAPE 4" BELOW GRADE ENTIRE LENGTH OF TRENCH RET URN ORIGINAL MATERIAL TO ED y m p - _ TRENCH. COMPACTAS NECESSARY TO PREVENT SERIOUS SETTLEMENT O FOR NEW ELECTRICAL AND CONDUIT WALL MOUNT E-3 UNISTRUT MOUNTING CHART WALL TYPE OF WIRING METHOD OR CIRCUIT CONSTRUCTION USE TYPE WIRING METHOD OR HOLLOW X" 0 TOGGLE BOLT HOLLOW, AT STUD %'O LAG SCREW CONCRETE BLOCK %,' 0 HILTI HV -20 WI SCREEN (HOLLOW) MIN. EMBEDMENT ZX SPECIFIED BELOW %e" 0 HILTI HY-150 \NI CONCRETE (SOLID) SCREEN MIN. EMBEDMENT zy,,. _ TELEPHONE SERVICES -SEE UTILITY _ AND SITE PLANS. PROVIDE AP ROVED PULL BOXES AS o QTA LCOORDINATEED AND ATION WITTH INSALL UTILITY v COMPANIES FOR INTERFACING AT TERMINATION POINTS. PROVIDE FULL LENGTH PULL STRINGS (TVP.) SAND CLEAR SPACE EQUAL TO LARGER \ CONDUIT DIAMETER • INCLUDE TIMEMATE STAMPED PHOTOS WITH TAPE MEASURE DEPTH VERIFICATION. • CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. MOUNTING HOLES (TYR OF 4) NEW GENERA' RXSC200A3 AUTOMATIC TRANSFER SWITCH MOUNTED TO NEW UNISTRUT 1X"P1000T UNISTRUT MOUNTED TO WALL ITVP OF 2) NOTE: USE GALVANIZED OR STAINLESS STEEL HARDWARE FOR WALL MOUNT 4 AND CONNECTION OF CHANNELS I NOTE: I GC SHALL USE NONSHRINKING CAULK TO WEATHER SEAL ALL PENETRATIONS INTO OR THROUGH NEW MECHANICAL CONNECTION WITH #2 SHELTER WALL AWG TO EXISTING GROUND RING (2)INTERSECT ATS MOUNTING DETAIL E-3 MINIMUM COVER REQUIREMENTS, 0 TO 600 VOLTS. NOMINAL, BURIAL IN INCHES TYPE OF WIRING METHOD OR CIRCUIT LOCATION OF RIGID METAL CONDUIT OR WIRING METHOD OR DIRECT BURIAL CABLES OR INTERMEDIATE METAL CIRCUIT CONDUCTORS CONDUIT ALL LOCATIONS NOT SPECIFIED BELOW 24INCHES CINCHES IN TRENCH BELOW 2 INCH THICK CONCRETE OR 16INCHES CINCHES EQUIVALENT UNDER STREETS OR HIGHWAYS 24INCHES 24 INCHES COVER IN DEFINED AS THE SHORTEST DISTANCE IN INCHES MEASURED BETWEEN A POINT ON THE TOP SURFACE OF ANY DIRECT -BURIED CONDUCTOR, CABLE, CONDUIT, OR OTHER RACEWAY AND THE TOP SURFACE OF FINISHED GRADE, CONCRETE, OR SIMILAR COVER INSTALL WARNING TAPE 4" BELOW GRADE FOR THE ENTIRE LENGTH OF TRENCH. PROVIDE AT LEAST 2" OF SAND BED ABOVE CONDUIT AND 2" OF SAND BED BELOW THE CONDUIT. 2 CONDUIT WALL MOUNT E-3 NOTE' GROUND RODS MAY BE: -COPPER CLAD STEEL -SOLID COPPER GROUND RODS SHALL HAVE A MAXIMUM SPACING TWICE THE LENGTH OF ROD SEE RESISTIVITY REPORTFOR VERIFICATION AS AVAILABLE A LARGE CONDUCTOR SHALL BE REQUIRED IN AREAS HIGHLY PRONE TO LIGHT I MING AND/OR AREAS WITH HIGHLY ACIDIC SOIL GROUND RODS INSTALLED WITHIN CLOSE PROXIMITY TO TOWER OR WHEN SOIL IS AT OR BELOW 2, DDD OHM -CM, SHALL BE GALVANIZED TO PREVENT GALVANIC CORROSION OF TOWER, (SEE ANSI/TIA-EIA-222-G) GRADE S m CADWELD cQ \ FROST LINE \� #2 BAR TINNED SOLID OR LARGER GROUND RING PER NFPA 71), \ ARTICLE 250-16 \ GROUND RING SHALL BE INSTALLED AT GREATEST DEPTH POSSIBLE AND \ BELOW PERMANENT MOISTURE LEVEL ZILE OF GROUND ROD SHALL NOT EXCEED 45° GROUND ROD. HANGER 5810 OR EQUAL V," 0 x8'-0" LONG_ MIN. CONTRACTOR SHALL VERIFY WITH OWNER SPECIFICATIONS FOR MINIMUM SIZE OF GROUND ROD TO REINSTALLED T • •Mobile- 1111 ST11TI EEr UIHE EDINA, MN 1111 `1VA0. TRILEAF ARCHITECTURE & ENGINEERING 1821 WALDEN OFFICE SQUARE SUITE 510 Insite inc.I 9.a' ECvn Nmg COTTAGIGROVE VV SITE ID'. Al Q0770D I652081STSTREETS COTTAGE GROVE, MN 55016 1 640127 1 a CONDUIT WALL MOUNT ATS, DRCONDUITS DETA GROUND ROD DETAILS E-3 E-3 T • •Mobile® soon BurrEn EEr EDI A, MN wszl eaaa GENERAC I INE)USTRIAL APPLICATION AND ENGINEERING DATA ENGINE SPECIFICATIONS RG025 1 2,41- 1 25kW General TRILEAF INDUSTRIAL SPARK -IGNITED GENERATOR SET Mala Generac Cualmg System ARCHITECTURE Cylinder # 4 Caning system Tyle Peessuroad cursed Recovery & CE 2E N G I N EWALDENIE R I N G SQUARE Type ID -Line Fan Type _ Puler SUITE 510 Displacement - in= (L) 150(2.46) Fan spced tfiorllf 1,489 SCHA.UMBURG, IL 601]3 PH: 1630122]-0202 F: 1630122]-1212 Standby Power Rating gore - in (mm) 3.41 (66.5) Fan Diameter- mm (im) 18.1 (454.7) 25 kW, 31.25 kVA, 60 Hz Stroke - in (mm) 3.94 (10D.0) Coniaression Ratio 4.51 Fuels steal p Runer m Maes Bearow 5 y n• t inc. Cylinder Head Aluminum Fuel Type Nalurd' Gas, Propane Vapor fuori Estate Conwhing Servlras Ignition Ko E—gy Carburet., 0— OTafl Piston Type Aluminum Alloy S—,W y fuel Regulates Standard Crankstraf0 Type Cast Steel Fuel Shut fid Solenoid Standard DfterTyps Gusrhaad Cam LP Fuel Suo0y Pressure in H,01kPa} 11.14 {2.7.3.5) er� 777 Imake Valve IdaReriat Steel Alloy KG Fuel Supply pressure in H10 {kPa) 5a14 {1.2.75) E haast Value Maw nal Hardened 51ce1 GEN6RypC Hardened Valve Seats Yea _ �•–Engine Electrical Syslern Engine Governing System Voltage 12VDC Battery Charger Alternator Standerd Gcnemm aceonic Ba" Sire G]nup 24F _ FrDgwncy RegulaEion(Steady Slate) _0.25% Battery Voft4e 12 VDC GTuund Polanty Nq trve Lubdcalioa System OA Pump Type Gear - Gil Finer Type FOA Flu. Spin-Dn Cartridge SITE NAME: crankcase Capacity- Llgts) 4[3.8) COTTAGE GROVE U�7 SITE ID'. ALTERNATOR SPECIFICATIONS AlQ0770D SITE nDDRESS. 6520 81ST STREET S Standard Mode[ Gaaxac Staoda,d UChallnR Direct COTTAGE GROVE, MN 55016 Polefi 4 Beanng6 Sealed Ball PROJECT NUMBER. F.ld Type Rof_aling Cnuprmg Fladhle Disc 640127 lnwieion Class -RWnr F Prototype Short Circus Test Yes InsrAagan Clasa- Stab, H Voltage RajWmr Type Ful DigkM H Total Harmorrie Disloroon <5% R gulanon AT—acy (Steady State) -10% r ti Tdepho.Intede—Facha [lff) c50 Li o � v, ^ L Op hL Enclosed Unit — LrwxHn lnenl eas lZ,ns�.aaa heah saadH.log m S—dou�urin dIDA)at Zilt we5 fi5 E g g g 5 O �% ganereror operaing et nnM Load d� scwsTlou GENERATOR SPECS (MODEL SPECIFIC) E-4 Dimensions Model RXRC10OA3 RXW-2WM H61o0 0v—) H I 17241437.9 17.241437.9 H2 W508 XU5R8 Vd1h �6amm1 WI 12S1317.5 12.4/317.5 W2 14.fy370.6 14.W370.8 OgNM1 grLA m) 7-OME111 7A91180:1 u'd¢aA Wk1k s) 24^9-07 24'9.07 GENERAC' Specifications T • •Mobile® e0oo sulr a EEr 55— _ 100 - 400 Amps, Single Phase EDI""M weA163 TRILEAF ARCHITECTURE • & ENGINEERING 1 8 21 1-11011111101111 SUITE 510 66HAUMBURG. IL 60173 PH: 163 01 227-0202 F: 163 01 227-1212 insilte inn. IL ® fs•xl E6tah Co6whing Servlrya C: us # LISTED 'CL1L c my applies [o non:-IBN14ar rased su9ldtxs GeneracPo Systems, Inc •545W29290F118A'.59. Waukesha.W153189• generaccom omnsRnaa�wm.Qsr�R1, mr_,udlla,�r7rc6. wp�ln�1Q�, alrsubjeclmu1aalewi[n0ur�i¢ emlalm 1GLd4913esrn o-412a�+17 Model RXSC10OA3 RXSC200A3 Amps 100 200 Voltage 120/240.10 120/240,10 LuedTramitionType (Automatic) OpenTramitiun OpenTransitiun EndosureType NEMA/UL3R NEMA/UL3R UL Rating UL/CUL UUCUL Withstand Rating (Amps) 10.000 10.000 Lug Range 1/0-#14 250MCM-#6 COTTAGE GROVE SITE ID'. Al Q0770D I652081 ST STREETS I COTTAGE GROVE, MN 55016 ATS SPECIFICATIONS E-5 NOTES TO CONTRACTOR: 1.THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS. CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK ALL WORK SHALL BE PERFORMED INA WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES, 2.ITIS THE INTENTION OF THESE DRAWINGS TO SHOW THE C O MP LET ED INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOP. ALL TEMPORARY BRACING, SHORING TIES, FORM WORK, ETC. IN ACCORDANCE WITH ALLNATIONAL, STATE AND LOCAL ORDINANCES TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES 3. THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK. 4. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OFTHE PROJECT. INCLUDING THE SAFETY OF ALL PERSONS AND PRC PERTV. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HC URS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT 5. SITE GROUNDING SHALL COMPLY WITH T-MOILE MOBILITY WIRELESS SERVICES TECHNICAL SPECIFICATIONS FOR FACILITY GROUNDING FOR CELL SITE STANDARDS. LATEST EDITION, AND COMPLY WITH T -MOBILE MOBILITY TOWERS GROUNDING CHECKLIST LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT, THEY SHALL GOVERN. 6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION IF FAA LIGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY ELECTRICAL SERVICE THAT IS TO BE INTERRUPTED, ITIS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OFA PROBLEM. 7.ALL WORK SHALL BEACCD LAPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES OR ORDINANCES THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENC EB IN THE CODE REQUIREMENTS 8ANY DAMAGE TO THE ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDOWNER AND THE ENGINEER 0. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAM NGS ALONG WITH THE SPECIFICATIONS CONTRACTOR IS RESPONSIBLE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL 10. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION ".THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIME. SILT FENCE AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 12. PERMITS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES. ETC. 13. RECORD DRAWINGS MAINTAIN A RECORD OF ALL CHANGES, SO BSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWING WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT, 14. RECORD PHOTOS'. INCLUDE TIME/DATE STAMPED PHOTOS WITH TAPE MEASURE DEPTH VERIFICATION, 15. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS 16. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. 17. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE DNA DAILY BASIS, 18. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM DRAWINGS PROVIDED BY THE SITE OWNER, CONTRACTOR SHALL NOTIFY GENERAL DYNAMICS WIRELESS SERVICES OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 19. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO THE PROPERTY OUTSIDE THE LEASED PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 20. ALL SUITABLE MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATION APPROVED BY GOVERNING AGENCIES PRIOR TO DISPOSAL. 21. SEEDING AND MULCHING OF THE SITE SHALL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF VEGETATION OVER THE SITE FOR A MINIMUM PERIOD OF ONE YEAR GENERAL NOTES LILLIS PROPOSAL IS FOR THE ADDITION OFA NEW GENERATOR ON ACONCRETE PAD TO AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY. 2. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 3. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITATION. NO HANDICAP ACCESS IS REQUIRED. 4. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH BY T -MOBILE TECHNICIANS. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. U. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN 7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 8. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM DRAWANGS PROVIDED BY THE SITE OWNER . CONTRACTOR SHALL NOTIFY T -MOBILE OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. ELECTRICAL NOTES: A. GENERAL 1.COORDINATE LOCATION AND PROPER REQUIREMENTS OF ALL EQUIPMENT WITH T-MOBILEMOBILITY AND EQUIPMENT SUPPLIES PRIOR TO INSTALLATION, 2. COORDINATE LOCATION AND REQUIREMENTS FOR ELECTRICAL SERVICE WITH THE PROPERTY REPRESENTATIVE. T -MOBILE MOBILITY AND UTILITY COMPANIES. ROUTING OF CONDUITS MAY BE MODIFIED TO MEET SITE REQUIREMENTS. EXACT CONDUIT ROUTING TO BE DETERMINED IN THE FIELD. 3.3. ALL WIRING AND EQUIPMENT SHOWN ON ELECTRICAL SHEETS SHALL BE FURNISHED AND INSTALLED UNDER ELECTRICAL PORTION OF CONTRACT UNLESS OTHERWISE NOTED. 4. UNINTERRUPTED ELECTRICAL SERVICE FOR EXISTING EQUIPMENT SHALL BE MAINTAINED DURING THE INSTALLATION OF THE WORK DESCRIBED UNDER THESE DOCUMENTS . TEMPORARY EQUIPMENT. CABLES AND WHATEVER ELSE IS NECESSARY SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED TO MAINTAIN ELECTRICAL SERVICE. TEMPORARY SERVICE FACILITIES, IF REQUIRED AT ANY TIME, SHALL NOT BE DISCONNECTED OR REMOVED UNTIL NEIN SERVICE EQUIPMENT IS IN PROPER OPERATION. IF ANY SERVICE OR SYSTEM MUST BE INTERRUPTED. THE CONTRACTOR SHALL REQUEST PERMISSION IN WRITING STATING THE DATE. TIME. ETC. THE SERVICE WILL BE INTERRUPTED AND THE AREAS AFFECTED. THIS REQUEST SHALL BE MADE IN SUFFICIENT TIME FOR PROPER ARRANGEMENTS TO BE MADE. WRITTEN PERMISSION SHALL BE OBTAINED FROM THE OWNER BEFORE INTERRUPTING ELECTRICAL SERVICE. 5. COORDINATE NEW WORK WITH OTHER TRADES AND VERIFY EXISTING CONDITIONS TO AVOID INTERFERENCE. IN CASE OF INTERFERENCE, T -MOBILE MOBILITY'S REPRESENTATIVE WILL DECIDE WHICH WORK IS TO BE RELOCATED, REGARDLESS OF WHICH WAS FIRST INSTALLED, S. THE INSTALLATION MUST COMPLY WITH NEC AND ALL FEDERAL, STATE AND LOCAL RULES AND REGULATIONS. T. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE DEFINED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS AND RACEWAY ROUTING SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS ANDIOR DIRECTIONS FROM T -MOBILE MOBILITY'S REPRESENTATIVE. 8. CONTRACTOR SHALL PAY ALL PERMITS AND FEES REQUIRED. 0. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STANDARDS REFERENCED BELOW: A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. ASTM (AMERICAN SOCIETY FOR TESTING MATERIALS) C. ELL(ELECTRICA L TESTING LABORATORY) D. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) E. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS) F. NBFU(NATIONAL BOARD OF FIRE UNDERWRITERS) G. NESC (NATIONAL ELECTRICAL SAFETY CODE) H. MAYA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) I. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) J. UL (UNDERWRITERS LABORATORY) 10. CONTRACTORS ALL REVIEW PLANS, DETAILS AND SPECIFICATIONS IN DETAIL AND ADJUST WORK TO CONFIRM WITH ACTUAL SITE CONDITIONS SO THAT ELECTRICAL DEVICES AND EQUIPMENT WILL BE PROPERLY LOCATED AND READILY ACCESSIBLE. QUANTITIES LISTED IN MATERIAL LISTS ON THE DRAWINGS ARE FOR INFORMATION ONLY. THE CONTRACTOR SHALL PROVIDE HIS OWN TAKEOFF FOR MATERIAL DUANTITY AND TV PES BASED ON ACTUAL SITE CONDITIONS. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS TO INSTALL EQUIPMENT FURNISHED BY T -MOBILE MOBILITY OR ITS SUPPLIERS. ALL ITEMS NOT SPECIFICALLY MENTIONED HEREIN OR SHOWN ON THE CONTRACT DRAWINGS. BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED, 11. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING IN WRITING) T -MOBILE MOBILITY'S REPRESENTATIVE OF ANY CONFLICTS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. 12. ALL FLOORS WHERE PENETRATIONS ARE REQUIRED IN BUILDING ARE TO BE CORE DRILLED AND THEN FIREPROOFED. B. VMRING/CONDUIT 1. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR AS REQUIRED BY CODE SUCH THAT NO MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (380 DEGREES TOTAL) EXIST INON CONDUIT RUN. 2. ALL POWER AND CONTROLIINDICATION WIRING SHALL BE TYPE TH HNITHWN 800V RATED 75 DEGREES CELSIUS, UNLESS NOTED OTHERWISE. 3. CONDUIT BENDS SHALL BE MADE IN ACCORDANCE WITH NEC TA BLE 340 -1 D NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12' MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 4. POWER WIRING SIZE SHALL NOT BE SMALLER THAN#12 AVVG, 5. ALL WIRING SHALL BE COPPER, ALUMINUM WILL NOT BE ACCEPTABLE. ALL POWER CIRCUITS SHALL CONTAIN AGROUND WIRE. U. PHASE MARKINGS TO BE USED AT POWER CONDUCTOR TERMINATIONS. 7. CONTRACTOR SHALL ENSURE INTEGRITY IS MAINTAINED WHEN INSTALLING CONDUIT AND WIRING. 8. INSTALL PULL STRING IN ALL CONDUIT. 0. FOR ROOFTOP INSTALLS AND BUILD- OUTS, CONDUITS INSIDE BUILDING AND ON ROOF SHALL BERGS. UNLESS OTHERWISE NOTED, FOR RAW LAND SITES AND CO LOCATES, PVC SCHEDULE 80 SHALL BE UTILIZED UNLESS NOTED OTHERWISE. 10. MAINTAIN MINIMUM 1 0" VERTICAL AND I'-0" HORIZONTAL SEPARATION FROM ANY MECHANICAL GAS PIPING. 11. ALL WIRING ROUTED IN PLENUM TO BE PLENUM RATED OR IN METALLIC FLEX (LIQUIDTITE) CONDUIT. C. EQUIPMENT 1. EDU( PMENT (PARTS CONNECTED TO EXISTING PANELS. DUCTS, ETC. SHALL MATCH THE CHARACTERISTICS (AIC, V, A) OF THAT EQUIPMENT. 2. ALL ELECTRICAL EQUIPMENT OUTSIDE SHALL BE NEMA OR 3R RATED. D. GROUNDING TALL GROUND CONNECTIONS TO BUILDING SHALL BE MADE USING TWO -HOLE CONNECTORS. PROVIDE STAINLESS STEEL BOLTS AND LOCK WASHERS ON ALL MECHANICAL GROUND CONNECTIONS. 2. ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF ALL PAINT AND DIRT. CONNECTIONS TO VARIOUS METALS SHALL BE OF A TYPE AS TO NOT CAUSE A GALVANIC OR CORROSIVE REACTION. AREA SHALL BE REPAINTED FOLLOWING BONDING. 3.ANY METALLIC ITEM WITHIN ROT GROUND CONDUCTORS MUST BE CONNECTED TO THE GROUNDING SYSTEM. 4. EXTERIOR, ABOVE GRADE GROUND CONNECTIONS SHALL BE FURNISHED WITH A LIBERAL PROTECTIVE COATING OF ANTI -OXIDE COMPO UND. 5. ALL MATERIALS AND LABOR REQUIRED FOR THE GROUNDING SYSTEM AS INDICATED ON THE PLANS AND DETAILS, AND AS DESCRIBED HEREIN SHALL BE FURNISHED BY THIS CONTRACTOR UNLESS OTHERWISE NOTED 6. EXACT LOCATION OF GROUND CONNECTION POINTS SHALL BE DETERMINED IN FIELD. ADJUST LOCATIONS INDICATED ON THE PLANS ACCORDING TO ACTUAL EQUIPMENT LOCATIONS TO KEEP THE GROUND CONNECTIONS CABLES AS SHORTAS POSSIBLE. T. PROVIDEALL ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS AS REDUIRED BV THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODEA D THE CURRENT EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE. BONDING JUMPERS WITH APPROVED GROUND FITTINGS SHALL BE INSTALLED AT ALL RACEWAYS, EQUIPMENT ENCLOSURES, PULL BOXES, ETC. TO MAINTAIN GROUND CONTINUITY WHERE REQUIRED BY CODE, 8. ALL EQUIPMENT GRD UND CONDUCTORS SHALL BE TIN COATED,C2 AWG COPPER UNLESS NOTED OTHERWISE ON THE DRAWINGS. E. INSPECTIONIDOCUMENTATION 1.INCLUDE TIM E/DATE STAMPED PHOTOS WITH TAPE MEASURE VERIFICATION FOR ALL BURIED CONDUIT. 2. THE CONTRACTOR, UPON COMPLETION OF HIS WDRK, SHALL PROVIDE AS -BUILT DRAWINGS. INFORMATION SHOULD BE GIVEN TO THE GENERAL CONTRACTOR FOR INCLUSION IN FINAL AS BUILT SURVEY DOCUMENTS TO BE GIVEN TO THE OWNER. 3. CONTRACTOR SHALL SUPPLY DOCUMENTATION TETING TO THE COMPLETE GROUND SYSTEM'S RESISTIVELY (MAX. 50 L.S) . 4. AN ELECTRICAL INSPECTION SHALL BE MADE BY AN INSPECTING AGENCY APPROVED BY T -MOBILE MOBILITY'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND OBTAIN POWER COMPANY APPROVAL. 5. CONTRACTOR SHALL HAVE ATS AND GENERATOR RELAY INSTALLATION AND CONNECTIONS INSPECTED BY OTHERS TO ENSURE THAT UL LISTING FOR THAT EQUIPMENT IS NOT VOIDED. T • •Mobile® 11116 T 11TI ITREET EDINA, MN 15111 `.,0 1��. - ARCHITECTURE & ENGINEERING 1821 WALDEN OFFICE SQUARE SUITE 510 SCHAUMBURG, IL 601)3 (63 01 227-0202 F: 163 01 227-1212 Insite Inc. Ryal Eskfe Cv6 Nmg `aenIPas COTTAGEGROVE VV SITE ID'. Al Q0770D SITE nDDRESS. 6520 81ST STREET S COTTAGE GROVE, MN 55016 PROJECT NUMBER. 640127 momm ®Ci7 �wawe�w�ci GENERAL NOTES N-1