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HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/20/2023LEGAL DESCRIPTION: N/A VICINITY MAP • mMobile SITE NUMBER: P004028A SITE NAME: SPRINGFIELD CENTRAL SITE LOCATION: 2037 LAURA ST. SPRINGFIELD, OR 97477 P004028A-GEN ADD UTILITY COMPANIES: PROJECT CONTACT LIST: POWER: BACKHAUL/AAV: SPRINGFIELD UTILITY BOARD N/A PHONE: 541-746-8451 PHONE: N/A LOCATION MAP DRIVING DIRECTIONS: FROM LOCAL T—MOBILE PORTLAND OFFICE: HEAD 5011TH ON SW. BROADWAY TOWARD SW AIDER Sr, 0.2 MI. TURN RIGHT ONTO SW TAYLOR ST, 03 MI. USE THE LEFT LANE TO TACE THE RAMP ONTO 1-4055 0.5 ML MERGE ONTO 1405 S. 0.8 MI. TAKE THE EXIT ON THE LEFT ONTO 1--5 S TOWARD SAIEA/NMTO PIONY, 105 MI. TAKE CUT 196 FOR OR-588/RAND/ PAPE BELTUNE TOWARD AIRPORT/SPROMiFIEIO/810ENE, 0.2 MI. KEEP LEFT, FOLLOW SIGNS FOR B1.TLNE ROAD/SPRINGFIELD/CA7IEWAY MALL, 0.1 MI.. TURN LEFT ONTO OR -569 E/R*1w PIPE BEL7LNE, 0.4 MI. CONTINUE ONTO BELTUNE RD,0.4 MI. CONTINUE ONTO MARTIN LUTHER KING JR PKWY, 0.9 MI. SUGHT RIGKr TOWARD HOYDEN BRIDGE WAY, 289 Fr, TURN ROW ONTO MYDEN BRIDGE WAY, 0.1 ML TURN LEFT AT THE IST CROSS STREET ONFO CARIE FARM RD, 177 Fr. CONTINUE ONO LAURA Sr, 0.4 ML TURN LEFT. DESIWTI N WILL BE IN FRONT OF YOU. APPLICANT: T—MOBILE USA, INC. 830 NE HOLLADAY ST. PORTLAND, OR 97232 CONTACT: JAKE WARREN JACOB. WARREN 440T—M 0 BI LE. COM PHONE: 918-361-9516 PROJECT A&E: P. MARSHALL & ASSOCIATES, LLC. 6801 PORTWEST DR., #100 HOUSTON, TX 77024 PROJECT ENGINEER: CHAD WILHOIT, P.E. CWILHOIT®PMASS.COM PROJECT MANAGER: REESE MINOGUE RMINOGUE®PMASS.COM PROJECT INFORMATION: PROPERTY OWNER: JOHN H HYLAND SURVIVOR'S TRUST PO BOX 7867 SPRINGFIELD, OREGON 97475 SITE ACQUISITION & PERMITTING: SYNERGY ADVANTAGE ENGINEERS 3363 N. LAUGHLIN, #201 SANTA ROSA, CA 95403 CONTACT: SHANAE JUNG SJUNGOSYNERGY.CC PHONE: 503-954-5229 CONSTRUCTION MANAGER: SYNERGY ADVANTAGE ENGINEERS 3363 N. LAUGHLIN, #201 SANTA ROSA, CA 95403 CONTACT: GRANT CHAFFIN GCHAFFINOSYNERGY.CC PHONE: 209-304-6424 CODE INFORMATION: ZONING CLASSIFICATION: MIXED USE LMI & CC BUILDING CODE: 2019 OSSC/2018 IBC, 2019 OMSC/2018 MC, 2017 OESC/2017 NEC CONSTRUCTION TYPE: IIB OCCUPANCY: U,S-2 JURISDICTION: CITY OF SPRINGFIELD PROPOSED BUILDING USE: UNMANNED TELECOM PROJECT DESCRIPTION: SITE LOCATION NAD83 T—MOBILE PROPOSES (PER RFDS P00402BA—GEN ADD) TO MODIFY AN LATITUDE: 44' 03' 55.40N (44.065389') EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH: LONGITUDE: 123' 01' 39.0'W (-123.027500') TOP OF STRUCTURE: 597'-5" AMSL 148'-11" AGL BASE OF STRUCTURE: 448'-6" AMSL 0.0' AGL STRUCTURE TYPE: MONOPOLE THE REMOVAL OF: • REMOVE CAM LOK GENERATOR CONNECTION • E ■ •Mobile- 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 RPM P. MARSHALL & ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUS'T'ON, T% 77024 ENGINEERING SEAL, THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T—MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T—MOBILE. DESCRIPTION DATE BY REV REV. PRELIMINARY ,08/19/2022 MKL B -- ---- FINALS 09/06/2022 MKL 0..... SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 PM&A PROJECT: 22_T2M-027 SHEET DESCRIPTION. TITLE SHEET SHEET NUMBER: T-1 PROJECT LEASE AREA: PARCEL NUMBER: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED N/A 1703271002200 APPROVED BY: DATE: SIGNATURE. APPROVED BY: DATE: SIGNATURE: ---- - -- -- ----- NEW IMPERVIOUS AREA: AREA OF PARCEL: THE ADDITION OF: PROJECT MANAGER: RF ENGINEER: — SITE ACQUISTION: — -- - — OPERATIONS MANAGER: 0 SF 1.43 ACRES ADD NEW 48KW GENERAL DIESEL GENERATOR WITH 240 --- ---- - r-------------- ------ --- ---- A/ GALLON TANK ON PROPOSED 4'-0"X9'-0" CONCRETE ZONING: 1DEVELOPMENT MANAGER: INFORMATION: GENERATOR PAD. - — ---- ---- CONSTRUCTION MANAGER: — — -------- REGULATORY: Low. Know what's BELOW. COII before dig. ADD NEW 200A ATS ON T—MOBILE EXISTING H—FRAME. PARKING REQUIREMENTS ARE UNCHANGED _ you ADD NEW FIRE EXTINGUISHER AND SITE SIGNAGE. CONSTRUCTION MANAGER www.call8ll.com TRAFFIC IS UNAFFECTED SIGNAGE IS PROPOSED • E ■ •Mobile- 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 RPM P. MARSHALL & ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUS'T'ON, T% 77024 ENGINEERING SEAL, THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T—MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T—MOBILE. DESCRIPTION DATE BY REV REV. PRELIMINARY ,08/19/2022 MKL B -- ---- FINALS 09/06/2022 MKL 0..... SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 PM&A PROJECT: 22_T2M-027 SHEET DESCRIPTION. TITLE SHEET SHEET NUMBER: T-1 GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL ADHERE TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE (LATEST EDITION), AND ALL OTHER APPLICABLE CODES AND ORDINANCES AS REQUIRED BY THE JURISDICTION. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND THE CARRIER INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). SPECIFICATIONS ARE THE RULING DOCUMENTS, AND ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD (EOR) PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS INCLUDING DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN IN THE DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION, IS REQUIRED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EOR PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, AND SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. 23, CONTRACTOR TO VERIFY ALL ASPECTS OF THE EXISTING STRUCTURE FOR CONFORMITY WITH THE VALUES SHOWN IN THESE DRAWINGS AND NOTIFY THE E.O.R. IF ANY DISCREPANCIES ARE FOUND. ALL ELEMENTS OF EXISTING STRUCTURE TO REMAIN UNDISTURBED, U.N.O. SITE WORK NOTES 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATfONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: W -SHAPES: ASTM A992, 50 KSI ANGLES, BARS, CHANNELS, PLATES: ASTM A36,36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53 -B, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. ALL WELDING SHALL BE PERFORMED IN AN APPROVED SHOP. 4. ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE PER ASTM A325. HOLES TO BE 1/16" DIA. LARGER THAN BOLT, U.N.O. 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. 7. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH AND DIAMETER. LOCATE AND AVOID CUTTING EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR CONCRETE WALLS. 8. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICC & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. THIRD PARTY SPECIAL INSPECTION IS REQUIRED FOR CONCRETE EXPANSION ANCHORS (I.E. SIMPSON STRONG -BOLT 2 WEDGE ANCHORS PER ESR -3037). INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT PERMITTED. SPECIAL INSPECTION NOTES 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR, APPROVED BY CARRIER AND THE LOCAL JURISDICTION, AS REQUIRED BY IBC SECTION 1704 AND 1705 FOR THE FOLLOWING: A. STRUCTURAL STEEL: I. ALL HIGH STRENGTH BOLT INSTALLATIONS; BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES N5.6-1, N5.6-2, AND N5.6-3 PER AISC 360-10. ii. FIELD WELDING (IF UTILIZED). B. BOLTS AND ANCHORS iN CONCRETE: i. RETROFIT ANCHORS IN CONCRETE (ASHESIVE/EPDXY, EXPANSION, WEDGE, OR SCREW TYPE ANCHORS): INSPECT SIZE, LENGTH, CLEANLINESS, AND INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. C. CONCRETE CONSTRUCTION: i. VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC SECTION 1705, TABLE 1705.3. 2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH CONTRACT DOCUMENTS. 3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL. SIGNAGE REQUIREMENTS PLACE ON (2) VISIBLE SIDES OF NEW GENERATOR TANK 11" X 11"SIGN PLACE ON (2) VISIBLE SIDES OF NEW GENERATOR TANK 15" X 12" SIGN PLACE ON VISIBLE SIDE OF NEW GENERATOR TANK 10" X 7" SIGN EMERGENCY CONTACTS T -MOBILE CONTACT'. NAME PHONE#: (xxx)xxx-xxxx SITE OWNER CONTACT: NAME PHONE* (X=xxx-xxxx PLACE ON EXTERIOR OF EXISTING SHELTER OR NEAR EXISTING T -MOBILE LEASE AREA 5" X 3" SIGN PLACE ON (2) VISIBLE SIDES OF NEW GENERATOR TANK 18" X 18" SIGN CONTRACTOR TO PROVIDE REQUIRED SIGNAGE FOR ELECTRICAL PANELS, DISCONNECTS, TRANSFER SWITCHES, ETC. PER NATIONAL ELECTRIC CODE ARTICLE 700.7 REQUIRED LABELING & SIGNAGE • PLANS PREPARED FOR: • • m •Mobile•• 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PLANS PREPARED BY:�� , pip� 0 Q P. MARSHALL & ASSOCIATES 6801 PORTWEST DR., SUTTEE 100 HOUSTON, TX 77024 MW rMRiIYGR: ENGINEERING SEAL: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION I DATE 'BY REV REV. PRELIMINARY 08/19/2022' MKL B FINALS :09/06/2022,. MKL 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 FPM&A PROJECT. 22T2M-027 SHEET DESCRIPTION: GENERAL NOTES SHEEP NUMBER: GN -1 PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PMS.A HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN &. EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF CONSTRUCTION, CONTACT T -MOBILE CM. GENERAL NOTES SITE PLAN SHOWN WAS TAKEN FROM SURVEY INFORMATION PROVIDED BY N/A. CONTRACTOR TO VERIFY ALL EXISTING INFORMATION IS INDICATED ON SITE PLAN. CONTRACTOR IS TO ESTABLISH THE EXISTENCE AND LOCATION OF ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. IMMEDIATELY NOTIFY THE CONSTRUCTIO MANAGER OF ANY DISCREPANCIES. 2. PARCEL DATA SHOWN WAS TAKEN FROM INFORMATION PROVIDED BY GOGGLE PARLAY PROPERTY INFORMATION RESEARCH WEB SITE. 3. NO WETLANDS EXISTING ON-SITE 4. ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE WITH THE ACCEPTED POLICIES BY STATE CODE. SITE PLAN NOTES ACCESS TO PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS WITH THE LEASING AGENT FOR APPROVAL. 2. CONTRACTOR SHALL HAVE PRESENT ON SITE CURRENT CARRIER SUPPLIED INFORMATION PRIOR TO COMMENCE OF WORK; IE. RFDS, DESIGN DOCUMENTS SPECIFIC TO SITE AND CONFIGURATION. NOTIFY CONSTRUCTION MANAGER OF ANY DISCREPANCY PRIOR TO ARRIVAL AT SITE. 3. ALL DAMAGE TO EXISTING UNDERGROUND, OVERHEAD OBSTACLES AND/OR EXISTING EQUIPMENT, PAD OR SHELTERS SHALL BE REPLACED BACK TO FULL ORIGINAL OR BETTER CONDITION & SHALL MATCH EXISTING CONDITIONS BY REPAIRS AT GENERAL CONTRACTOR EXPENSE. 4. THE EXISTING TREES AND VEGETATION ARE SUFFICIENT TO PROVIDE THE REQUIRED SCREENING OF THE ENCLOSURE PER LOCAL ORDINANCE. IF THE VEGETATION IS REMOVED OR DAMAGED DURING THE CONSTRUCTION PROCESS, NEW LANDSCAPING/ SCREENING WILL BE INSTALLED TO MEET LOCAL ORDINANCE REQUIREMENTS. COORDINATE WITH LL ON APPROPRIATE REPLACEMENTS AS NECESSARY. OVERALL PROPERTY 40' 20' 0 40' 1 "=80'-0" f 1 x17) Ego PLAN 1V 1. fVR: • • • Mobile •• 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PLANS PREPARED BY: plvm P. MARSHALL & ASSOCIATES 6801 PORTWEST' DR., SUITE 100 HOUSTON, TX 77024 THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. KLVISwNS DESCRIPTION DATE BY (REV REV. PRELIMINARY 108/19/2022_ MKL I B FINALS(09/06/2022 ( MKL 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 PMcA PROJECT: 22_T2M-027 SHEET DESCRIPTION: OVERALL PROPERTY PLAN SHEET NUMBER: Z-1 PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN & EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF CONSTRUCTION, CONTACT T -MOBILE CM. DECOMMISSION OF WORK: • REMOVE CAM LOK GENERATOR CONNECTION ! GROUND SCOPE OF WORK: • ADD NEW 48KW C ENERAC DIESEL GENERATOR WITH 240 GALLON TANK ON PROPOSED 4-0'X4'-0" CONCRETE GENERATOR PAD ADD SIGNAGE. • ADD NEW 200A ATS FIRE EXTINGUISHER ON EXISTING H -FRAME. (E) UTILITY COVER J l (E) COMPOUND ACCESS GATE 1 Y- 01 3 1 1 (E) 148'-11" MONOPOLE A_ TOWER ` (E)TOWER , FOUNDATIONS PAD TYPI) ,1 I 1 _ 1 t I 1 1 4 (E) CARRIER ICE BRIDGE I t4 1 i 1 i 1 � 1 J, V 1 1 i t •1 U CARRIER (E) CHAIN-LINK EQUIPMENT PAD t � FENCED COMPOUND � 1 / 1 (E) 15FT X 25FT I t• LEASE AREA 4 (E) 15FT X 15FT i. LEASE AREA (TYP.) (E) T MOBILE x ICE BRIDGE x (UIPMENBILEB', RX : A- EQUIPMENT PAD, REF: A 2 1, (E) T -MOBILE t UTILITY FRAME,: IE) T-MO11 81 UTILITY METER X ._. (E) MULTI -TENANT UTILITY FRAME el EXISTING OVERALL SITE PLAN 1 1 3/32"=1'-0" (11x17) 11 ..--1 — X i t 1 t (E) UTILITY COVER ) 1 i � (E) CARRIER ICE BRIDGE - ` 1 (E) COMPOUND — 02 1 (E) CHAIN-LINK ACCESS GATE A-3 1 ' (U CARRIER EQUIPMENT PAD 1 FENCED COMPOUND (E) 148._11. 1 MONOPOLE t• Tt 1 I, TOWER 1 it 1 (E) 15FT X 25FT (U TOWER 1 t LEASE AREA FOUNDATION t ' -. ,.. PAD TYP.) ................... T (E) 15FT X 15Ff I syL7,yr;xz,� i I TYP. AREA LEASE ( ) r LC,. 4L4 r (E) T MOBILE a .,L ICE BRIDGE T �� -- --� (E) T -MOBILES 0 X10 01A-2 _ 4 EQUIPMENT PAD, REF: A 2 ttt t ) '1 U BILE IEITY^O FRAME , �St 1 •t ;1 1 I I I 1 1 uo J (P) T -MOBILE 1 GENERATOR AREA x (U T -MOBIL_ UTILITY METER ___ X — (E) MULTI -TENANT UTILITY FRAME PROPOSED OVERALL SITE PLAN _ 3/16"=] -0" (FULL SIZE) ..__ 2' 0 4' 3/32"=1'-0" (17x17) a K PLANS PREPARED FOR: • 0 mMobileo 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PLANS PREPARED BY: p '�' 0 1m, P. MARSHALL & ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUS'T'ON, TX 77024 ENGINEERING SEAL: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF 1 -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF 'r -MOBILE. SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 r PM&A PROJECT: 22_T2M-027 SHEET DESCRIPTION: OVERALL SITE PLAN SHEET NUMBER: A-1 (U T -MOBIL_ UTILITY METER ___ X — (E) MULTI -TENANT UTILITY FRAME PROPOSED OVERALL SITE PLAN _ 3/16"=] -0" (FULL SIZE) ..__ 2' 0 4' 3/32"=1'-0" (17x17) a K PLANS PREPARED FOR: • 0 mMobileo 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PLANS PREPARED BY: p '�' 0 1m, P. MARSHALL & ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUS'T'ON, TX 77024 ENGINEERING SEAL: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF 1 -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF 'r -MOBILE. SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 r PM&A PROJECT: 22_T2M-027 SHEET DESCRIPTION: OVERALL SITE PLAN SHEET NUMBER: A-1 SITE PLAN DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. CONTRACTOR SHALL FIELD VERIFY SITE PLAN & EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS, IF PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF CONSTRUCTION, CONTACT T -MOBILE CM. DECOMMISSION OF WORK: • REMOVE CAM LOK GENERATOR CONNECTION GROUND SCOPE OF WORK: • ADD NEW 48KW GENERAC DIESEL GENERATOR WITH 240 GALLON TANK ON PROPOSED 4'-0"X9'-0" CONCRETE GENERATOR PAD. ADD SIGNAGE. • ADD NEW 200A ATS, FIRE EXTINGUISHER ON EXISTING H -FRAME. (E) T -MOBILE ICE BRIDGE (HATCH NOT SHOWN FOR CLARITY) (E) T -MOBILE r UTILITY FRAME -4 \ (E) T -MOBILE CAM LOK TO BE REMOVED �I\ (E) T -MOBILE 200A PPC PANEL (E) T -MOBILE TELCO CABINET (E) T -MOBILE GPS ANTENNA X-__ _. X __--. x __--._-___ , —--._.__-- X (E) T -MOBILE ICE BRIDGE (HATCH NOT SHOWN FOR CLARITY) (P) T -MOBILE FIRE EXTINGUISHER IN WEATHER PROOF ENCLOSURE (P) T -MOBILE 200A ATS, MOUNTED TO EXISTING H -FRAME. (FIELD VERIFY FOR 3FT FRONT CLEARANCE) (E) T -MOBILE 200A PPC PANEL 4) FMOBILE GENERATOR 3-0'' WORKING CLEARANCE 14'-7"+ 00 O IP) T MCBI E GENERAC 48KW GENERATOR WITH 240 GALLON ii DIESEL FUEL TANK )i< I (E) T -MOBILE TELCO CABINET (0 GPS (P) T -MOBILE 4'-0" X9'-0' CONCREIE GENERATOR PAD (E) T -MOBILE LB3 CABINET (E) T -MOBILE HPL3 CABINET 1E) T -MOBILE ICE 1\ BRIDGE POST (TYP.) 'A •4 (E) T -MOBILE OVP (TYP.) IE) T -MOBILE LB3 CABINET (E) T -MOBILE SERVICE LIGHT (E) T -MOBILE 8'-0'X10'-0" EQUIPMENT PAD X ri } r tl \ f. (E) CHAIN-LINK ij z FENCED COMPOUND ) X r t it i f (E) MULTI -TENANT UTILITY FRAME UTILITY METER •} 4 \ 4 i r N EXISTING ENLARGED EQUIPMENT PLA �oioamiooDi m�oror 1 /T=1'_0" (FULL SIZE) 2' 1' 0 2' 1/4"=1'-0" (11x17) (E)T-MOBILE HPL3 CABINEI (E) T -MOBILE ICE BRIDGE POST (TYP.) P a _4---'" (E) T -MOBILE OVP (TYP.) (E) T -MOBILE UTILITY FRAME (E) T -MOBILE SERVICE LIGHT (E) T -MOBILE 8'-0"X10'-0" EQUIPMENT PAD \1 1 (E) CHAIN-LINK 1� FENCED COMPOUND 4” UTILITY METER (E) MULTI -TENANT UTILITY FRAME 16'-2"1: t B - - - - _ X PROPOSED ENLARGED EQUIPMENT PLAN 2 n .1/2 -1'-0" (FULL SIZE) - z V 0 2' 1/4=F-0"(IIx17) PLANS PREPARED FOR: • • 0 •Mobile •• 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 u` o P. MARSHALL & ASSOCIATES 6801 PORTWES'T DR., SUITE 100 HOUSTON, TX 77024 LIY VIIYGLRIIYV JV\L: VIVV„1\V IYVIIVG THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -h OBILE. DESCRIPTION DATE BY REV REV. PRELIMINARY 08/19/2022 MKL B FINALS 09/06/20221 MKL 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 r PM&A PROJECT: 22_T2M-027 SHEET DESCRIPTION: ENLARGED EQUIPMENT PLAN SHEET NUMBER: A-2 — 2 SITE PLAN DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET, CONTRACTOR SHALL FIELD VERIFY SITE PLAN & EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF CONSTRUCTION, CONTACT T -MOBILE CM:' CONCRETE PAD IMPOUND FENCE EXISTING EQUIPMENT ELEVATION a 1 1/2"=1'-0" (FULL SI 0 2' 1/4"=1'-0" (11x17) PROPOSED 2' 1' MPOUND FENCE EQUIPMENT ELEVATION 1/4"=1'-0" (11x1 2 PLANS PREPARED FOR: • • ■ •Mobile•° 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 rua MLrn LW OT: ppm P. MARSHALL & ASSOCIATES 6801 PDXIWEST DR-, SUITE, 100 HOUSTON, TX 77024 = DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T --MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T --MOBILE. REVISIONS: DESCRIPTION DATE BY REV REV. PRELIMINARY :08/19/20227 MKL B FINALS 09/06/2022: MKIL 0 _____.... SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 PM&A PROJECT: I 22_T2M-027 SHEET DESCRIPTION: EQUIPMENT ELEVATIONS SHEET NUMBER: A-3 4 CONCRETE SLAB PROPOSED 5/8" DIAMETER, HILTI KWIK BOLT TZ ANCHOR WITH 3-5/8" NOMINAL EMBEDMENT IICC ESR -1917). TO BE INSTALLED A MINIMUM OF (1) IN EACH CORNER OF EQUIPMENT. SEE MANUFACTURER'S EQUIPMENT INSTALLATION MANUAL FOR ANCHOR LOCATIONS. IT IS ASSUMED THAT EQUIPMENT ANCHOR LOCATIONS HAVE BEEN DESIGNED/REINFORCED BY THE MANUFACTURER TO WITHSTAND SHEAR AND UPLIFT FORCES AS CALCULATED IN THIS DESIGN EQUIPMENT LOCK BASE FRAME WASHER PLATE WASHER r N w � Y � f U r zi EQUIPMENT ANCHOR DETAIL NOT TO SCALE -EXISTING H -FRAME -3/8" STAINLESS STEEL BOLTS AND WASHERS (TYP.) AUTOMATIC TRANSFER SWITCH MOUNTED ON H -FRAME -PROPOSED FIRE EXTINGUISHER \-P1000 UNISTRUT CROSS MEMBER (TYP.) - PROPOSED CONDUIT GROUND LEVEL TYP.) T ATS H -FRAME DETAIL 2 SCALE A-7 OUTLINE OF GENERATOR TANK FOOTPRINT 5/&'0 EMBED HILTI KWIK BOLT TZ2-SS 304 EXPANSION ANCHOR (OR APPROVED EQUAL). SLAB ON GRADE (SEE 'PLAN) ��t0 `apN #4 912" OC EACH WAY, CENTER IN SLAB-/ CRUSHED ROCK 1. PRIOR TO EXCAVATION, CHECK THE AREA FOR UNDERGROUND FACILITIES. 2. ALL CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 19 OF THE IBC & ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", LATEST EDITION & HAVE THE FOLLOWING PROPERTIES: A MINIMUM 7 -DAY COMPRESSIVE STRENGTH If c) OF 2,500 PSI. B CEMENT SHALL BE "LOW -ALKALI' TYPE IIA (MODERATE SULFATE RESISTANCE, AIR ENTRAINING) CONFORMING TO ASTM C150. C MAXIMUM WATER/CEMENT RATIO OF 0.45 AND AIR -ENTRAINED 4% TO 7%. D CONCRETE PROPORTIONING SHALL BE DESIGNED BY AN APPROVED LABORATORY. TOLERANCES IN ACCORDANCE WITH ACI 117. COPIES OF CONCREIE MIX SHALL BE SUBMITTED TO THE CROWN CASTLE CONSTRUCTION MANAGER FOR REVIEW PRIOR TO PLACEMENT. E ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. MAXIMUM AGGREGATE SIZE TO BE 3/4". F MAXIMUM SLUMP: REFER TO GEOTECHNICAL REPORT FOR CONFIRMATION OF ANY ASSUMPTIONS MADE DURING DESIGN. 3. FORMWORK FOR CONCRETE SHALL CONFORM TO ACI 347. TOLERANCES FOR FINISHED CONCRETE SURFACES SHALL MEET CLASS -C REQUIREMENTS. IN NO CASE SHALL FINISHED CONCRETE SURFACES EXCEED THE FOLLOWING VALUES AS MEASURED FROM NEAT PLAN LINES AND FINISHED GRADES:± 1/4" VERTICAL, ± I" HORIZONTAL. 4. CHAMFER ALL EXPOSED CORNERS AND FILLET ENTRANT ANGLES 3/4" U.N.O. S. CONCRETE FINISHING: CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH ACI. PROVIDE ROUGH FINISH FOR ALL SURFACES NOT EXPOSED TO VIEW AND SMOOTH FINISH FOR ALL OTHERS, U.N.O. 6. STEEL REINFORCEMENT AND CONCRETE SHOULD BE PLACED IMMEDIATELY UPON COMPLETION OF THE FOUNDATION EXCAVATION. CONTRACTOR SHALL NOT ALLOW A COLD JOINT TO FORM IN THE CONCRETE. PORTION AT GRADE SHOULD BE FORMED. TEMPORARY CASING MAY BE REQUIRED TO PREVENT CAVING PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL NOTES: 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL/HORIZONTAL BARS SHALL BE GRADE 60; TIES OR STIRRUPS SHALL BE A MINIMUM OF GRADE 40. ALL REINFORCING STEEL SHALL HAVE 3" (±3/8") OF CONCRETE COVER, U.N.O. 2, ALL BAR BENDS, HOOKS, SPLICES AND OTHER REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ACI 315. 3. ALL BARS SHALL BE SPLICED WITH A MINIMUM LAP OF 48 BAR DIAMETERS. LAP SPLICES OF DEFORMED BARS IN TENSION ZONES SHALL BE CLASS-BSPLICES. WELDING OF BARS IS NOT PERMITTED. 4. AT ALL CORNERS AND WALL INTERSECTIONS, PROVIDE BENT HORIZONTAL BARS TO MATCH THE HORIZONTAL REINFORCING STEEL. 5. PROVIDE VERTICAL DOWELS IN FOOTINGS AND AT CONSTRUCTION JOINTS TO MATCH VERTICAL REINFORCING BAR SIZE AND SPACING. 6. ACI APPROVED PLASTIC -COATED BAR CHAIRS OR PRECAST CONCRETE BLOCKS SHALL BE PROVIDED FOR SUPPORT OF ALL GRADE -CAST REINFORCING STEEL & SHALL BE SUFFICIENT IN NUMBER TO PREVENT SAGGING. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUB -GRADE. 7. DOWELS AND ANCHOR BOLTS SHALL BE WIRED OR OTHERWISE HELD IN CORRECT POSITION PRIOR TO PLACING CONCRETE. IN NO CASE SHALL DOWELS OR ANCHOR BOLTS BE"STABBED" INTO FRESHLY -POURED CONCRETE. FOUNDATION NOTES: 1. THE CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND SHALL CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 2. THE GEOTECHNICAL ENGINEER (OR INSPECTOR) SHALL INSPECT THE EXCAVATION PRIOR TO THE PLACEMENT OF CONCRETE AND SHALL PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORDS PURPOSES. 3. THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS NECESSARY TO SUPPORT THE EXCAVATION DURING CONSTRUCTION. 4, REBAR AT BOTTOM OF FOUNDATIONS SHALL BE BONDED TO SITE GROUNDING SYSTEM (WHEN APPLICABLE). SEE ADDITIONAL DETAILS ON APPROVED A&E CONSTRUCTION DRAWINGS. 5. ALL FOOTINGS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB -GRADE PRIOR TO PLACING CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER -EXCAVATED AND REPLACED WITH "LEAN CONCRETE FILL". THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC RECOMMENDATIONS. 6. STRUCTURAL BACKFILL SHALL BE GRANULAR FREE -DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6' IN DEPTH AND COMPACTED TO 957 OF MAXIMUM DENSITY AS DETERMINED PER ASTM D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC RECOMMENDATIONS. SOIL NOTES: 1. FOUNDATION DESIGN BASED ON THE PRESUMPTIVE MINIMUM SOIL PARAMETERS IN ACCORDANCE WITH THE IBC, CBC AND TIA. WHEN A SITE SPECIFIC GEOTECHNICAL REPORT IS AVAILABLE ON CCISITES AND THE ENGINEER AND THE CONTRACTOR SHALL ADHERE TO ALL RECOMMENDATIONS PROVIDED THEREIN. 2, ALL FOUNDATIONS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB -GRADE PRIOR TO PLACING CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER -EXCAVATED AND REPLACED WITH STRUCTURAL BACKFILL 3. STRUCTURAL BACKFILL SHALL BE GRANULAR FREEDRAININGMATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED PER ASTM D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC RECOMMENDATIONS. MECHANICAL ANCHOR NOTES: 1. HILTI PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, AS INCLUDED IN THE ADHESIVE PACKAGING. 2. CONTRACTOR SHALL AVOID DRILLING HOLES IN VERTICAL/HORIZONTAL REINFORCING BARS. 3. HOLES MUST BE WIRE BRUSHED AND BLASTED WITH COMPRESSED AIR PRIOR TO INSTALLATION. TEMPERATURES/METHODS/WORKING TIME/ETC. ARE TO BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. 4. REFERENCE ICC -ES ESR -1917 REPORT. THICKENED 1 1.4„ SLAB EDGE) (2); -5 CONT A -A SECTION V CHAMFER (TYP) 4" (VARIES, 4" MAX) C GRADE DEPTH PER FROSTLINE ' CLR 44" CLR CONCRETE PAD DETAIL 3 NOT TO SCALE • • •Mobile •r 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 pli P. MARSHALL & ASSOCIATES 6801 PORTWEST DR., SUTLE 100 HOUSTON, TX 77024 mv. rnn„¢n. ENGINEERING SEAL DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REV. PRELIMINARY 08/19/2022 MKL 8 FINALS 09/06/2022 MKL 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 PM&A PROJECT: 22_T2M-027 SHEET DESCRIPTION: EQUIPMENT DETAILS SHEET NUMBER: A-4 I, a i O ,� A SLAB REINF., ♦ I` SEE SECTION A -A Ip % oxc m 1 w O d 0 0 0 rl0 OUTLINE OF GENERATOR TANK FOOTPRINT 5/&'0 EMBED HILTI KWIK BOLT TZ2-SS 304 EXPANSION ANCHOR (OR APPROVED EQUAL). SLAB ON GRADE (SEE 'PLAN) ��t0 `apN #4 912" OC EACH WAY, CENTER IN SLAB-/ CRUSHED ROCK 1. PRIOR TO EXCAVATION, CHECK THE AREA FOR UNDERGROUND FACILITIES. 2. ALL CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 19 OF THE IBC & ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", LATEST EDITION & HAVE THE FOLLOWING PROPERTIES: A MINIMUM 7 -DAY COMPRESSIVE STRENGTH If c) OF 2,500 PSI. B CEMENT SHALL BE "LOW -ALKALI' TYPE IIA (MODERATE SULFATE RESISTANCE, AIR ENTRAINING) CONFORMING TO ASTM C150. C MAXIMUM WATER/CEMENT RATIO OF 0.45 AND AIR -ENTRAINED 4% TO 7%. D CONCRETE PROPORTIONING SHALL BE DESIGNED BY AN APPROVED LABORATORY. TOLERANCES IN ACCORDANCE WITH ACI 117. COPIES OF CONCREIE MIX SHALL BE SUBMITTED TO THE CROWN CASTLE CONSTRUCTION MANAGER FOR REVIEW PRIOR TO PLACEMENT. E ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. MAXIMUM AGGREGATE SIZE TO BE 3/4". F MAXIMUM SLUMP: REFER TO GEOTECHNICAL REPORT FOR CONFIRMATION OF ANY ASSUMPTIONS MADE DURING DESIGN. 3. FORMWORK FOR CONCRETE SHALL CONFORM TO ACI 347. TOLERANCES FOR FINISHED CONCRETE SURFACES SHALL MEET CLASS -C REQUIREMENTS. IN NO CASE SHALL FINISHED CONCRETE SURFACES EXCEED THE FOLLOWING VALUES AS MEASURED FROM NEAT PLAN LINES AND FINISHED GRADES:± 1/4" VERTICAL, ± I" HORIZONTAL. 4. CHAMFER ALL EXPOSED CORNERS AND FILLET ENTRANT ANGLES 3/4" U.N.O. S. CONCRETE FINISHING: CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH ACI. PROVIDE ROUGH FINISH FOR ALL SURFACES NOT EXPOSED TO VIEW AND SMOOTH FINISH FOR ALL OTHERS, U.N.O. 6. STEEL REINFORCEMENT AND CONCRETE SHOULD BE PLACED IMMEDIATELY UPON COMPLETION OF THE FOUNDATION EXCAVATION. CONTRACTOR SHALL NOT ALLOW A COLD JOINT TO FORM IN THE CONCRETE. PORTION AT GRADE SHOULD BE FORMED. TEMPORARY CASING MAY BE REQUIRED TO PREVENT CAVING PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL NOTES: 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL/HORIZONTAL BARS SHALL BE GRADE 60; TIES OR STIRRUPS SHALL BE A MINIMUM OF GRADE 40. ALL REINFORCING STEEL SHALL HAVE 3" (±3/8") OF CONCRETE COVER, U.N.O. 2, ALL BAR BENDS, HOOKS, SPLICES AND OTHER REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ACI 315. 3. ALL BARS SHALL BE SPLICED WITH A MINIMUM LAP OF 48 BAR DIAMETERS. LAP SPLICES OF DEFORMED BARS IN TENSION ZONES SHALL BE CLASS-BSPLICES. WELDING OF BARS IS NOT PERMITTED. 4. AT ALL CORNERS AND WALL INTERSECTIONS, PROVIDE BENT HORIZONTAL BARS TO MATCH THE HORIZONTAL REINFORCING STEEL. 5. PROVIDE VERTICAL DOWELS IN FOOTINGS AND AT CONSTRUCTION JOINTS TO MATCH VERTICAL REINFORCING BAR SIZE AND SPACING. 6. ACI APPROVED PLASTIC -COATED BAR CHAIRS OR PRECAST CONCRETE BLOCKS SHALL BE PROVIDED FOR SUPPORT OF ALL GRADE -CAST REINFORCING STEEL & SHALL BE SUFFICIENT IN NUMBER TO PREVENT SAGGING. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUB -GRADE. 7. DOWELS AND ANCHOR BOLTS SHALL BE WIRED OR OTHERWISE HELD IN CORRECT POSITION PRIOR TO PLACING CONCRETE. IN NO CASE SHALL DOWELS OR ANCHOR BOLTS BE"STABBED" INTO FRESHLY -POURED CONCRETE. FOUNDATION NOTES: 1. THE CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND SHALL CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 2. THE GEOTECHNICAL ENGINEER (OR INSPECTOR) SHALL INSPECT THE EXCAVATION PRIOR TO THE PLACEMENT OF CONCRETE AND SHALL PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORDS PURPOSES. 3. THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS NECESSARY TO SUPPORT THE EXCAVATION DURING CONSTRUCTION. 4, REBAR AT BOTTOM OF FOUNDATIONS SHALL BE BONDED TO SITE GROUNDING SYSTEM (WHEN APPLICABLE). SEE ADDITIONAL DETAILS ON APPROVED A&E CONSTRUCTION DRAWINGS. 5. ALL FOOTINGS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB -GRADE PRIOR TO PLACING CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER -EXCAVATED AND REPLACED WITH "LEAN CONCRETE FILL". THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC RECOMMENDATIONS. 6. STRUCTURAL BACKFILL SHALL BE GRANULAR FREE -DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6' IN DEPTH AND COMPACTED TO 957 OF MAXIMUM DENSITY AS DETERMINED PER ASTM D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC RECOMMENDATIONS. SOIL NOTES: 1. FOUNDATION DESIGN BASED ON THE PRESUMPTIVE MINIMUM SOIL PARAMETERS IN ACCORDANCE WITH THE IBC, CBC AND TIA. WHEN A SITE SPECIFIC GEOTECHNICAL REPORT IS AVAILABLE ON CCISITES AND THE ENGINEER AND THE CONTRACTOR SHALL ADHERE TO ALL RECOMMENDATIONS PROVIDED THEREIN. 2, ALL FOUNDATIONS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB -GRADE PRIOR TO PLACING CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER -EXCAVATED AND REPLACED WITH STRUCTURAL BACKFILL 3. STRUCTURAL BACKFILL SHALL BE GRANULAR FREEDRAININGMATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED PER ASTM D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC RECOMMENDATIONS. MECHANICAL ANCHOR NOTES: 1. HILTI PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, AS INCLUDED IN THE ADHESIVE PACKAGING. 2. CONTRACTOR SHALL AVOID DRILLING HOLES IN VERTICAL/HORIZONTAL REINFORCING BARS. 3. HOLES MUST BE WIRE BRUSHED AND BLASTED WITH COMPRESSED AIR PRIOR TO INSTALLATION. TEMPERATURES/METHODS/WORKING TIME/ETC. ARE TO BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. 4. REFERENCE ICC -ES ESR -1917 REPORT. THICKENED 1 1.4„ SLAB EDGE) (2); -5 CONT A -A SECTION V CHAMFER (TYP) 4" (VARIES, 4" MAX) C GRADE DEPTH PER FROSTLINE ' CLR 44" CLR CONCRETE PAD DETAIL 3 NOT TO SCALE • • •Mobile •r 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 pli P. MARSHALL & ASSOCIATES 6801 PORTWEST DR., SUTLE 100 HOUSTON, TX 77024 mv. rnn„¢n. ENGINEERING SEAL DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REV. PRELIMINARY 08/19/2022 MKL 8 FINALS 09/06/2022 MKL 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 PM&A PROJECT: 22_T2M-027 SHEET DESCRIPTION: EQUIPMENT DETAILS SHEET NUMBER: A-4 GENERAC OR APPROVED EQUAL Withstand Current - 600 Volt GTS Series 24" (47/16" GTS Rated Amps 100 150 200 300 400 Maximum RMS Symmetrical tV d Fault Current—Amps 200,000 200,000 200,000 200,000 200,000 Maximum Fuse Size — Amps 200 400 400 600 600 Fuse Class J,T J,T J,T J,T J,T CIRCUIT BREAKER PROTECTED Maximum RMS Symmetrical Fault Current—Amps 14,000 25,000 25,000 35,000 35,000 Protective Device Continuous Rating (Max)—Amps 150 .300 300 600 600 Tested in accordance with the withstand and closing requirements of UL 1008 and CSA Standards Current ratings are listed @ 480 VAC 12" AUTOMATIC TRANSFER SWITCH DETAILS 1 NOT TO SCALE ICE: BRIDGE MATERIAL BY COMMSCOPE OR APPROVED EQUIVALENT (2) 1-518"0 U -BOLTS AND WELD TO EA PIPE COLUMN C7X9.8 W/ CONTINUOUS UNISTRUT PIPE CAP 40 W. FLOODLIGHT W /2" ADJ FITTER MOUNT MFR. LITHONIA LIGHTING (PART NO. QTE LED P2 40K 120 THK DDB OR APPROVED EQUIVALENT) — Y ROOF SHALL BE GROUNDED TO VERTICAL STL PIPE AT EACH OF (4) CORNERS PLUS (2) AT MID -SPAN (W/ ID LEADS EXOTHERMICALLY WELDED TO PIPE) 3" x 2' WIDE x 12 GA. GALVANIZED STEEL GRIP STRUT GRATING BOLTED TO UNISTRUT AT EACH END (4 -BOLTS TYP) P ' \ J GROUNDING RIN. O MIDWEST ELECTRIC T3010GPR 20A DUEL GFCI GALVANIZED OUTLET W/ 12 HR TIMER OR 3" STD PIPE 1 �) APPROVED EQUIVALENT— COLUMN TY (2)4"X4,. A SQUARE CONCRETE PAVERS(TYP EACH POST) ICE BRIDGE CANOPY DETAI_LS_= 2 NOT TO SCALE PLANS PREPARED FOR: • • • •Mobile o 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 r�40 rrtcrn LU OT: 4- INM �, P. MARSHALL & ASSOCIATES 6501 PORT XT ST DR-, SUITE 100 HOUSTON,'1 X 77024 mv, rnnirv�rt: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T—MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T—MOBILE. REVISIONS: DESCRIPTION DATE BY REV REV. PRELIMINARYO8/19/20_222MKL B..... FINALS .09/06/2022. MKL. 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 PM&A PROJECT: 22_T2M-027 SHEET DESCRIPTION: EQUIPMENT DETAILS SHEET NUMBER: A-5 24" (47/16" o tV d I a 12" AUTOMATIC TRANSFER SWITCH DETAILS 1 NOT TO SCALE ICE: BRIDGE MATERIAL BY COMMSCOPE OR APPROVED EQUIVALENT (2) 1-518"0 U -BOLTS AND WELD TO EA PIPE COLUMN C7X9.8 W/ CONTINUOUS UNISTRUT PIPE CAP 40 W. FLOODLIGHT W /2" ADJ FITTER MOUNT MFR. LITHONIA LIGHTING (PART NO. QTE LED P2 40K 120 THK DDB OR APPROVED EQUIVALENT) — Y ROOF SHALL BE GROUNDED TO VERTICAL STL PIPE AT EACH OF (4) CORNERS PLUS (2) AT MID -SPAN (W/ ID LEADS EXOTHERMICALLY WELDED TO PIPE) 3" x 2' WIDE x 12 GA. GALVANIZED STEEL GRIP STRUT GRATING BOLTED TO UNISTRUT AT EACH END (4 -BOLTS TYP) P ' \ J GROUNDING RIN. O MIDWEST ELECTRIC T3010GPR 20A DUEL GFCI GALVANIZED OUTLET W/ 12 HR TIMER OR 3" STD PIPE 1 �) APPROVED EQUIVALENT— COLUMN TY (2)4"X4,. A SQUARE CONCRETE PAVERS(TYP EACH POST) ICE BRIDGE CANOPY DETAI_LS_= 2 NOT TO SCALE PLANS PREPARED FOR: • • • •Mobile o 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 r�40 rrtcrn LU OT: 4- INM �, P. MARSHALL & ASSOCIATES 6501 PORT XT ST DR-, SUITE 100 HOUSTON,'1 X 77024 mv, rnnirv�rt: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T—MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T—MOBILE. REVISIONS: DESCRIPTION DATE BY REV REV. PRELIMINARYO8/19/20_222MKL B..... FINALS .09/06/2022. MKL. 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 PM&A PROJECT: 22_T2M-027 SHEET DESCRIPTION: EQUIPMENT DETAILS SHEET NUMBER: A-5 uIEF-8 + 40. Lone LCD r1 f±iv ,xjual argnal Evdsition`° Coritr er yEx1gi1 fGpa7.shrFrenca v` E'aat:xjuesej with exteinsi Wevr]nrg VDI for -assE ndicat on of ce:�Fxiw Status r+Txf xeakeT ,aes tx,.n. • Isocs-+rnnor2R F6ec`,u lc ucr:.•a nar Srairu9 At;annatAd AII Finclausse Smart Baiter}.+ Chaige, • In egiated mase Tank Prcnodes Up to 40 houra of Run Ti,ae + B DAs; Ltar4ea Ware aTEYti.(:[" Listed UL 2/0 1-9-1421 ULG E Liste * t ets erx::e rRIqu raTewss fI E%Iernzm Vint and F-.,,; tt+m xs: GKOA ^,,y ua es,:ry ysirtilrx ll xvl YnuwazrCa :znanawzul.��3rxs_: 3,,sxM:d. FEATURES �'zShc 1 :GPF:,)rr t7•'F:.S73d;rrte reV <c^^:TrreadsB 9.E«r.r irixL ,},}$uW a; hr 2 Ff&FN`Fs€ _��iA«S ae.csxss.. .JSei 3.E.a Nw sasroxt"xo-e.gne.rrt.arula?r.,,nn_p.W.l.. �lns"Wttl ara ai=s't tlresz 16t@ralxel �affivt '-'@ma~rt* Yx '"� be sim .rmsR, ar c W mom" Eia '. a Ir. k, �,.U.7a,.:eteavnm-xraal -fi2E phta. �,Ra, reui i.^nmtAll,Mi frAiuTC? .=i,.P'lNG waF}fl'T.'i'P ky is= eat3e G„ti.M a rip -4+smkokaiv L usie Im zz +ire ala. me x[ GKOACt* S wa Sw' se ns :Ea mrl,arz r^B.vr Tar a: _SR. }sacs v5A prcufi s�pen R- 11MO e 1YiAKiQ ti ni ....: a drwvi rxl>uM;.s3cxla"rr`yr¢rrr,.:,rcu'arnia iru!tii... 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Swan!. rc4rc.Wnk/"9c v¢p.«ee i{9P2 ^, _Affsha ESM X0AdAM i&mes ...... `= __ ....__S DIESEL TANK CHECKLIST: READILY ACCESSIBLE MANUAL SHUTOFF VALVES SHALL BE INSTALLED ON SUPPLY PIPING AT THE POINT OF USE AND THE TANK (CFC 5003.2.2.1) SECONDARY CONTAINMENT -TYPE TANKS SHALL BE UL LISTED, UL -142, AND COMPLY WITH ALL OF THE FOLLOWING REQUIREMENTS; OTHERWISE TRADITIONAL SPILL CONTROL OR SECONDARY CONTAINMENT MEASURES, SUCH AS DIKING, SHALL BE UTILIZED (NFPA 30 22.11.4) +CAPACITY OF DIESEL TANK SHALL NOT EXCEED 50,000 GAL. + PIPING CONNECTIONS SHALL BE ABOVE THE LIQUID LEVEL +MEANS SHALL BE PROVIDED TO PROTECT RELEASE OF LIQUID BY SIPHON FLOW. +MEANS TO DETERMINE LIQUID LEVEL IN TANK SHALL BE PROVIDED TO DRIVER. MEANS TO PREVENT OVERFILLING BY AN ALARM AT 90% CAPACITY AND AUTOMATICALLY STOPPING + DELIVERY OF LIQUID TO THE TANK AT 95% CAPACITY. +SPACING BETWEEN ADJACENT TANKS SHALL NOT BE LESS THAN 3'. +TANK SHALL BE PROTECTED AGAINST DAMAGE FROM VEHICLES. + INTERSTITIAL SPACE SHALL HAVE EMERGENCY VENTING. + INTEGRITY OF SECONDARY CONTAINMENT SHALL BE ESTABLISHED. THE SECONDARY CONTAINMENT SHALL WITHSTAND THE HYDROSTATIC HEAD OF THE MAXIMUM + AMOUNT OF LIQUID STORED IN THE PRIMARY TANK. TANK LABELING AND PROTECTIONS: THE FOLLOWING SIGNS AND LABELS SHALL BE AFFIXED TO THE TANK. +"DANGER -FLAMMABLE LIQUIDS" (IFC 5703:5) + NFPA 704 PLACARD (IFC 5003.5) +"NO SMOKING" (IFC 5003.7.1) + EH&S + OWNER CONTACTS CRASH PROTECTION COMPLYING WITH FC 312 SHALL BE PROVIDED (CFC 501 (IF APPLICABLE) GENERATOR FEATURES: GENERATORS SHALL BE UL 2200 LISTED AND COMPLY WITH NFPA 37 AND NFPA 110. (CFC 604J AND 604-1.1) INSTALLATIONS SHALL HAVE A LABELED REMOTE MANUAL STOP (NFPA 110 5.6.5.6 & 5.6.5.6.1 AND NFPA 37 9.2.1.11 DOUBLE WALL FUEL TANK BASE SPECIFICATION: REF: T -MOBILE GENERATOR PACKAGE UL REGISTRATION NUMBER: MH I8459 UL 142 DOUBLE WALL FUEL TANK BASE SPECIFICATION FUEL TANK BASE CONSTRUCTION: + BE CONSTRUCTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES STANDARD UL -142. BE CONSTRUCTED IN ACCORDANCE WITH FLAMMABLE COMBUSTIBLE LIQUIDS CODE, NFPA 30; THE STANDARD FOR INSTALLATION USE OF STATIONARY COMBUSTIBLE ENGINE GAS TURBINES, NFPA 37; AND THE STANDARD FOR EMERGENCY STANDBY POWER SYSTEMS, NFPA 110. +MINIMUM ANCHOR QUANTITY PER MANUFACTURER OR THIS PLAN SET; WHICHEVER IS LARGER. SUB BASE TANK TESTING: + PRIMARY TANK & SECONDARY CONTAINMENT BASIN SECTIONS SHALL BE PRESSURIZED AT 3S PSI AND LEAK -CHECKED TO ENSURE INTEGRITY OF SUB BASE WELD SEAMS PER LI 42 STANDARDS FUEL FILL: 2.5-5 GALLON SPILL CONTAINMENT WITH ALARM +40%REMAINING FOR ALARM + 20% REMAINING FOR SHUT -DOWN FACTORY PRESET AT 95% FULL FOR ALARM FUEL CONTAINMENT BASIN: + SUB BASE TANK SHALL INCLUDE A WELDED STEEL CONTAINMENT BASIN, SIZED AT A MINIMUM OF 110% OF THE TANK. CAPACITY TO PREVENT ESCAPE OF FUEL INTO THE ENVIRONMENT IN THE EVENT OF A TANK RUPTURE. A FUEL CONTAINMENT BASIN LEAK DETECTOR SWITCH SHALL BE PROVIDED, NEPA NOTES: 1. CONSTRUCTION, INSTALLATION, MAINTENANCE, & OPERATIONAL TESTING OF EPSS SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF NAPA 110. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH LATEST ADOPTED EDITION OF NFPA 70 -NATIONAL ELECTRICAL CODE. FUEL TANK NOTES: THE TANK SHALL BE MANUFACTURED WITH THE FOLLOWING - INTERSTITIAL ELECTRONICALLY MONITORED RUPTURE BASIN - ALARM TO MONITOR THE SPACE BETWEEN THE PRIMARY AND SECONDARY TANK. - OVERFILL ALERT TO VISUALLY WARN WHEN THE TANK IS FILLED UPON CAPACITY. - OVERSPILL CONTAINMENT AT FILL PORT TO PREVENT SPILL OF FUEL DURING FILLING OPERATIONS. - 5 GALLON OVERSPILL CONTAINMENT W/ LOCKABLE CAP. GENERATOR DETAILS NOT TO SCALE • • • •Mobile •° 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PLANS PREPARED BY: 0 IS P _,Nm P. MARSHALL & ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 mW rMISIivL ; ENGINEERING SEAL: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REV. PRELIMINARY 08/19/2022_ MKL B FINALS 09/06/2022 MKL 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 F PM&A PROJECT: 22_T2M-027 L EET DESCRIPTION: GENERATOR DETAILS SHEET NUMBER: A-6 a3..c'rrG'c-xx7. 1—. I--- z.L Tn +Ct i69R E .iF1U7du - --- -._--.-.__ .... ,_.----- AhM,+tat�e:�slant +l itt/p ""skr�g.K:w=remw 4"u5.rl2 ar�es.:,C Ps�..A]R .v.z:ss_ .::... ........_. r. '.�z�a'3#�cc^em..�'..+s ce .d f« . +.i,.rc NA aA o... rn �.. tETC 7 .1 § mdLt9EA@.ii eVi a _._. ......,...._ _... .._......s MAN OS"AsuRg Fr; Nutiay 44�riaq�rcg,`>Lwr�7Sxr0utiemtavtTrcd�n _ _. iar�csrJ. Futuo- itm LY#fA h. kr ... Swan!. rc4rc.Wnk/"9c v¢p.«ee i{9P2 ^, _Affsha ESM X0AdAM i&mes ...... `= __ ....__S DIESEL TANK CHECKLIST: READILY ACCESSIBLE MANUAL SHUTOFF VALVES SHALL BE INSTALLED ON SUPPLY PIPING AT THE POINT OF USE AND THE TANK (CFC 5003.2.2.1) SECONDARY CONTAINMENT -TYPE TANKS SHALL BE UL LISTED, UL -142, AND COMPLY WITH ALL OF THE FOLLOWING REQUIREMENTS; OTHERWISE TRADITIONAL SPILL CONTROL OR SECONDARY CONTAINMENT MEASURES, SUCH AS DIKING, SHALL BE UTILIZED (NFPA 30 22.11.4) +CAPACITY OF DIESEL TANK SHALL NOT EXCEED 50,000 GAL. + PIPING CONNECTIONS SHALL BE ABOVE THE LIQUID LEVEL +MEANS SHALL BE PROVIDED TO PROTECT RELEASE OF LIQUID BY SIPHON FLOW. +MEANS TO DETERMINE LIQUID LEVEL IN TANK SHALL BE PROVIDED TO DRIVER. MEANS TO PREVENT OVERFILLING BY AN ALARM AT 90% CAPACITY AND AUTOMATICALLY STOPPING + DELIVERY OF LIQUID TO THE TANK AT 95% CAPACITY. +SPACING BETWEEN ADJACENT TANKS SHALL NOT BE LESS THAN 3'. +TANK SHALL BE PROTECTED AGAINST DAMAGE FROM VEHICLES. + INTERSTITIAL SPACE SHALL HAVE EMERGENCY VENTING. + INTEGRITY OF SECONDARY CONTAINMENT SHALL BE ESTABLISHED. THE SECONDARY CONTAINMENT SHALL WITHSTAND THE HYDROSTATIC HEAD OF THE MAXIMUM + AMOUNT OF LIQUID STORED IN THE PRIMARY TANK. TANK LABELING AND PROTECTIONS: THE FOLLOWING SIGNS AND LABELS SHALL BE AFFIXED TO THE TANK. +"DANGER -FLAMMABLE LIQUIDS" (IFC 5703:5) + NFPA 704 PLACARD (IFC 5003.5) +"NO SMOKING" (IFC 5003.7.1) + EH&S + OWNER CONTACTS CRASH PROTECTION COMPLYING WITH FC 312 SHALL BE PROVIDED (CFC 501 (IF APPLICABLE) GENERATOR FEATURES: GENERATORS SHALL BE UL 2200 LISTED AND COMPLY WITH NFPA 37 AND NFPA 110. (CFC 604J AND 604-1.1) INSTALLATIONS SHALL HAVE A LABELED REMOTE MANUAL STOP (NFPA 110 5.6.5.6 & 5.6.5.6.1 AND NFPA 37 9.2.1.11 DOUBLE WALL FUEL TANK BASE SPECIFICATION: REF: T -MOBILE GENERATOR PACKAGE UL REGISTRATION NUMBER: MH I8459 UL 142 DOUBLE WALL FUEL TANK BASE SPECIFICATION FUEL TANK BASE CONSTRUCTION: + BE CONSTRUCTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES STANDARD UL -142. BE CONSTRUCTED IN ACCORDANCE WITH FLAMMABLE COMBUSTIBLE LIQUIDS CODE, NFPA 30; THE STANDARD FOR INSTALLATION USE OF STATIONARY COMBUSTIBLE ENGINE GAS TURBINES, NFPA 37; AND THE STANDARD FOR EMERGENCY STANDBY POWER SYSTEMS, NFPA 110. +MINIMUM ANCHOR QUANTITY PER MANUFACTURER OR THIS PLAN SET; WHICHEVER IS LARGER. SUB BASE TANK TESTING: + PRIMARY TANK & SECONDARY CONTAINMENT BASIN SECTIONS SHALL BE PRESSURIZED AT 3S PSI AND LEAK -CHECKED TO ENSURE INTEGRITY OF SUB BASE WELD SEAMS PER LI 42 STANDARDS FUEL FILL: 2.5-5 GALLON SPILL CONTAINMENT WITH ALARM +40%REMAINING FOR ALARM + 20% REMAINING FOR SHUT -DOWN FACTORY PRESET AT 95% FULL FOR ALARM FUEL CONTAINMENT BASIN: + SUB BASE TANK SHALL INCLUDE A WELDED STEEL CONTAINMENT BASIN, SIZED AT A MINIMUM OF 110% OF THE TANK. CAPACITY TO PREVENT ESCAPE OF FUEL INTO THE ENVIRONMENT IN THE EVENT OF A TANK RUPTURE. A FUEL CONTAINMENT BASIN LEAK DETECTOR SWITCH SHALL BE PROVIDED, NEPA NOTES: 1. CONSTRUCTION, INSTALLATION, MAINTENANCE, & OPERATIONAL TESTING OF EPSS SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF NAPA 110. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH LATEST ADOPTED EDITION OF NFPA 70 -NATIONAL ELECTRICAL CODE. FUEL TANK NOTES: THE TANK SHALL BE MANUFACTURED WITH THE FOLLOWING - INTERSTITIAL ELECTRONICALLY MONITORED RUPTURE BASIN - ALARM TO MONITOR THE SPACE BETWEEN THE PRIMARY AND SECONDARY TANK. - OVERFILL ALERT TO VISUALLY WARN WHEN THE TANK IS FILLED UPON CAPACITY. - OVERSPILL CONTAINMENT AT FILL PORT TO PREVENT SPILL OF FUEL DURING FILLING OPERATIONS. - 5 GALLON OVERSPILL CONTAINMENT W/ LOCKABLE CAP. GENERATOR DETAILS NOT TO SCALE • • • •Mobile •° 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PLANS PREPARED BY: 0 IS P _,Nm P. MARSHALL & ASSOCIATES 6801 PORTWEST DR., SUITE 100 HOUSTON, TX 77024 mW rMISIivL ; ENGINEERING SEAL: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REV. PRELIMINARY 08/19/2022_ MKL B FINALS 09/06/2022 MKL 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 F PM&A PROJECT: 22_T2M-027 L EET DESCRIPTION: GENERATOR DETAILS SHEET NUMBER: A-6 ED I Q F m � 4 _ Z K ¢ O U. z z wwo Z U O a0Q LLW Z Z Z N �pU O2W� zQ W N Z'00� ws O w w JO O U UQK K� NFQ�F Kp� �< a W�� Zo o ywQOW.. U O Q O Z m J z;- LL `- QW N W w O r ¢Z Z W OF H� nz X5zKOLL Z. pZ d W:7¢WW ' WW OKZ ZaO �-WJ J QKOJ�', F KQ OC9W OFU TWO ¢ ¢Z0�4 UN 1200 ¢>'� FLL0,6w QOO wJ �w F mOw <w w°wz ewi ow0mwwr ��� w zo W>w ¢ a_a wFwttLL oz p•_w OpOZ Q >. Zomig zaW- -mz wZO2'S VJi m7<w,' ZO8gom oEWW *.0mw az< gszQzz DDT < >°wa ,yde �y, �, pFww mUpw ODU' gUWQLL�- QK(j O.w Omar OOZtiK Ulw Q 2Wam A U>Ztt�.W a¢W pKp 02ttIQJJ�W�NOK WQUw m Q ZOy<3y10 OFWFU Fit- fL O(/JY W❑ d'UJW Z��YQp�WOiri Ut-Uiti �Sj40�WFp0�?Ow QJ�. pQc�u4igmOF zd �z Qmzz ac�ZwJ�uLLi�Q�`�J� LL¢ Ykfi'"u"E2 r3¢7¢wVomO�zO0 z¢w�Km zU' �uFi¢zOw z w¢�tiN��LL¢mw>m Qd' Qo>jw'W4wa00tw7�`aOwV'pOOK'S �FO.a wUmah�ta-UFwiip�OFUC��OJ p.6W�y�¢{���[[� 0 F� . pF j^W�JZNW'>ONn>w>>Z<WO'f ZNV. ZIS-�Z ¢ v KF LL Q',, OZ WWal-2_WUZ� W`�j OO-ZhF--LL> >WW W a O FFamo<wooww9Doz'p¢cwim�+w���s`�zw0 — QO N z. -Z Noi �F �Oa �ormmmmom^¢W 1 6791 F7 2 w LL 'wI TCL 4iN O; Ln i� O W = ow a YZ Q U U a ¢a ¢LL > F mw O 7 Ox w Q Y g . o pF w5a N W K 5 Z O = O Y W U 6791 F7 2 w LL 8 3 CD F-1 'wI TCL 4iN O; Ln i� O 0 > Q U I11 a M F J N Q Y O . o N W K Z O = UZ' � Y W N Ow QUw�C w �> ¢ U U¢ �m¢�mc m0j U O WLLor. _�n jjw 0 m c7 <>O W OwzFUO UO O wz 7m0 w woz nW¢QOz wFz w W Q J J � W / W L�, 9 n3 w 5w z E mJ's W, NOs N 8 3 CD F-1 'wI TCL 4iN O; Ln i� O 0 > Q m I11 a M T } N Q Y O 00Y (n Nt 5 Z im O !z W Q Z ¢ Q O H U O 4 F 0 m U m HH, �yo�a R E� OR no co w LL w w �^ w Z 1�ry, a of g0w 1Ujry n� d' F :wi UO 0 OwpO m U�4 'D W LLa O�Q GENERATOR DETAILS 1 NOT TO SCALE • • 0 •Mobile m 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PLANS PREPARED BY: ppm P. MARSHALL & ASSOCIATES 6801 PORT LST DR, SUTTT3100 HOUSTON, TX 77024 mW rmlNtm: ovvnvrcnnw avw: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. RE)ASIONS: DESCRIPTION DATE BY ! REV REV. PRELIMINARY 08/19/2022�I MKL 8.... FINALS '',..09/06/2022' MKL 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 r PM&A PROJECT: 22_T2M-027 SHEET DESCRIPTIO 4. GENERATOR DETAILS SHEET NUMBER: A-7 SITE PLAN DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. PM&A HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET, CONTRACTOR SHALL FIELD VERIFY SITE PLAN & EQUIPMENT SHOWN AGAINST PRESENT FIELD CONDITIONS. IF I, PLANS DO NOT MATCH UP WITH SITE CONDITION AT TIME OF CONSTRUCTION, CONTACT T -MOBILE CM. (P) T -MOBILE 4'-0"X9'-0" CONCRETE GENERATOR PAD EI (E) T -MOBILE ICE BRIDGE _ (HATCH NOT SHOWN FOR CLARITY) IE) T -MOBILE H UTILITY FRAME*' (E) T -MOBILE LB3CABINET 'r ••• y i C t (E) T -MOBILE CAM LOK \ it r :• _ - r TO BE REMOVED 4 'r i--�4r st y yr r (E)T-MOBILE i tr H. t 4 SERVICE LIGHT ty r t 11. (E) T -MOBILE 1 t'• HPL3 CABINET A - (E) (E) T -MOBILE 200A PPC PANEL --' 1 --' 1 (EJ CHAIN-LINK FENCED COMPOUND 'r t (E) T -MOBILE ICE { r BRIDGE POST (TYP.) 1 \ 1 t (E)T-MOBILE�� TELCO CABINET 't y i •;�- t _-'" tt t. a 9 t t t _ rr t 4 y •y - '� r (E)T-MOBILES'-0"X10`-0" t (0 T -MOBILE EQUIPMENT PAD OVP (TYP.) iy /- (E) MULTI -TENANT ./( UTILITY FRAME (E) T -MOBILE CONDUIT FOR POWER TO BE RELOCATED X _ x - L., - y _ _-_ X (El T -MOBILE ICE BRIDGE (HATCH NOT SHOWN FOR CLARITY) (P) T -MOBILE 200A ATS, - MOUNTED TO EXISTING H -FRAME (E) T -MOBILE 200A PPC PANEL (E) T -MOBILE TELCO CABINET r C -° (E)T-MOBILE UTILITY METER x _- X -.._-_- - x (E) T -MOBILE L53 CABINET (E) T -MOBILE HPL3 CABINE (E) T -MOBILE OVP (TYP.) _e (E) T -MOBILE UTILITY FRAME (E) T -MOBILE SERVICE LIGHT (E) T -MOBILE ICE BRIDGE POST (TYP.) 1 `� -------- (E) T -MOBILE 8'-0"XI0'-0" EQUIPMENT PAD \ (E) CHAIN-LINK It� FENCED COMPOUND 4 \ t x 1y x (E) MULTI -TENANT UTILITY FRAME r --e — e 1 (E) T -MOBILE UTILITY METER 1 x - X x — - -- x - -- x --` CLEARANCE NOTE: MINIMUM GENERATOR CLEARANCE MUST BE PROVIDED IN ACCORDANCE WITH THE MOST STRINGENT GOVERNING ADOPTED BUILDING CODE AND/OR THE MANUFACTURER'S SPECIFICATIONS AND DETAILS, WHICHEVER CRITERIA IS GREATER. ACCESS NOTE: PROVIDE 3'-0" MINIMUM NEC AND OSHA ACCESS CLEARANCE FOR ALL GENERATOR ACCESS DOORS AND AC POWER PANELS (TYP.) CONDUIT NOTE: ALL BURIED CONDUIT SHALL BE PVC SCHEDULE 40, ALL EXPOSED CONDUIT AND ALL CONDUIT ROUTED ACROSS THE TOPS OF SLABS AND PLATFORMS SHALL BE SCH, 80 PVC ON 13/8" UNISTRUT OR EQUIVALENT. TRENCHING NOTE: THE CONTRACTOR SHALL HAND DIG ALL CONDUIT TRENCHES LOCATED WITHIN THE EXISTING FENCED COMPOUND. EXISTING ELECTRICAL SITE PLAN 1 1/2"=1'-O" (FULL SIZE) 00 �) C r (� (P) T -MOBILE GENERAC 48KW EXISTING T -MOBILE METER TO PROPOSED ATS. [20+/- LF] GENERATOR P/iTH 240 GALLON PROPOSED (1) 2" SON. 40 PVC CONDUIT FOR POWER ROUTED FROM 0 DIESEL FUEL TANK O PROPOSED 2" SCH. 40 PVC CONDUIT FOR BACKUP POWER FROM PROPOSED 200A ATS TO PROPOSED GENERATOR (TYP.) [15+/- LFI. PROPOSED 1"SCH. 40 PVC CONDUIT FOR REMOTE START WITH RELAY C -° (E)T-MOBILE UTILITY METER x _- X -.._-_- - x (E) T -MOBILE L53 CABINET (E) T -MOBILE HPL3 CABINE (E) T -MOBILE OVP (TYP.) _e (E) T -MOBILE UTILITY FRAME (E) T -MOBILE SERVICE LIGHT (E) T -MOBILE ICE BRIDGE POST (TYP.) 1 `� -------- (E) T -MOBILE 8'-0"XI0'-0" EQUIPMENT PAD \ (E) CHAIN-LINK It� FENCED COMPOUND 4 \ t x 1y x (E) MULTI -TENANT UTILITY FRAME r --e — e 1 (E) T -MOBILE UTILITY METER 1 x - X x — - -- x - -- x --` CLEARANCE NOTE: MINIMUM GENERATOR CLEARANCE MUST BE PROVIDED IN ACCORDANCE WITH THE MOST STRINGENT GOVERNING ADOPTED BUILDING CODE AND/OR THE MANUFACTURER'S SPECIFICATIONS AND DETAILS, WHICHEVER CRITERIA IS GREATER. ACCESS NOTE: PROVIDE 3'-0" MINIMUM NEC AND OSHA ACCESS CLEARANCE FOR ALL GENERATOR ACCESS DOORS AND AC POWER PANELS (TYP.) CONDUIT NOTE: ALL BURIED CONDUIT SHALL BE PVC SCHEDULE 40, ALL EXPOSED CONDUIT AND ALL CONDUIT ROUTED ACROSS THE TOPS OF SLABS AND PLATFORMS SHALL BE SCH, 80 PVC ON 13/8" UNISTRUT OR EQUIVALENT. TRENCHING NOTE: THE CONTRACTOR SHALL HAND DIG ALL CONDUIT TRENCHES LOCATED WITHIN THE EXISTING FENCED COMPOUND. EXISTING ELECTRICAL SITE PLAN 1 1/2"=1'-O" (FULL SIZE) 2' 1 0 2' 1/4"=1'-0" (11x17) ELECTRICAL KEY NOTES: oEXISTING (1) 2" SCH. 40 PVC CONDUIT FOR POWER REROUTED FROM EXISTING T -MOBILE METER TO PROPOSED ATS. [20+/- LF] PROPOSED (1) 2" SON. 40 PVC CONDUIT FOR POWER ROUTED FROM 0 PROPOSED ATS TO EXISTING PPC. [5+/- LF] PROPOSED 2" SCH. 40 PVC CONDUIT FOR BACKUP POWER FROM PROPOSED 200A ATS TO PROPOSED GENERATOR (TYP.) [15+/- LFI. PROPOSED 1"SCH. 40 PVC CONDUIT FOR REMOTE START WITH RELAY 04 �J FROM PROPOSED 200A ATS TO PROPOSED GENERATOR (15+/- LF]. C�/PROPOSED I"SCH. 40 PVC CONDUIT FOR HEATER BLOCK AND BATTERY CHARGER FROM EXISTING 200A PPC TO PROPOSED GENERATOR [10+/- LFI. / PROPOSED (1) I"SCH.40 PVC CONDUIT FOR FOR GENERATOR ALARM FROM T -MOBILE GENERATOR TO EXISTING HPL3 CABINET [15+/- LF]. GROUNDING KEY NOTES: ❑j PROPOSED #2 AWG BARETINNED SOLID COPPER WIRE: 2 -HOLE LUG CONNECTION FROM EQUIPMENTTO EXISTING GROUND RING. GROUND PER MANUFACTURER SPECIFICATIONS NOTES: i. ALL EQUIPMENT SHALL BE NEMA 3R RATED. 2. ALL EQUIPMENT SHALL BE LIGHTNING PROTECTED IN ACCORDANCE WITH TIA-222-G AND T -MOBILE WIRELESS STANDARDS. 3. CONDUCTOR SIZES AND DISTANCES HAVE BEEN SIZED FOR 3% MAX VOLTAGE DROP (TOTAL SYSTEM VOLTAGE DROP ON BOTH FEEDERS AND BRANCH CIRCUITS TO THE FARTHEST DEMAND SHALL NOT EXCEED 5%). 4. WIRE SIZING AND MAXIMUM DISTANCE FROM GENERATOR TO PPC ASSUMES POWER FACTOR OF 0.9. 5- BELOW GRADE CONDUIT SHALL BE SCHEDULE 40 PVC. ABOVE GRADE CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BELOW GRADE PVC CONDUIT SHALL TRANSITION TO GRC PRIOR TO RISING ABOVE GRADE. ALL BENDS SHALL HAVE A MINIMUM 24" RADIUS. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. VERIFY CONDUIT TYPE WITH LOCAL CONSTRUCTION MANAGER AND ADJUST IF NECESSARY. ALL CONDUIT SHALL MEET NEC, STATE, AND LOCAL CODE REQUIREMENTS AS REQUIRED. PROPOSED ELECTRICAL SITE PLAN 12 oioi000000i� r„oi iin 1/2"=I' -O” (FULL SIZE) 2' V 0 2'. 1/4-1'-0"(11x17) ■ ■ ■ ■M®bfle is 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PLANS PREPARED BY: P. MARSHALL & ASSOCIATES 6801 POR'PWLT,ST DR., SUITE 100 TIOUSTON,'I'X 77024 MLA VAKINLM - ENGINEERING SEAL: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T-MOSILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. � RCYIJNIYJ. DESCRIPTION DATE BY REV REV PRELIMINARY 08/19/20221 MKL B FINALS .09/06/2022} MKL. 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 F PM&A PROJECT: 22_T2M-027 SHEET DESCRIPTION: ELECTRICAL SITE PLAN SHEEP NUMBER: G-1 MITY' POWER SOURCE SERVICE DISCONNECT/ 343/0 AWG #6 AWG EG 2 CONDUIT TO BE REROUTED M rI UTILITY METER 120/')40 VAC 200A UN TO — - 'ND RING (E) T -MOBILE GEN CAM �CAM� ' LOK TO BE REMOVED LOK TO UTILITY PO,! , SOURCE: ,cRVICE L:Sc CNNECT/ rE,<:U BREAKER EXISTING REROUTED 343/0 AWG + #6 AWG EG IN 2' CONDUIT PROPOSED 200A ATS 120/24OV, 1 PH, 3W, NEMA3R PROPOSED (3) 3/0AWG +- #6 AWG EG IN 2' CONDUIT M ) UTUTY METER 120/240 VAC ti '200A 200A60)200A 0 I � j q L (E) T -MOBILE GENERATOR 200A A200AT u CONDUITS TO BE REMOVED E '--REMOVE (E) 200A E N V Lk GENERATOR BREAKER u, i �2'ODA, 120/24OV, _ REMOVE (E) MECHANICAL NEMA SO, PPC r!STINtl KjOA, 1201240V. — 200A MTS i INTERLOCK � - k,.N1r 3R, PPC — EXISTING ELECTRICAL ONE LINE DIAGRAM NOT TO SCALE NOTE: THE GENERATOR USED IN CONJUNCTION WITH A 2 -POLE ATS WITH A SOLID NEUTRAL IS NOT A SEPARATELY DERIVED SYSTEM. AS SUCH, DO NOT BOND THE NEUTRAL TO GROUND AT THE GENERATOR T>TD T ? T -MOBILE 48KW 120/24OV, DIESEL C3 GUA0 RING GENERATOR WITH 2O0A MAIN FUSED BREAKER &'SHUNT TRIP BREAKER. GENERATOR IS IN A NEMA 3R ENCLOSURE. SUPPLIED 343/0 AWG EPO WITH 150OW 120V BLOCK HEATER. 6 AWG EG WITC T CONDUIT 200A (185 LF MAX) 48KW GEN 1" CONDUIT FOR GEN REMOTE START TO ATS RELAY 1" CONDUIT FOR GEN ALARM TO CABINET ALARM BLOCK 4-#12 AWG,1-#12 AWG EG, 1" CONDUIT (FOR GEN HEATER & BATT. CHARGER) PROPOSED (2) 20A/IP BREAKERS 7 i PROPOSED ELECTRICAL ONE LINE DIAGRAM NOT TO SCALE N ....Mobile 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PLANS PREPARED BY: Yuact P. MARSHALL & ASSOCIATES 6801 PORTWP.ST HOUSTON, DR., SUITE 100 T% 77024 u.vn¢mmv arra THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTIONDATE BY : REV REV. PRELIMINARY 08/19/2022 MKL 8 FINALS 09/06/2022 MKL 1 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 r PM&A PROJECT., 22_T2M-027 SHEET DESCRIPTION: ELECTRICAL ONE LINE DIAGRAM SHEET NUMBER: G-2 H -FRAME AUTOMATIC TRANSFER SWITCH MOUNTED ON PROPOSED H -FRAME .ATS #2 AWG SOLID TINNEDI PROPOSE COPPER WIRE IN 1" PVC CONDUIT ABOVE GRADE TO I GROUND ROD Tf I �! \ \, #2 AWG SOLID TINNED COPPER WIRE CADWELD CONNECTION TO POST 1N 3/4" NON-METALLIC yj \ FLEXIBLE CONDUIT EXISTING GROUND RING C ,A %i C 0 ATS H -FRAME GROUNDING DETAIL 1 1 NOT TO SCALE ALL METAL CONDUIT INSTALLED IN DIRECT CONTACT WITH THE EARTH SHALL BE CONSIDERED TO BE INSTALLED IN A SEVERELY CORROSIVE ENVIRONMENT AND IS REQUIRED TO HAVE SUPPLEMENTAL PROTECTION AGAINST CORROSION (NEC ARTICLE 342.10(8) & 344.10(8)(1)). THIS PROTECTION SHALL EITHER BE AN APPROVED MANUFACTURER INSTALLED PROTECTIVE COATING ON IHE CONDUIT OR SHALL BE (2) LAYERS OF 10 MIL PVC PIPE WRAP TAPE INSTALLED USING OPPOSING SPIRAL WRAPS. ON VERTICAL PIPE THE OUTSIDE LAYER OF TAPE SHALL BE WRAPPED 50 AS TO PROVIDE SHEDDING OF WATER (i.e. TAPE SHOULD WRAP IN AN UPWARD DIRECTION WITH LOWER WRAP BEING BENEATH THE WRAP ABOVE). SPIRAL WRAPS SHALL HAVE A MINIMUM OF 1/4" OVERLAP WITH THE PRECEDING TAPE WRAP. ANY OTHER METHODS OF CORROSION PROTECTION SHALL REQUIRE APPROVAL BY THE ENGINEER OF RECORD PRIOR TO BEING USED. ' fEMT CONDUIT (CONTRACTOR'S OPTION TO USE IMC OR RMC WITHOUT A CONNECTOR IN LIEU OF THE EMT) /// COMPRESSION CONNECTOR PVC TAPE WRAP � RIGID THREADED CONDUIT COUPLING PVC MALE ADAPTER RMC ELBOW RIGID THREADED CONDUIT COUPLING PVC CONDUIT CONDUIT wSTUB UP DETAIL 4 NOT TO SCALE NOTES: 1. CONNECTION SHALL BE COVERED BY NO LESS THAN 2" OF CONCRETE. 2. ATTEMPT TO MAKE CONNECTION TO A 6-0" RUN OF REBAR OR GREATER. 3. APPLY HEAT SHRINK OR ELECTRICAL TAPE AROUND THE CONDUCTOR TO AVOID CORROSION. T/FINISH GRADE ~ I 0 z PROPOSED FOUNDATION REBAR z o o EXOTHERMIC WELD w PROPOSED UL -APPROVED 2 -BOLT PARALLEL CONNECTOR - (OR OTHER APPROVED CONNECTION I — I— EQUIPMENT PAD IPZl7A1p�G771Re7 CONCRETE PAD GROUND DETAIL 2 NOT TO SCALE GROUND BAR 8" PVC PLUG ,,— 8" PVC PLUG CPLG. (THRD.) SUBGRADE #2 SOLID (TEST LOOP( — NOTCH SIDES OF 8" PVC SCH 40 PIPE TO ALLOW FXIT/ENTRANCE OF GROUND RING WIRE I TRENCH BOTTOM 2/0 TINNED CU EXTERNAL CADWELD TEST LOOP TO TOWER GROUND RING WIRE GROUND RING WIRE NOTES: 5/8 Ox 10'-0' LONG COPPER CLAD GROUND ROD 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOTTO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6' BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) GRADE INSPECTION WELL DETAIL 3 NOT TO SCALE _ STAINLESS STEEL m FLAT WASHER O (TYPI STAINLESS STEEL I - z BELLVILLE WASHER �'L 0 - z STAINLESS STEEL NUT o - (TYP) (TYP) o EXOTHERMIC WELD SINGLE CONNECTOR AT GROUND BARS ti STAINLESS STEEL BOLT STAINLESS STEEL FLAT WASHER DRAGON TOOTH WASHER (TYP) STEEL 2-HOLECRIMP/ T - COMPRESSION `: STAINLESS STEEL CONNECTOR FLAT WASHER L._i ITYP) STAINLESS STEEL STAINLESS STEEL NUT BELLVILLE WASHER (TYP) (TYP) SINGLE CONNECTOR AT STEEL OBJECTS STAINLESS STEEL SELF -DRILLING METAL SCREW (TYP) 2 -HOLE CRIMP/ COMPRESSION CONNECTOR STAINLESS STEEL FLAT WASHER (TYP) DRAGON TOOTH —J METALLIC OBJECT WASHER (TYP) SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS HARDWARE DETAIL FOR EXTERIOR CONNECTIONSTM NOT TO SCALE 5 6' WIDE METALLIC HEEL WARNING/LOCATOR TAPE AT 12" DEPTH STAINLESS STEEL BOLT GROUND RING #2 COPPER WIRE SOLID, (TYPI TINNED FOR CARRIER AND ICE BRIDGE STAINLESS STEEL GROUNDLOOP FLAT WASHER 2 -HOLE CRIMP/ COMPRESSION (TYP) CONNECTOR � .. GROUND BAR 8" PVC PLUG ,,— 8" PVC PLUG CPLG. (THRD.) SUBGRADE #2 SOLID (TEST LOOP( — NOTCH SIDES OF 8" PVC SCH 40 PIPE TO ALLOW FXIT/ENTRANCE OF GROUND RING WIRE I TRENCH BOTTOM 2/0 TINNED CU EXTERNAL CADWELD TEST LOOP TO TOWER GROUND RING WIRE GROUND RING WIRE NOTES: 5/8 Ox 10'-0' LONG COPPER CLAD GROUND ROD 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOTTO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6' BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) GRADE INSPECTION WELL DETAIL 3 NOT TO SCALE _ STAINLESS STEEL m FLAT WASHER O (TYPI STAINLESS STEEL I - z BELLVILLE WASHER �'L 0 - z STAINLESS STEEL NUT o - (TYP) (TYP) o EXOTHERMIC WELD SINGLE CONNECTOR AT GROUND BARS ti STAINLESS STEEL BOLT STAINLESS STEEL FLAT WASHER DRAGON TOOTH WASHER (TYP) STEEL 2-HOLECRIMP/ T - COMPRESSION `: STAINLESS STEEL CONNECTOR FLAT WASHER L._i ITYP) STAINLESS STEEL STAINLESS STEEL NUT BELLVILLE WASHER (TYP) (TYP) SINGLE CONNECTOR AT STEEL OBJECTS STAINLESS STEEL SELF -DRILLING METAL SCREW (TYP) 2 -HOLE CRIMP/ COMPRESSION CONNECTOR STAINLESS STEEL FLAT WASHER (TYP) DRAGON TOOTH —J METALLIC OBJECT WASHER (TYP) SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS HARDWARE DETAIL FOR EXTERIOR CONNECTIONSTM NOT TO SCALE 5 6' WIDE METALLIC HEEL WARNING/LOCATOR TAPE AT 12" DEPTH GROUND ROD COPPER CLAD STEEL ROD W/MIN. 5/8 0 x 10'-0" LONG NOTES: I. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) GROUND ROD DETAIL 1 6 --------------1 NOT TO SCALE • • •M®bilem 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PLANS PREPARED BY.pl <e P. MARSHALL & ASSOCIATES 6801 PORTWES'1' DR., SL}TTU, 100 HOUSTON, TX 77024 C.WlGLMNV aL L: THESE' DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REV PRELIMINARY 108/19/2022; MKL B.... FINALS (09/06/2022) MKL 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 PM&A PROJECT: 1 22_T2M-027 SHEET DESCRIPTION: ELECTRICAL DETAILS SHEET NUMBER: G-3 GROUND RING #2 COPPER WIRE SOLID, TINNED FOR CARRIER AND ICE BRIDGE GROUNDLOOP GROUND RING 2/0 FOR TOWER GROUND LOOP GROUND ROD COPPER CLAD STEEL ROD W/MIN. 5/8 0 x 10'-0" LONG NOTES: I. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) GROUND ROD DETAIL 1 6 --------------1 NOT TO SCALE • • •M®bilem 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PLANS PREPARED BY.pl <e P. MARSHALL & ASSOCIATES 6801 PORTWES'1' DR., SL}TTU, 100 HOUSTON, TX 77024 C.WlGLMNV aL L: THESE' DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T -MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T -MOBILE. REVISIONS: DESCRIPTION DATE BY REV REV PRELIMINARY 108/19/2022; MKL B.... FINALS (09/06/2022) MKL 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 2037 LAURA ST. SPRINGFIELD, OR 97477 PM&A PROJECT: 1 22_T2M-027 SHEET DESCRIPTION: ELECTRICAL DETAILS SHEET NUMBER: G-3 NOTE: ALL TRENCHING REQUIRED WITHIN COMPOUND SHALL BE PERFORMED BY HAND -DIGGING ONLY. TYPE HS TYPE 2-YA-2 I TYPE VV TYPE VN TYPE VS w TYPE XA TYPE YA-2 TYPE GY TYPE NC TYPE SS TYPE OR Fly TYPE VB TYPE PT TYPE OF WIRE SIZE BURNDYLUG BOLT SIZE #6 AWG GREEN INSULATED YA6C-2TC38 3/8"- 16 NO S 2 BOLT #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT E #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NO S 2 BOLT #2/0 AWG STRANDED I YA26-2TC38 3/8"- 16 NO S 2 BOLT NOTE: 1. ERICO EXOTHERMIC "MOLD TYPES' SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. CADWELD GROUNDING CONNECTIONS NOT TO SCALE PROPOSED #2 SOLID ,(E) WALL/CEILING/PAVEMENT I TINNED COPPER WIRE Ir/ I PROPOSED 1 ( SILICONE 1 VERTICAL UNISTRUT P1000WT-HG. REQUIREL BASED ON QUANTITY OF CONDUIT TO BE MOUNTED. LIQUID TIGHT FLEXIBLE INSTALL AT 6-0" O.C. MAX W/ FASTENER AT EACH END. LLIC CONDUIT I NOTE: CONTRACTOR TO USE CLEAR OR GRAY SILICONE AS NECESSARY TO SEAL LIQUID TIGHT FLEXIBLE NON-METALLIC CONDUIT. GROUND WIRE WEATHERPROOFING I NOT TO SCALE 3/8-1 lx]" TAMPER L9 RESISTANT BOLT (TYP) / INSULATORS SEE NOTE 2. [TYP) E2 I WALL BRACKET (TYP) �® ® UNIVERSAL COPPER ® GROUND BAR (4"x20") LOCK WASHER P/N M10 (TYP) TWO -HOLE COMPRESSION LUG NOTES: 1. DOWN LEAD (HOME RUNI CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY OAS -STD -10091. NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. GROUND BAR DETAIL NOT TO SCALE 3 0 (TYP) 'PAVEMENT (TYP) PIPE CLAMP VERTICAL UNISTRUT PIOOOWTHG. REQUIRED LENGTH BASED ON QUANTITY OF CONDUIT TO BE MOUNTED. INSTALL AT 5-a' O.C. MAX W/ FASTENER AT EACH END. CONDUIT WALL CONNECTION DETAIL _ NOT- TO SCALE FINISHED GRADE > COMPACTED OI BACKFILL ���mI.TK�16a:Tr. 1 1 SOIL RESTORE SURFACE TO MATCH ORIGINAL CONDITIONS (TYP) v #4/0 AWG STRANDED YA28-2N BURNDY GROUND LUG W/ LONG BARREL (SEE CHART) NUT [TYP) � LOCK WASHER (TYP) 1/2"-16 NOS2 BOLT HEAT SHRINK (CLEAR) /—GROUNDING f CONDUCTOR /�� GROUNDBAR —' BOLT /71 (SEE CHART) (TYP) BURNDY TWO HOLE LUG W/ LONG BARREL J(SEE CHART) 1 BARE WIRE TO BE NO -OX AT BOTH ENDS STRANDED (GREEN INSULATED) ONLY FOR #6 AWG (SEE CHART) NOTES: 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. MECHANICAL.. _ �n.x_.,......,.. LUG CONNECTION 2 NOT TO SCALE NOTE: MINIMUM OF S/S NUT 3 THREADS TO BE (fYPI VISIBLE (TYP) j S/S SPLIT WASHER 2 HOLE LONG (TYP) REL TINNED SOLID COPPER -�-m- LUG S/S FLAT I (TYP) 4 WASHER I E. :_:_.i...__. (TYP) 6" UTILITY WARNING TAPE, BURIED 12" BELOW GRADE UNDERGROUND CONDUITS, SEE rL T t PLANS FOR QUANTITY T - SAND 6 -- 4" TYP, TO BE VERIFIED WITH LOCAL UTILITY COMPANY NOTES: 1. PROVIDE PVC CONDUIT BELOW GRADE EXCEPT AS. NOTED. 2. PROVIDE RGS. CONDUIT & ELBOWS AT STUB UP LOCATIONS (ie POLES, EQUIPMENT, etc) 3. PROVIDE RGS CONDUIT BELOW PARKING LOTS & ROADWAYS. TYPICAL CONDUIT TRENCH DETAIL mm NOT TO SCALE TIN COATED SOLID COPPER BUS BAR S/S FLAT WASHER CHERRY INSULATOR (TYP) INSTALLED IF REQUIRED -- S/S BOLT (TYP) #2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. CADWELD (TYR) TIE INTO EXISTING GROUND RING 'E LUG DETAIL NOT TO SCALE 5! 7 TRANSITIONING GROUND _DETAIL 8 NOTW TO SCALE PLANS PREPARED FOR: • • a mMobldeim 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 N CX pi P. MARSHALL & ASSOCIATES 6801 PORTWES'1' DR., SUIT1100 HOUSTON, TX 77021 7m' mvv rnnincn. w ENGINEERING SEAL DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF T—MOBILE AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF T—MOBILE. REVISIONS: DESCRIPTION DATE BY REV REV. PRELIMINARY 06/19/2022 MKL B FINALS 09/06/2022 f MKL� 0 SITE NAME: SPRINGFIELD CENTRAL SITE NUMBER: P004028A SITE ADDRESS: 202 LAURA ST. SPRINGFIELD, OR 97477 rPM&A PROJECT: 22_T2M_027 SHEET DESCRIPTION: ELECTRICAL DETAILS SHEET NUMBER: G-4