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APPROVED BLD RESUB3 BLD2022-0769+Site_Plan+10.19.2022_9.07.53_PM+3175027ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES PLANS MUST BE ON JOB SITE . The following documentation shall be available on ' site for the building inspector: I COE APPROVED ARCHITECTURAL PLAN SET ' ■ ; COE APPROVED STRUCTURAL PLAN SET ® COE REVIEWED CALCULATION PACKET ENERGY CREDIT WORKSHEET '. ❑ SITE PLAN CIVIL PLAN i ■ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ; • SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 ----------------------------------------------------------------------------------i ;Generator to be located in accordance with manufactures specifications. Generator to be UL2200 compliant. Contractor to provide installation specifications on site at the time of inspection which identifies placement to adjacent ;structures and openings. ---------------------------------------------------------------------------------' SEE ATTACHED STRUCTURAL CALCS FOR FOOTING DESIGNS HARDENING INSTALLATION DRAWINGS II SITE INFORMATION II SITE NUMBER: SITE NAME: SITE ADDRESS: ZONING DISTRICT: TAX MAP: JURISDICTION: SITE COORDINATES: GROUND ELEVATION: SIZE OF LEASE AREA: TENANT: TOWER OWNER'S NAME: TOWER OWNER'S ADDRESS SE01705E N FIRDALE VILLAGE/ DENTAL 10014 238TH STREET SW EDMONDS, WA 98020 U/S2 00615800000100 CITY OF EDMONDS N 47° 46' 59.25" (NAD 83) W 122° 22' 01.14" (NAD 83) 356'± (NAVD 88) 13'-6"W x 14'-8"L T-MOBILE 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 CROWN CASTLE USA INC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE FOLLOWING MODIFICATIONS TO AN EXISTING T-MOBILE WIRELESS UNMANNED TELECOMMUNICATIONS FACILITY: 1. INSTALL (1) 48kW DIESEL GENERATOR WITH 240 GALLON BELLY TANK ON PROPOSED 4'-0"x9'-0" CONCRETE PAD 2. INSTALL (1) 200A AUTOMATIC TRANSFER SWITCH ON EXISTING BACKBOARD 3. INSTALL SITE SIGNAGE 4. INSTALL BRANCH CIRCUITS TO GENERATOR 10014 238TH STREET SW APPROVED BY PLANNING Nov 07 2022 EDMONDS, WA 98020 II CONTACT INFORMATION 11 SITE ACQUISITION: SAM BUTLER SYNERGY, A DIVISION OF ADVANTAGE ENGINEERS 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 (425) 686-4265 PROJECT MANAGER: ANGIE FAULDS SYNERGY, A DIVISION OF ADVANTAGE ENGINEERS 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 (206) 571-1258 T-MOBILE CONTACT: ALLAN BATUSAN 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 A&E: TRISTRAM HOKENSON, P.E. SYNERGY, A DIVISION OF ADVANTAGE ENGINEERS 140 GRAVES TRAIL, UNIT B BOZEMAN, MONTANA 59718 (443) 367-0003 CODE ANALYSIS 1. 2018 INTERNATIONAL BUILDING CODE 2. 2020 NATIONAL ELECTRICAL CODE 3. 2018 WASHINGTON STATE ENERGY CODES 4. ANSI / TIA-222-H-2017 5. ASCE 7-16 6. ACI 318-14 7. STEEL CONSTRUCTION MANUAL, 15TH EDITION 8. LOCAL BUILDING CODES 9. CITY / COUNTY ORDINANCES II PROJECT INFORMATION 11 • PROPOSED IMPERVIOUS AREA: 0 S.F. • PARKING REQUIREMENTS ARE UNCHANGED • TRAFFIC IS UNAFFECTED • SIGNAGE IS UNAFFECTED 235th PI SW =r 3 - N V 236th St S%' Broadview Community o United Church 9 V^I rk I < 3 r A .a 1 ro�p S� -C ® o` o Seismic Foundation a CL Control CL 007 D 238ch St sw9 SIT E h Meineke Car Care Center Q � IS* Woodwa , p p J a N 2401h St SW n � 2401h PI SW 240th Pl SW O � 0- O � lz Apple -seed School, Inc PI SW AREA MAP EDMONDS, WA 98020 DIRECTIONS FROM 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011: HEAD SOUTH ON N CREEK PKWY TOWARD NORTH CREEK TRAIL USE THE RIGHT LANE TO TURN RIGHT ONTO NE 195TH ST TURN RIGHT TO MERGE WITH 1-405 N TOWARD EVERETT MERGE WITH 1-405 N TAKE THE EXIT ONTO 1-5 S TAKE EXIT 177 TOWARD WA-104 W/NE 205TH ST/LAKE BALLINGER WAY KEEP RIGHT AT THE Y JUNCTION, FOLLOW SIGNS FOR WA-104 W/EDMONDS/KINGSTON FERRY AND MERGE WITH WA-104 W/NE 205TH ST/LAKE BALLINGER WAY MERGE WITH WA-104 W/NE 205TH ST/LAKE BALLINGER WAY CONTINUE ONTO FIRDALE AVE TURN LEFT ONTO 238TH ST SW DESTINATION WILL BE ON THE LEFT. Approved by Fire 10/27/2022 AFM l,_/FGtterer City Of Edmonds Building Department ------------------------- Work GENERATOR ---------------------- --- -- ---- - - ---- ----- Address:: 10014 238TH ST SW Owner ------------------------------- T-MOBILE Approved Date 10/31 /2022 Building Official --------------------------------------- Erie C% Permit Number BLD2022-0769 SHEET INDEX DRAWING SHEET DRAWING TITLE T-1 TITLE SHEET N-1 DRAWING NOTES N-2 DRAWING NOTES N-3 ELECTRICAL NOTES S-1 COMPOUND PLAN S-2 SOUTH ELEVATION A-1 PROPOSED & EXISTING EQUIPMENT LAYOUT D-1 GENERATOR DETAIL D-2 240 GALLON BELLY TANK DETAIL D-3 ATS DETAIL D-4 DETAILS G-1 GROUNDING DIAGRAM & NOTES G-2 GROUNDING DETAILS E-1 ONE LINE DIAGRAM E-2 PANEL SCHEDULE - NOISE REPORT FOR PROPOSED GENERATOR (APPENDED) DO NOT SCALE DRAWINGS CONTRACTOR IS TO VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS RELATING TO THIS PROJECT. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IF THERE ARE ANY DISCREPANCIES PRIOR TO CONSTRUCTION. T-MOBILE REVIEW PROJECT MANAGER DATE: CONSTRUCTION DATE: Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 !§ Synergy a division of advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 SAC:SAM BUTLER T-MOBILE: ALLAN BATUSAN ABE: TRISTRAM HOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: TITLE SHEET DRAWING SHEET: T=1 SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 1 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES ®® s DEPARTMENT HOk - - AS o �rr 2 -o sTO G� - s/ONA1.�-a- TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 CONCRETE 1. ALL POURED —IN —PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. UNLESS OTHERWISE NOTED, CEMENT TO BE TYPE-8 FROM TESTED STOCK PER ASTM C-150. 2. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE. 3. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS OR OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 4. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE. MASONRY GENERAL: HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, MEDIUM WEIGHT, GRADE S, rM = 2,000 PSI, RUNNING BOND, MORTAR TYPE S. 2,000 PSI. GROUT 2,000 PSI. MECHANICALLY VIBRATE GROUT IMMEDIATELY AFTER POURING AND AGAIN 5 TO 10 MINUTES LATER. PROVIDE CLEANOUTS IF GROUT LIFT EXCEEDS 5'-0" IN BLOCK WALLS. MAXIMUM GROUT LIFT SHALL BE 6'-0". WHEN APPROVED BY THE STRUCTURAL ENGINEER AND BUILDING OFFICIAL, GROUT LIFTS MAY BE GREATER THAN 6'-0" IF IT CAN BE DEMONSTRATED BY CONTRACTOR THAT THE GROUT SPACES CAN BE PROPERLY FILLED. FILL CELLS SOLIDLY WITH GROUT IN LIFTS AND STOP POURS 1 1 /2" BELOW THE TOP OF A COURSE TO FORM A KEY AT POUR POINTS. UNLESS NOTED OTHERWISE ON THE PLANS, PLACE CONTROL JOINTS IN MASONRY WALLS SUCH THAT NO STRAIGHT RUNS OF WALL EXCEEDS 24'-0". CONTROL JOINTS SHALL NOT OCCUR AT WALL CORNERS, INTERSECTIONS, ENDS, WITHIN 24" OF CONCENTRATED POINTS OF BEARING OR JAMBS, OR OVER OPENINGS UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID. VERTICAL REINFORCING: 1 #5 IN CENTER OF GROUT AT CENTER OF WALL, CONTINUOUS FULL HEIGHT OF WALL AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, EACH SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXCEED 48" O.C. UNLESS NOTED OTHERWISE. TIE AT 8'-0" VERTICALLY, WITH SINGLE WIRE LOOP TIE BY A.A. WIRE PRODUCTS COMPANY. DOWEL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH VERTICAL REINFORCING. HORIZONTAL REINFORCING: 2 #5 IN MINIMUM 8" DEEP GROUTED CONTINUOUS BOND BEAM AT ELEVATED FRAMING ASSEMBLIES. 1 #5 IN MINIMUM 8" DEEP GROUTED CONTINUOUS BOND BEAM AT TOP OF PARAPETS AND FREESTANDING WALLS. PLACE THESE BARS CONTINUOUS THRU CONTROL JOINTS PER TYPICAL DETAIL. TO MAINTAIN BOND BEAM CONTINUITY, INSTALL BENT BARS PER TYPICAL DETAILS TO MATCH HORIZONTAL BOND BEAM REINFORCING AT CORNERS AND INTERSECTIONS. STANDARD WEIGHT (NO. 9 GAGE WIRE) DUR-O-WAL OR DUR-O-WIRE (OR EQUIVALENT) LADDER TYPE JOINT REINFORCEMENT AT 16" O.C. LAP SPLICES: LAP SPLICES FOR VERTICAL AND HORIZONTAL REINFORCING SHALL BE PER TYPICAL DETAIL. DO NOT SPLICE WITHIN 8'-0" OF CONTROL JOINTS. LAP HORIZONTAL LADDER TYPE JOINT REINFORCING 12" MINIMUM. FOR ADDITIONAL REINFORCING INFORMATION, SEE REINFORCING SECTION OF G.S.N., PLANS, SCHEDULES AND DETAILS. REINFORCING STEEL CLASS B TENSION SPLICE LENGTHS COMP BARS CONIC PSI f'c = 3,000 PSI f'c = 4,000 PSI f'c = 5,000 PSI f c = < 3,000 BAR ,L.00ATIO SIZE (METRIC) REGULAR TOP REGULAR TOP REGULAR TOP STD LAP ENCLOSED W/ SPIRAL TIES #3 (10) 24" 31 " 19" 24" 17" 22" 12" 12" #4 (13) 32" 41" 25" 32" 22" 29" 15" 12" #5 (16) 39" 51 " 31 " 40" 28" 36" 19" 14" #6 (19) 47" 61" 37" 48" 33" 43" 23" 17" #7 (22) 69" 89" 54" 70" 49" 63" 26" 20" #8 (25) 78" 102" 62" 80" 55" 72" 30" 23" #9 (29) 88" 115" 70" 91" 63" 81" 34" 25" #10 (32) 99" 1 129" 79" 102" 70" 91" 84" 28" # 11 (36) 110" 143" 87" 113" L 78" L101w 42 31 " NOTES: 1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. 2. LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES PER LATEST EDITION OF ACI 318 UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS OR SCHEDULES. 3. CONTACT STRUCTURAL ENGINEER IF CLEAR SPACING OF REINFORCEMENT IS LESS THAN OR EQUAL TO 2 BAR DIAMETERS (K2DB), OR IF CLEAR COVER IS LESS THAN THE BAR DIAMETER (DB). 4. THIS TABLE IS BASED ON NORMAL WEIGHT CONCRETE. 5. FOR ADDITIONAL INFORMATION, SEE G.S.N., PLANS, SCHEDULES AND DETAILS. LAP SCHEDULE FOR REINFORCING STEEL1 H.T.S. REBAR SIZE (METRIC) REBAR GRADE MASONRY LAP SPLICE LENGTH STEEL AT CENTER OF WALL STEEL AT FACE OF WALL (& BOND BEAMS) 6" WALL 8" WALL 2" WALL 8" WALL 12" WALL #3 (10) 60 17" 17" 17" 21 " 21 " #4 (13) 60 26" 26" 26" 32" 32" #5 (16) 60 40" 32" 32" 50" 50" #6 (19) 60 N/A 58" 58" 100" 100" #7 (22) 60 N/A 80" 80" N/A 135" #8 (25)1 60 N/A N/A 1 115" N/A 189" /— 'iAmm 0 s NOTES: 1. LAPS APPLY TO BOTH VERTICAL AND HORIZONTAL REINFORCING. 2. PROVIDE BENT BARS TO MATCH HORIZONTAL BOND BEAM REINFORCING, AT CORNERS AND WALL INTERSECTION TO MAINTAIN BOND BEAM CONTINUITY. 3. DO NOT SPLICE HORIZONTAL BARS WITHIN 8'-0" OF CONTROL JOINTS. 4. FOR LADDER TYPE HORIZONTAL REINFORCING, SEE G.S.N. 5. LAP LENGTHS HAVE BEEN CALCULATED FOR BOTH WORKING STRESS AND ULTIMATE STRENGTH DESIGN. WORST CASE VALUES HAVE BEEN USED. WORKING STRESS OR ULTIMATE STRENGTH MASONRY LAP SPICES FOR REINFORCING STEEL — I.B.C. LAP SPLICES FOR REINFORCING STEEL ,r 2 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 NOTES: U.N.O. 2. BARS SHALL BE CLEAN OF MUD, OIL, OR OTHER COATINGS LIKELY TO 1. PROVIDE ANCHORS, ANCHOR BOLTS AND IMPAIR BONDING. EXPANSION BOLTS PER THIS SCHEDULE 3. ALL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO PLACING UNLESS NOTED ON PLANS OR DETAILS. CONCRETE OR GROUTING MASONRY. ALL REINFORCING SHALL BE 2. EXPANSION OR ADHESIVE BOLTS USED IN CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION MASONRY SHALL HAVE I.C.B.O. APPROVAL IN REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/CORROSION MASONRY. BY USE OF A PLASTIC OR CONCRETE CHAIR. DUCT -TAPE IS NOT AN 3. AT "ANCHORS" USE 3/16" FILLET WELD ACCEPTABLE MOISTURE/CORROSION PROTECTION. 4. REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. 4. THICKNESS OF DRY PACK DOES NOT APPLY SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY THE TOWARDS EMBEDMENT. STRUCTURAL ENGINEER. ALL VERTICAL WALL REINFORCEMENT SHALL 5. BOLT/PLATE EDGE CLEARANCES PER THE BE CONTINUOUS BETWEEN SPLICE LOCATIONS SHOWN IN THE FOLLOWING - TYP U.N.O. DRAWINGS. 3/4" DIA. OR LESS ----- 1-1/4" 5. ALL GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. 7/8" DIA.----------- 1 1 /2" 6. CLEAR CONCRETE COVERAGE IS AS FOLLOWS: " 1 " DIA.------------- 1 3/4" CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 1 1 /8" DIA.---------- 2" EXPOSED TO EARTH OR WEATHER 1 1 /4" DIA.---------- 2 1 /4" #6 OR LARGER 2" #5 AND SMALLER 1-1/2* OVER 1 1 /4" DIA. ------ 1.750IA. COLUMNS (TO TIES) 1-1/2" BEAMS (TO STIRRUPS) 1-1/2" FLAT SLABS 3/4" WALLS SEE SCHEDULE AND OR DETAILS ALL OTHER PER LATEST EDITION OF ACI 318 FACE OF WALL, TOP OF WALL, COLUMN, ETC. VERTICAL BOLT BOLT DIAMETER EMBEDMENT LENGTH HORIZONTAL BOLT EMBEDMENT LENGTH 4" 4" HEADED STUD FILLET WELD SIZE, "S" 1 /4" 5/16" 1 /2" 6" 5/8" 6" 3/4" 7" 5" 5/16" 7/8" 8" 6" 5/16" 1 " 9" 7" 3/8" 1-1 /8" 10" 8" - 1-1 /4" 11" 9" - PLATE, ANGLE CHANNEL ETC. PLATE, ANGLE CHANNEL, ETC. FLI 2" MIN. InSTANDARD c m HOOK OR uJ m BOLT M "V m m HEAD —TYPICAL ANCHOR BOLT ANCHOR SATM F1 55� � K 36 SATM F1 55� FR 36 EXPANSION BOLT (ADHESIVE BOLT SIMILAR) Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 Synergy a division of advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 SAC: SAM BUTLER T-MOBILE: ALLAN BATUSAN A&E: TRISTRAM HOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SIP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: DRAWING NOTES DRAWING SHEET: NMI SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 2 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ANCHOR / BOLT SCHEDULE 3 N.T.S. TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 GENERAL NOTES 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE, AND KEEP ON SITE WHENEVER ANY PERSONNEL ARE ON SITE. 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR LANDLORD. 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN 10 WORKING DAYS OF PROJECT COMPLETION. 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTI9LITIES WHETHER SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. 18. ALL ELEMENTS OF EXISTING STRUCTURE TO REMAIN UNDISTURBED, UNLESS NOTED OTHERWISE. EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION, FREE OF DAMAGE OR DETERIORATION. CONTRACTOR TO VERIFY ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION AND NOTIFY ENGINEER OF RECORD IF ANY DAMAGE, DETERIORATION OR DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND. SPECIAL INSPECTION 1. SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTOR TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS. mi, NzP-1 l me, 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERSION WIRELESS AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF T-MOBILE OR THE ARCHITECT/ENGINEER. 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK I.E., DRYWALL, PLYWOOD, CEILING S. ETC. SHALL BE REPLACED TO MATCH EXISTING. 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. D. COMPLY WITH ALL JURISDICTIONAL SPECIAL INSPECTION REQUIREMENTS. 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A123-A123M-02 UNLESS NOTED OTHERWISE. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE B OR A501, GRADE B. 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 14TH EDITION. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A325 BOLTS (5/8" DIA. UNO) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY -HEX NUTS AND STANDARD CUT WASHERS. 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA GALVANIZED ASTM A325 BOLTS U.N.O. 6. ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B. 7. ALL OTHER STRUCTURAL STEEL IS TO BE NEW AND TO CONFORM TO ASTM A572-50, U.N.O. z •am 1. SPECIAL INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CODE FOR THE FOLLOWING ITEMS: A. PERIODIC FOR THE INSTALLATION OF HILTI TZ2 POST -INSTALLED EXPANSION ANCHORS IN CONCRETE. INSPECT INSTALLATION PER ICC ESR-4266 AND MANUFACTURER RECOMMENDATIONS. SEE DRAWING DETAILS FOR REQUIRED INSTALLATION TORQUE VALUES. B. PERIODIC DURING THE INSTALLATION OF HIGH STRENGTH BOLTED CONNECTION PER AISC AND RCSC SPECIFICATIONS. INSPECT TIGHTNESS OF ALL NON -PRETENSION BOLTED CONNECTIONS. Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 %S V 9V ner a division of advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 SAC: SAM BUTLER T-MOBILE: ALLAN BATUSAN A&E: TRISTRAM HOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SIP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: DRAWING NOTES DRAWING SHEET: N=2 SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 3 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT 6o 11 1 DEPARTME TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 (3E NERAL ELECTRICAL NOTES & BASIC ELECTRICAL REQUIREMENIs 1. THE DRAWINGS ARE PROVIDED TO DEPICT DESIGN INTENT AND ARE NOT TO BE CONSIDERED INSTALLATION DRAWINGS. NOT ALL COMPONENTS OR CONNECTIONS ARE SHOWN. EQUIPMENT PART NUMBERS ARE SHOWN TO PROVIDE PERFORMANCE CRITERIA AND LEVEL OF PRODUCT STANDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING FINAL CONDUIT ROUTING, INSTALLATION OF ALL ELECTRICAL EQUIPMENT, COMPONENTS AND MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSTALLATION MEANS AND METHODS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING, ENERGIZING AND TESTING OF ALL ELECTRICAL COMPONENTS PER THE MANUFACTURER'S INSTRUCTIONS. 2. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE ADVANTAGE ENGINEERS PROJECT MANAGER OR CONSTRUCTION MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 3. CONTRACTOR SHALL PERFORM ALL VERIFICATION, OBSERVATION, TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE DESIGN PROFESSIONAL LISTING ANY AND ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4. THE CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONAL, N WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL OF ANY UNFORESEEN SITE CONDITIONS THAT MAY IMPACT THE DESIGN. 6. THE CONTRACTOR IS IN NO WAY PERMITTED TO MODIFY OR CHANGE THE DESIGN WITHOUT THE EXPRESS, WRITTEN CONSENT OF THE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR MAKE MODIFICATIONS TO THE DESIGN WITHOUT THE CONSENT OF THE DESIGN PROFESSIONAL, THE CONTRACTOR ASSUMES ALL RESPONSIBILITY AND LIABILITY FOR SUCH CHANGES. 7. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES, THE AUTHORITY HAVING JURISDICTIONS OR OTHER PUBLIC AUTHORITIES. 8. ALL ELECTRICAL WORK SHALL CONFORM TO THE CURRENTLY ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR LOCAL MUNICIPAL AUTHORITIES. 10. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AS INDICATED IN THE CONSTRUCTION DOCUMENTS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF THE WORK SITE AND REMOVING ALL TRASH AND DEBRIS ON A DAILY BASIS. 13. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFILLING, AND REMOVAL OF EXCESS DIRT. 15. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES (U.L.) AND SHALL BEAR THE INSPECTION LABEL "T' WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION AND SHALL BE MANUFACTURED N ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NFPA, IBC, IMC, IECC, IEC, NEC, IEEE, ASTM, NEMA, U.L. AND NBFU. 16. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. 17. THE CONDUIT RUNS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 18. ALL OVERCURRENT DEVICES SHALL HAVE AN NTERRUPTING CURRENT RATING EQUAL TO OR GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED; 22,000 AIC MINIMUM FOR MAINS AND 10,000 AIC MINIMUM FOR BRANCH DEVICES. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT. 19. ALL NEW INSTALLED ELECTRICAL EQUIPMENT SHALL BE FURNISHED WITH ARC FLASH HAZARD LABELS AS REQUIRED BY THE NEC. 20. ALL ELECTRICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO: DISCONNECT SWITCHES, TRANSFORMERS, PANELBOARDS, POWER PROTECTION CABINET (PPC), AUTOMATIC TRANSFER SWITCH (ATS), MANUAL TRANSFER SWITCH (MTS), POWER TRANSFER LOAD CENTER (PTLC), ETC., SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. LABELS SHALL INDICATE EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. 21. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, INCLUDING MANUFACTURER'S AND PART NUMBERS FOR PANELBOARDS, TRANSFORMERS, POWER PROTECTION CABINETS (PPC) AND DISCONNECTS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE DESIGN PROFESSIONAL AT THE COMPLETION OF THE PROJECT. 22. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE DEBRIS, CRATING AND CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 23. THE CONTRACTOR SHALL NOTIFY THE BUILDING OWNER FIVE (5) BUSINESS DAYS PRIOR TO ANY PANNED POWER OR OTHER SERVICE OUTAGE. THE OWNER SHALL RESERVE THE RIGHT TO REFUSE SUCH OUTAGE AND HAVE IT RESCHEDULED. 24. ANY CODE VIOLATIONS DUE TO THE CONTRACTOR'S WORK SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. ELECTRICAL SYMBOLS W TRANSFORMER 0 PHASE METER P POWER WIRE CIRCUIT BREAKER T TELCO WIRE 0 DISCONNECT PPC WITH SW ITCH FACTORY 2ooA 2ooa INSTALLED ❑J JUNCTION BOX GENERATOR RECEPTACLE ENCLOSED CIRCUIT BREAKER • AUTOMATIC TRANSFER SWITCH ELECTRICAL SPECIFICATIONS: ELECTRICAL MATERW S AND EQUIPMENT CONDUIT ELECTRICAL SPECIFICATIONS: ELECTRICAL MATERIALS AND EQUIPMENT, CONTINUED DISCONNECT SWITCHES Mobile 1 . RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS 1 . DISCONNECT SWITCHES SHALL BE HEAVY DUTY, FUSIBLE, DEAD FRONT, QUICK -MAKE, QUICK -BREAK, T-MOBILE WEST LLC ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND WHERE INDICATED ON THE EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, 19807 NORTH CREEK PARKWAY NORTH DRAWINGS, FOR UNDERGROUND RUNS. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, VOLTAGE, AMPERAGE AND NEMA RATING AS INDICATED. COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. 2. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING BOTHELL, WASHINGTON 98011 CONDUIT SHALL BE PRODUCED TO ANSI SPECIFICATIONS C80.1 , FEDERAL SPECIFICATION SYSTEM AS INDICATED. WWC581 AND SHALL BE LISTED WITH THE UNDERWRITER'S LABORATORIES. FITTINGS 3. PROVIDE A WHITE PHENOLIC SIGN WITH 3/4" RED ENGRAVED LETTERING LABELING EACH SERVICE SHALL BE THREADED SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTED. DISCONNECT AS "SERVICE DISCONNECT". F SOURCE IS HOUSE POWER, INCLUDE LOCATION AND LABEL 2. UNDERGROUND CONDUIT SHALL BE POLYVINYLCHLORIDE SCHEDULE 40 (PVC). SCHEDULE OF PANEL FEEDING EQUIPMENT. HVAC DISCONNECTS SHALL BE LABELED "HVAC DISCONNECT" AND 40 PVC SHALL NOT BE PERMITTED ABOVE GRADE. WHERE CONDUIT PASSES UNDER A INCLUDE PANEL AND CIRCUIT NUMBER OF CIRCUIT SERVING THE HVAC EQUIPMENT. ROAD OR DRIVE, IT SHALL BE SCHEDULE 80 PVC. SUITABLE FOR DIRECT BURIAL. JOINTS 4. ALL FUSIBLE DISCONNECTS SHALL BE FURNISHED WITH CLASS RK-1 FUSES, SIZED AS INDICATED. SHALL BE BELLED, AND FLUSH, SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PANELBOARDS SSynergy 3. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED INTERIOR SPACES, _ advantage engineers IN CONCEALED WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY WELDED, 1 . RATED FOR USE AT 120/240V, SINGLE PHASE, THREE WIRE PLUS GROUND, OR 120/208V, SINGLE a division of g g ELECTRO-GALVANIZED OR HOT -DIPPED GALVANIZED AND PRODUCED TO ANSI PHASE, THREE WIRE PLUS GROUND OR 120/208V, THREE PHASE, FOUR WIRE PLUS GROUND AS SPECIFICATION C80.3, FEDERAL SPECIFICATION WW-C-563, AND SHALL BE U.L. LISTED. REQUIRED FOR THE INTENDED APPLICATION OR AS INDICATED ON THE DRAWINGS. 7543 WOODLEY AVENUE SUITE 201 FITTING SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS ARE NOT 2. ALUMINUM OR COPPER BUS, RATED FOR 200 AMPERES OR AS INDICATED ON THE DRAWINGS, AND VAN NUYS, CALIFORNIA 91406 PERMITTED. HAVE A SHORT CIRCUIT WITHSTAND RATING OF 22,000 AIC MINIMUM. 4. LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO 3. MAIN CIRCUIT BREAKER SHALL BE 200 AMPERES OR AS INDICATED ON THE DRAWINGS AND HAVE A EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, SHORT CIRCUIT RATING OF 22,000 AIC MINIMUM. THE MAIN BREAKER SHALL NOT BE INSTALLED SO AS MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS ARE NOT TO BACKFEED THE PANEL BUS. PERMITTED. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED SIX (6) FEET, 4. PANEL SHALL HAVE A NUMBER OF BRANCH CIRCUITS AS INDICATED ON THE DRAWINGS. THE MAIN SAC: SAM BUTLER EXCEPT WHERE PERMITTED BY THE NEC. LFMC SHALL BE PROTECTED AND SUPPORTED BREAKER SHALL NOT USE ANY OF THESE SPACES. AS REQUIRED BY THE NEC. 5. BRANCH CIRCUIT BREAKERS SHALL BE PLUG-IN OR BOLT -ON TYPE. T-MOBILE: ALLAN BATUSAN 5. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH. 6. BRANCH CIRCUIT BREAKERS SHALL HAVE A MINIMUM RATING OF 10,000 AIC. A&E: TRISTRAM HOKENSON 6. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY THE NEC. 7. TANDEM BRANCH CIRCUIT BREAKERS ARE NOT PERMITTED. 7. PROVIDE VERTICAL CABLE SUPPORTS IN ALL VERTICAL CONDUITS WHERE SHOWN OR S. PANEL ENCLOSURE SHALL BE NEMA 1 FOR INTERIOR APPLICATIONS OR NEMA 3R FOR EXTERIOR REQUIRED BY THE NEC. APPLICATIONS OR AS INDICATED ON THE DRAWINGS. 8. PROVIDE EXPANSION FITTINGS IN CONDUIT WHERE SHOWN OR REQUIRED BY THE NEC. 9. DO NOT INSTALL PANEL UPSIDE DOWN. 9. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC. NO RIGHT 10. WHERE A PANELBOARD IS INSTALLED, AN EXTERNAL SURGE PROTECTION DEVICE MUST ALSO BE SCHEDULE OF REVISIONS ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12 INCH MINIMUM INSIDE INSTALLED ADJACENT AND CONNECTED TO THE PANELBOARD. SWEEPS FOR ALL CONDUITS 2 INCH OR LARGER. 11. QUALITY PRODUCT CIRCUIT BREAKERS ARE NOT PERMITTED. 6 10. THERE SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 12. UNUSED BRANCH CIRCUIT SPACES SHALL HAVE PANEL MANUFACTURER'S BLANK SPACE INSERTS DEGREES TOTAL) BETWEEN PULL BOXES, CONDUIT BODIES AND BOXES. CONTRACTOR INSTALLED. SHALL FURNISH AND INSTALL ANY/ALL JUNCTION BOXES SIZED IN ACCORDANCE WITH 13. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN, NOT HANDWRITTEN. THE NEC REQUIREMENTS AS REQUIRED FOR THE INSTALATION. 14. PANEL DIRECTORIES SHALL BE UPDATED TO ACCURATELY REFLECT THE FINAL CIRCUITING. 4 11. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING 15. ALL UNUSED CIRCUIT BREAKERS SHALL BE SWITCHED OFF AND LABELED "SPARE". GROUND BUSHINGS. 3 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING EXTERNALLY MOUNTED SURGE PROTECTION DEVICES CONSTRUCTION. 2 10-13-2022 REVISED GENERATOR LOCATION 13. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO 1. RATED FOR THE INTENDED APPLICATION AND AS INDICATED ON THE DRAWINGS: 120/240V, SINGLE PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE PHASE, OR 120/208V, SINGLE PHASE, OR 120/208V, THREE PHASE, OR 480/277V, SINGLE PHASE 1 07-28-2022 NOISE REPORT ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. OR 480/277V, THREE PHASE. 14. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATELY SIZED 2. RATED FOR 1 00KA PEAK SURGE CURRENT PER PHASE. 0 05-26-2022 FINAL CDs MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. 3. INDICATOR LEDS FOR NORMAL AND FAULT CONDITION FOR EACH PHASE. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 4. U.L. LISTED 1449 A 03-04-2022 PRELIMINARY CDs 15. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. DENTIFY PULL STRINGS AT 5. ENCLOSURE SHALL BE: INTERIOR APPLICATIONS, NEMA 1. EXTERIOR APPLICATIONS: NEMA 3R OR NEMA No DATE DESCRIPTION OF CHANGES EACH END. 4 OR NEMA 4X STAINLESS STEEL. 16. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUIT AND CONDUCTORS, OR AS INDICATED ON THE DRAWINGS. POWER PROTECTION CABINET (PPC 17. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO ENSURE AGAINST DRAWN BY: SA COLLECTION OF TRAPPED CONDENSATION. 18. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS 1 . RATED FOR USE AT 120/240V, SINGLE PHASE, THREE WIRE PLUS GROUND OR 120/208V, SINGLE CHECKED BY: SIP AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL PHASE, THREE WIRE PLUS GROUND OR 120/208V, THREE PHASE, FOUR WIRE PLUS GROUND AS MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION (WALLS AND REQUIRED FOR THE INTENDED APPLICATION OR AS INDICATED ON THE DRAWINGS. SCALE: NOTED FLOORS) SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL 2. ALUMINUM OR COPPER BUS, RATED FOR 200 AMPERES OR AS INDICATED ON THE DRAWINGS, AND MAINTAIN THE FIRE RATING OF THE WALL, FLOOR OR STRUCTURE. FIRE STOPS AT FLOOR HAVE A SHORT CIRCUIT WITHSTAND RATING OF 22,000 AIC MINIMUM. JOB NO: 21W0057.001 PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL 3. TWO (2) MAIN CIRCUIT BREAKERS, MECHANICALLY INTERLOCKED, THAT ACT AS A MANUAL TRANSFER MATERIAL SHALL BE U.L. APPROVED FOR THIS PURPOSE. SWITCH, BREAK BEFORE MAKE. ALLOW FOR A NORMAL AND PORTABLE GENERATOR STANDBY FEEDS. DRAWING TITLE- 19. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED MAIN BREAKERS SHALL BE 200 AMPERES AND HAVE A SHORT CIRCUIT RATING OF 22,000 AIC STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE MINIMUM. CONTRACTOR SHALL ENSURE THAT THE MECHANICAL INTERLOCK HAS BEEN INSTALLED. ARE NOT PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE 4. INTERNAL PANEL SHALL HAVE A MINIMUM OF TWENTY FOUR (24) BRANCH CIRCUITS AVAILABLE. PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CONDUIT 5. BRANCH CIRCUIT BREAKERS SHALL BE PLUG-IN OR BOLTON. SHALL PERPENDECU AR TODIN A NEAT THE STRUCTURE WALL AND WORKMANLIKE CEILINGMANNER, S PARALLEL CONDUIT SHALL BE 77. TANDEM BRANCH BCRRCUIEAKERBREAKERS ARE NOTN ERMI RADING OF 10,000 AIC. ELECTRICAL F�STO HED PREVEOCLEAR NT CONCRETE,OBSTRUCTIONS. PLASTER ER ORENDS DIRTF FROM ENTERINC. CONDUITS TEMPORARILY BECAPPED CLASIFIED9. FURNISHED W ODUNTERNAL, FACTORYEINS ARLLED,OTNTEG AITEDD SURGE SUPPRESSION. NOTES RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND 10. FURNISHED WITH STANDBY GENERATOR INLET (RECEPTACLE), REVERSE SERVICE RATED. VOLTAGE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. AMPERAGE AS INDICATED ON THE DRAWINGS. GENERATOR RECEPTACLE SHALL BE FACTORY INSTALLED 20. SPARE CONDUITS SHALL BE FURNISHED WITH PULL LINES AND CAPPED WITH FACTORY ON SIDE OF PPC UNLESS SHOWN AS REMOTE MOUNTED ON THE DRAWINGS. CAPS. 11. UNUSED BRANCH CIRCUIT BREAKERS SHALL HAVE PANEL MANUFACTURER'S BLANK SPACE INSERTS 21. LABEL ALL TMOBILE CONDUITS EVERY 20' THROUGH THE BUILDING AND ON THE ROOF, INSTALLED. "TMOBILE" USING STENCILS AND SPRAY PAINT. 12. ENCLOSURE SHALL BE NEMA 1 FOR INTERIOR APPLICATIONS OR NEMA 3R FOR EXTERIOR DRAWING SHEET: APPLICATIONS OR AS INDICATED ON THE DRAWINGS. CONDUCTORS 13. F AN EXISTING PPC IS MISSING THE MECHANICAL INTERLOCK, THE CONTRACTOR SHALL FURNISH AND INSTALL THE CORRECT FACTORY MECHANICAL INTERLOCK ON THE TWO (2) MAIN CIRCUIT BREAKERS. 1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT 14. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN, NOT HANDWRITTEN. THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, OR 15. PANEL DIRECTORIES SHALL BE UPDATED TO ACCURATELY REFLECT THE FINAL CIRCUITING. TYPE XHHW, 600V OR XHHW2, 600V. SIZE AS INDICATED. #12 AWG SHALL BE THE 16. ALL UNUSED CIRCUIT BREAKERS SHALL BE SWITCHED OFF AND LABELED "SPARE". MINIMUM SIZE CONDUCTOR. � 2. #10 AWG AND SMALLER CONDUCTORS SHALL BE SOLID AND #8 AWG AND LARGER EXTERIOR COMBINATION GFCl/SWITCH UNIT CONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF 1. WEATHERPROOF ENCLOSURE WHICH INCLUDES A 120V, 20A GFCI RECEPTACLE AND A 120V, 20A ALL STRANDED CONDUCTORS. TOGGLE SWITCH. 4. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL 2. "IN -USE" COVER, CORROSION RESISTANT, GALVANIZED STEEL ENCLOSURE. BOXES, JUNCTION BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH 3. GFCI RECEPTACLE AND LIGHT SWITCH SHALL BE WIRED ON SEPARATE CIRCUITS, UNLESS OTHERWISE APPROVED PLASTIC TAGS. NOTED ON THE DRAWINGS. SEO17O5E 5. CONTRACTOR SHALL PROVIDE STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE 4. G.E. # U010SO10GRP OR APPROVED EQUAL. ASSEMBLIES, COAX CABLES, AND AISG RET CABLES. CABLE STRAIN -RELIEF & CABLE N FIRDALE VILLAGE/ DENTAL SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. ZIP TIES OR VELCO STRAPS ARE VERTICAL CABLE SUPPORTS NOT PERMITTED. 1. INSTALL IN ACCORDANCE WITH NEC 300.19. CROWN BU #826146 2. FOR USE WITH THREADED OR NON -THREADED CONDUIT. 10014 238TH STREET SW 3. MALLEABLE OR DUCTILE IRON WITH HOT DIP GALVANIZED FINISH. 4. WEDGING PLUG. EDMONDS, WA 98020 5. O/Z GEDNEY TYPE "S", TYPE "R" OR EQUAL. LED LIGHT FIXTURE SHEET NO. 4 OF 15 1. ALUMINUM HOUSING, TWO ADJUSTABLE AIMABLE HEADS, LED LAMPS 2. INTEGRAL MOTION SENSOR AND PHOTOCELL 3. FIELD SETTABLE TIMER FOR ON 4. 120V, BRONZE OR BLACK FINISH RESUB 5. LITHONIA WLF2RH40K120MODDB OR RAB #SMS5ULLET2X12NA OR EQUAL Oct 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES ® - DEPARTMENT = ®ems TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 EXISTING FENCE � X � X X r- - - - - - - - - - - - - - - - - - - - - - - - ------ X------ x � x�x I x I I I x I I I x I X EXISTING T-MOBILE EQUIPMENT SHELTER EXISTING BUILDING EXISTING TMOBILE CABINETS I I I / N I PROPOSED BOLLARDS O 5' C/C, (5) TOTAL o/ I I I I I 0 I I ID —— — — — — — — — — — — -- SETBACK LINE JM) --- k 6j z � CI N G • PROPOSED T—MOBILE 48kW DIESEL GENERATOR 4 AND 240 GALLON BELLY TANK ON PROPOSED } 4'-0"x9'-0" CONCRETE PAD AND LEASE AREA c (SEE SHEET A-1 FOR EQUIPMENT PLAN) � A y`AZ Ir x — — — — — — — — — ----� EXISTING T-MOBILE PPC EXISTING T-MOBILE METER 1 SITE PLAN S-1 SCALE:3/16"=1'-O" rA / / / / / / GRAPHIC SCALE 1 0 1 2 4 16 ( IN FEET ) 3/16 inch = 1 ft. i 1, EXISTING 55'6" STEALTH MONOPOLE / EXISTING PROPERTY LINE (TYP) x 0 / x / I PROPOSED T—MOBILE 120/240VAC, 10, 200A AUTOMATIC TRANSFER SWITCH (ATS) MOUNTED ON EXISTING BACKBOARD (INTERCEPT \ INCOMING EXISTING COMMERCIAL POWER) GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, N WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. (THERE IS NO HANDICAP ACCESS REQUIRED). 8. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 9. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. 10. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF ANY TYPE. NO SIGNS WILL BE POSTED EXCEPT THOSE REQUIRED. 11. NO SIGNIFICANT NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS FACILITY. 12. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ------------, ;Generator to be located in accordance with manufactures specifications. Generator to be UL2200 compliant. Contractor to provide installation specifications on site at the time of inspection which identifies placement to adjacent ;structures and openings. ---------------------------------------------------------------------------------' ----------- Zone ' BN Corner X - - Flag ' Setbacks: Required Proposed Front N 20 :______ 20+ ________ Front E 20 20+ Front W 20 20+ 15 20.5 Other S ____ :________ 25 12 Height ------------ =-------- �' Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 SSynergy a division of advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 SAC:SAM BUTLER T-MOBILE: ALLAN BATUSAN ABE: TRISTRAM FIOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SIP SCALE: NOTED JOB NO: 21 WO057.001 DRAWING TITLE: COMPOUND PLAN DRAWING SHEET: S-1 SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 5 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT cooviroc DEPARTME (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 GENERAL NOTES ISTING 6" STEALTH MONOPOLE OPOSED T-MOBILE 120/240VAC, 10, 200A ITOMATIC TRANSFER SWITCH (ATS) MOUNTED I EXISTING BACKBOARD (INTERCEPT )OMING EXISTING COMMERCIAL POWER EE SHEET A-1 FOR EQUIPMENT PLAN 4 0 16 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 SSynergy a division of advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 7. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. (THERE IS NO SAC: SAM BUTLER HANDICAP ACCESS REQUIRED). T-MOBILE: ALLAN BATUSAN 8. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR I I A&E: TRISTRAM HOKENSON SANITARY SERVICE. 9. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. 10. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF ANY TYPE. NO SIGNS WILL BE POSTED EXCEPT THOSE REQUIRED. 11. NO SIGNIFICANT NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS FACILITY. 12. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SIP SCALE: NOTED JOB NO: 21 WO057.001 DRAWING TITLE: ELEVATION DRAWING SHEET: S=2 SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 6 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT cooviroc DEPARTME ( IN FEET ) 1/4 inch = 1 ft. (SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY) (DO NOT USE SCALE ON OTHER SIZED DRAWINGS) TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 A PROPOSED EQUIPMENT LAYOUT SCALE: N.T.S. T-MOBILE EQUIPMENT PLAN KEY IDENTIFIER ITEM AND STATUS NOTES DETAIL O PROPOSED T—MOBILE 4'-0" x9'-0" CONCRETE PAD SEE 1/A-1 FOR PROPOSED LAYOUT 3/D-4 AND LEASE AREA EXISTING T-MOHiLE 14'-8"x13'-6" SHELTER SEE 2/A-1 FOR EXISTING LAYOUT N/A AND LEASE AREA O EXISTING T-MOBILE 200A PPC CABINET INSTALL (2) 20A, 1P C.B.S FOR GENERATOR 1/E-1, ANCILLARIES AND INSTALL NEC SIGNAGE 2/D-4 04 EXISTING T-MOBILE BATTERY CABINET N/A 05 EXISTING T-MOBILE EQUIPMENT CABINET N/A EXISTING T-MOBILE METER N/A PROPOSED T—MOBILE 48M DIESEL GENERATOR INSTALL SIGNAGE IN LOCATION 4/D-4, O W/ 240 GALLON BELLY TANK CLEARLY VISIBLE FROM COMPOUND ENTRANCE 1/D-1 8 PROPOSED T—MOBILE 120/240VAC, 10, 200A INTERCEPT INCOMING T—MOBILE COMMERCIAL POWER, 1 /D-3 O PROPOSED T—MOBILE 3'—r TALL VEHICLE BARRIER/ BOLLARD INSTALL AT 5'-0" C/C MAX BETWEEN BOLLARDS 5/D-4 ELECTRICAL AT T-MOBILE CABINETS KEY IDENTIFIER REM AND STATUS ROUTING/LOCATION DETAIL O PROPOSED (3) f 3/0 & (1) #4 GND FROM PROPOSED GENERATOR TO 1/E-1 IN PROPOSED 2 CONDUIT PROPOSED ATS O PROPOSED (3) f 3/0 & (1) #4 GND FROM PROPOSED ATS TO 1/E-1 IN PROPOSED 2 CONDUIT EXISTING T—MOBILE PPC © PROPOSED (7) #14 AWG WIRE IN PROPOSED 2" SCH. 40 FROM PROPOSED GENERATOR TO 1/E-1 CONDUIT (FOR ATS START RELAY) PROPOSED ATS O PROPOSED (2) CAT5 CABLES IN PROPOSED 1" CONDUIT FROM PROPOSED GENERATOR TO N/A (FOR GENERATOR ALARMS) EXISTING EQUIPMENT CABINET OE PROPOSED (4) 12 AWG & (2) #12 GND IN PROPOSED 1" CONDUIT FOR GENERATOR BLOCK HEATER AND FROM PROPOSED GENERATOR TO 1/E-1 BATTERY CHARGER EXISTING PPC CABINET NOTES: 1. INTERCEPT EXISTING INCOMING COMMERCIAL POWER TO EXISTING PPC AND COORDINATE OUTAGE WITH TMOBILE CONSTRUCTION MANAGER. EXTEND CONDUIT AND CONDUCTORS AS NECESSARY TO PROPOSED TMOBILE ATS. ALL CONDUCTORS AND CONDUIT EXTENSION WORK SHALL CONFORM TO THE CURRENTLY ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES. 2. RE -USE AVAILABLE SPARE STUBBED UP CONDUITS WHERE AVAILABLE. CONDUIT ROUTING EXAGGERATED FOR CLARITY. ALL CONDUITS RUN ABOVE GRADE SHALL BE ROUTED IN SUCH A MANNER TO AVOID TRIPPING HAZARDS. 3. NEC 702.7 SIGNAGE MUST BE INSTALLED ON T-MOBILE PPC/PANEL, T-MOBILE SERVICE DISCONNECT, AND T-MOBILE ATS. SEE SIGNAGE DETAIL ON SHEET D-4 FOR MORE INFORMATION. STEEL PIPE (SCHEDULE 6" DIA. (OR SMALLER) 40 OR HEAVIER)* EMT OR STEEL CONDUIT SLEEVE MIN. 1/4" DEPTH HILII FS601 SEALANT TOP VIEW F--A 3M FIRE 6 SEAI.ANIT FA ..... 1 /2" DEPTH CROWN HILTI FS601 SEALANT POINT OF CONTACT FLOOR OR WALL ASSEMBLY MIN. 4-1/2" THICKNESS NOTES: 1. EXISTING CORES TO BE INSPECTED FOR EVIDENCE OF CUT RE —BAR, IF EVIDENCE OF CUT RE —BAR IS FOUND, CONTACT ADVANTAGE ENGINEERS IMMEDIATELY TO INVESTIGATE FURTHER. 2. PRIOR TO CORE DRILLING, DETERMINE LOCATION OF REINFORCING MEMBERS. PLACE NEW CORES TO ENSURE EXISTING REINFORCING MEMBERS ARE NOT COMPROMISED. 3 CORE DRILL DETAIL A-1 NOT TO SCALE i � Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 SSynergy a division of advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 SAC: SAM BUTLER T-MOBILE: ALLAN BATUSAN A&E: TRISTRAM HOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SIP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: PROPOSED & EXISTING EQUIPMENT LAYOUT DRAWING SHEET: Aml SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 7 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXISTING EQUIPMENT LAYOUT SCALE: N.T.S. TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 4 3 SH 1/2 REV A WINDCHILL VERSION A.1 1 WEIGHT DATA WITH EMPTY BASETANK NOTES: (SEE NOTE 6) 1. THIS UNIT MUST BE INSTALLED IN ACCORDANCE WITH CURRENT APPLICABLE NFPA 37 AND AIR FILTER NFPA 70 STANDARDS AS WELL AS ANY OTHER FEDERAL, STATE, AND LOCAL CODES. GENERATOR AS SHOWN 1,322 [2,915] 2. BATTERY (12 VOLT NEGATIVE GROUND SYSTEM). BLOCK HEATE WITH WOODEN SHIPPING SKID 1,2140 [2,954] 3. CONTROL PANEL / CIRCUIT BREAKER INFORMATION: RADIATOR DRAIN HOSE - MAIN LINE CIRCUIT BREAKER 200 AMPS. ATTACHED TO FRAME BATTERY DISCONNECT SWITCH WEIGHT: KG [LBS] - SEE SPECIFICATION SHEET OR OWNERS MANUAL. OIL FILL BATTERY 12 VOLT DIMENSIONS: MM [INCH] - ACCESSIBLE THROUGH CUSTOMER ACCESS ASSEMBLY DOOR ON REAR OF GENERATOR. - CONTROL PANEL INCLUDES INTEGRATED BATTERY CHARGER. NEGATIVE GROUND COOLANT OVERFLOW 4. REMOVE THE REAR STUB -UP AND REAR ENCLOSURE COVER PANEL TO ACCESS 8 o THE STUB -UP AREAS AS FOLLOWS: HIGH VOLTAGE CONNECTION INCLUDING AC LOAD LEAD CONDUIT CONNECTION, ;.; NEUTRAL CONNECTION, AND BATTERY CHARGER 120 VOLT AC (0.5 AMP MAX) CONNECTION. - LOW VOLTAGE CONNECTION INCLUDING TRANSFER SWITCH CONTROL WIRES. 0'0 - G o --, 5. ENGINE SERVICE CONNECTIONS00 : OIL DRAIN = 1/2" NPT RADIATOR DRAIN = HOSE CLAMPED TO FRAME a ° 6. CENTER OF GRAVITY AND WEIGHT MAY CHANGE DUE TO UNIT OPTIONS. Ju e [ ] 1647 64.8 ,. 7. BOTTOM OF GENERATOR SET MUST BE ENCLOSED TO PREVENT PEST INTRUSION AND =' RECIRCULATION OF DISCHARGE AIR AND/OR IMPROPER COOLING AIR FLOW. B MAIN LINE CIRCUIT 8. REFERENCE OWNERS MANUAL FOR LIFTING WARNINGS. e BREAKER HEIGHT �, 9. MOUNTING BOLTS OR STUDS TO MOUNTING SURFACE SHALL BE 5/8-11 GRADE 5 � (NOTE 3) 1595 [62.8] COOLANT FILL (USE STANDARD SAE TORQUE SPECS) 907 [35.7] CUSTOMER® 10. MUST ALLOW FREE FLOW OF INTAKE AIR, DISCHARGE AIR AND EXHAUST. SEE SPEC HIGH VOLTAGE EXTENDED FUEL FILTER COG CONNECTION SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. TOP VIEW ( NOTE 4) 1197 [47.1] 11. GENERATOR MUST BE INSTALLED SUCH THAT FRESH COOLING AIR IS AVAILABLE VENT KIT (GENERAC (SHOWN WITH ENCLOSURE REMOVED) LOW VOLTAGE AND THAT DISCHARGE AIR FROM RADIATOR IS NOT RECIRCULATED. RECOMMENDED MINIMUM PERIMETER AND VERTICAL EXHAUST FOR LOCATION. (3FT) OVER (5FT) CLEARANCE SITE STUB -UP PN: 7251-0) ( NOTE 4) 12. GENERATOR MUST BE GROUNDED. REMOVE COVER FOR 2140 [84.2] ACCESS TO RADIATOR ° ° FILL CAP (SECONDARY ENCLOSURE LENGTH REAR VIEW ACCESS PLATE BELOW) (SHOWN WITH REAR COVER PANEL REMOVED -00 898 [35.4] RADIATOR/EXHAUST AIR INTAKE ON DOOR WIDTH TYP EMERGENCY STOP SWITCH EACH SIDE DISCHARGE AIR ( NOTES 10,11 ) ( NOTES 10,11 ) ® � REAR ENCLOSURE ------------------- COME _MxM0MMMMMMMMMMM M � i COVER PANEL �M� MMMMMMMMMMMMMMMMMMM � (NOTE4) Ha)T Q� AIR INTAKE ®® NOTES 10,11) 12'-0" SPILL PREVENTION BOX 63.5 [5] ( - { AGL (GENERAC PN: G006502) LIFTING EYE CUSTOMER ACCESS _ ASSEMBLY, CONTROL (4 PLACES) EER PANEL ACCESS, o a a BATTERY CHARGER LOCATED WITHIN OIL FILTER --- 0 0 OVERALL 0 4 ( NOTE 4) HEIGHT ' CIRCUIT BREAKER ' (NOTE 3) 991 [39.0] 993 [39.1] TYP \ REMOVEABLE OIL DRAIN STUB -UP COVER ( NOTE 5) ° ° ( NOTE 4 ) A � 1419 [55.9] � 1919 100 888 /q [75.5] [3.9] [35.0] RIGHT VIEW TYP TYP OVERALL WIDTH (SHOWN WITHOUT DOOR, VENT KIT, AND SPILL BOX) E 2625 [103.4] REAR VIEW GENERAC OVERALL LENGTH LEFT VIEW TITLE DRAWING CREATED FROM PRO/ENGINEER INSTALL MAL G16 3D FILE. ECO MODIFICATION TO BE APPLIED TO SOLID MODEL ONLY. 48KW Y06 EXT GENERAC POWER SYSTEMS OWNS THE COPYRIGHT OF THIS DRAWING WHICH IS SUPPLIED IN CONFIDENCE AND MUST NOT BE USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS SUPPLIED WITHOUT GENERAC POWER SYSTEMS 2013 O D THE EXPRESS WRITTEN CONSENT OF GENERAC POWER SYSTEMS. ISSUE DATE: 8/8/1 8 dmauz SIZE CAGE NO DWG NO REV 10000041 950 ELECTRONICALLY APPROVED N/A INSIDE WINDCHILL SCALE 0.035 WT-KG SEE ABOVE SHEET 1 of 2 4 3 2 1 NInT�Q- 1. GC TO INSTALL VENT EXTENSION KIT BY GENERAC, PART #7251 0 AND SPILL PREVENTION KIT, GENERAC PART #0006502 FOR IFC 2018 COMPLIANCE 1 NEC 702 OPTIONAL STANDBY 48KW DIESEL GENERATOR DETAIL D-1 SCALE: NOT TO SCALE NOTE: GENERATOR SHALL BE FACTORY FURNISHED WITH THE DISCONNECTING MEANS AND SHUTDOWN OF PRIME MOVER, PER 2017 NEC, 445.18. Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 SSynergy a division of advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 SAC: SAM BUTLER T-MOBILE: ALLAN BATUSAN A&E: TRISTRAM HOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: GENERATOR DETAIL DRAWING SHEET: SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 8 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT cooviroc DEPARTME r►�y��y:l��:a►�z��:s►is:=e�_�■��:■:��■�-�ra:l.�:»ral: K>!.`l6=.`l:l»��a■Z�]G�_1�[�l:■�:�.`L1�»'�.9[!l�■�l�r_11[ TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 4 3 SH 2/2 REV A WINDCHILL VERSION A.1 1 2271 [89.4] No TYP 259 [10.2] NNER TANK NORMAL VENT TYP (2" NPT FEMALE) 132 [5.2] INNER TANK EMERGENCY VENT CUSTOMER OPTIO OUTER TANK (3" NPT FEMALE) (2" NPT FEMALE) LEAK DETECTOR OUTER TANK EMERGENCY VENT (3" NPT FEMALE) o = � a FUEL TANK Ij 0 0 TOTAL CAPACITY 908 [240] USABLE CAPACITY 867 [229] HIGH AND LOW 718 [28.3] VOLTAGE CAPACITY: LITER [GALLON] FUEL FILL 786 [30.9] (2" NPT FEMALE) STUB -UP AREA DIMENSIONS: MM [INCH] J C o B 661 [26.0] 125 [4.9] TANK IS LISTED TO UL142 AND ULC5601 533 [21.0] � STUB -UP AREA NOTE: STUB -UP AREA FOR HIGH o _' O 4 AND LOW VOLTAGE CONNECTIONS, 0 `_'") CIRCUIT BREAKER, NEUTRAL AND 236 [9.3] CUSTOMER CONNECTION OPENING. Q � o 161 [6.3] 38 [1.5] 246 [9.7] -FUEL LEVEL FUEL RETUR 170 [6.7] 51 [2.0] GAUGE/SENDER 4372 [14.6] FUEL SUPPLY 267 [10.5] 125 [4.9] TYP STUB -UP 1497 [58.9] 62 [2.5] AREA TYP -.011111 1569 [61.8] 253 [10.0] 850 [33.5] TYP 2345 [92.3] TOP VIEW -LOCKING FUEL CAP 6 U I -REMOVABLE I STUB -UP COVER SEE NOTE 4 1043 [41.1] 940 [37.0] FUEL TANK HEIGHT [.66] MTG HOLES T06.66 ( 10 PLACES) I I SEE NOTE 9 12L 19 851 4.3 � [.7] [33.5] 110] [ TYP TYP MTG CENTERS 588 [23.2] TYP A TYP 888 [35.0] A 1228 [48.3] TYP REAR VIEW 1867 [73.5] TYP 2507 [98.7] GENERAC TYP 2607 [102.6] TITLE DRAWING CREATED FROM PRO/ENGINEER LEFT VIEW INSTALL D3.4L G16 3D FILE. ECO MODIFICATION TO BE APPLIED TO SOLID MODEL ONLY. 48KW Y06 EXT GENERAC POWER SYSTEMS OWNS THE COPYRIGHT OF THIS DRAWING WHICH IS SUPPLIED IN CONFIDENCE AND MUST NOT BE USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS SUPPLIED WITHOUT (i�GENERAC POWER SYSTEMS 2013 O D THE EXPRESS WRITTEN CONSENT OF GENERAC POWER SYSTEMS. ISSUE DATE: 8/8/1 8 SIZE CAGE NO DWG NO 10000041950 REV ELECTRONICALLY APPROVED N/A INSIDE WINDCHILL SCALE 0.060 WT-KG SEE ABOVE SHEET of 2 4 3 2 1 NOTE: 240 GALLON BELLY TANK IS A DOUBLE WALLED, UL 142 LISTED FUEL TANK. EXTENDED VENT KIT AND SPILL PREVENTION BOX NOT SHOWN FOR CLARITY; SEE SHEET D-1 FOR MORE INFORMATION. 240 GALLON BELLY TANK DETAIL D-2 SCALE: NOT TO SCALE Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 SSynergy a division of advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 SAC: SAM BUTLER T-MOBILE: ALLAN BATUSAN A&E: TRISTRAM HOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SIP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: 240 GALLON BELLY TANK DETAIL DRAWING SHEET: D=2 SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 9 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT cooviroc DEPARTME TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 100-200 Amps, Single Phase -unction All timing and sensing functions originate in the generator controller. GENERAC Automatic Transfer Switches Utility Voltage Drop -out <65% Timer to Generator Start 10 Second Factory Set, Adjustable Between 2 - 1,500 Seconds by a Qualified Dealer* Engine Warmup Delay 5 Seconds Standby Voltage Sensor 65% for 5 Seconds Utility Voltage Pickup >80% Re -transfer Time Delay 15 Seconds Engine Cooldown Timer 60 Seconds Exerciser NexusTM: 12 Minutes Weekly Evolution TM: 5 to 12 Minutes Adjustable, Weekly/Bi-weekly/Monthly The Transfer Switch can be Operated Manually Without Power Applied * When used in conjunction with units utilizing Evolution TM controls Specifications Model Amps Voltage Load Transition Type (Automatic) Enclosure Type UL Rating Withstand Rating (Amps) Lug Range RXSC100A3 Milt 120/240, 1 o Open Transition NEMA/UL 3R UL/CUL 10,000 RXSW100A3 120/240, 1 o Open Transition Service Rated NEMA/UL 3R 2/0-#14 ILI 10,000 RXSW150A3 150 120/240, 1 o Open Transition Service Rated NEMA/UL 313 UL RXSC200A3 200 120/240, 1 o Open Transition NEMA/UL 3R UL/CUL 22,000 10,000 250 MCM - #6 RXSW200A3 120/240, 1 o Open Transition Service Rated NEMA/UL 313 ILI 22,000 i ATS DETAIL D-3 SCALE: NOT TO SCALE 100-200 Amps, Single Phase Im Dimensions GENERAC Automatic Transfer Switches Model RXSC100A3 RXSW100A3 RXSW150A3 RXSC200A3 RXSW200A3 Height - in (mm) H1 17.2 (437.9) 17.2 (437.9) 26.8 (679.4) 17.2 (437.9) 26.8 (679.4) H2 20.0 (508.0) 20.0 (508.0) 30.0 (672.0) 20.0 (508.0) 30.0 (672.0) Width - in (mm) W1 12.5 (317.5) 12.5 (317.5) 10.5 (266.7) 12.5 (317.5) 10.5 (266.7) W2 14.6 (370.8) 14.6 (370.8) 13.5 (342.9) 14.6 (370.8) 13.5 (342.9) Depth - in (mm) 7.1 (180.1) 7.1 (180.1) 6.3 (160.1) 7.1 (180.1) 6.3 (160.1) Weight - Ibs (kg) 20.0 (9.1) 22.5 (10.2) 39.0 (17.7) 20.0 (9.1) 39.0 (17.7) DEPTH I: F I W2 1 Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 S- Synergy a division of advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 SAC: SAM BUTLER T-MOBILE: ALLAN BATUSAN A&E: TRISTRAM HOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SIP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: ATS DETAIL DRAWING SHEET: D=3 SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 10 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT cooviroc DEPARTME TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 GENERATOR MOUNT PLATE NOTES: 5/rO HILTI KWIK BOLT TZ2—SS EXPANSION ANCHOR (ICC ESR-4266) WITH 3-1/4" EMBEDMENT. SEE GSN FOR ADDITIONAL INFORMATION. CONTRACTOR TO COORDINATE WITH MANUFACTURER'S SPECS FOR EXACT LOCATION. FLAT WASHER 1. BOLTS CAN BE INSTALLED 2 DAYS AFTER POURING CONCRETE PROVIDED THE KWIK BOLTS ARE ONLY TIGHTENED TO A SNUG TIGHT CONDITION 2. APPLY HILTI HIT —RE 500—SD EPDXY TO ALL GAPS TO PREVENT WATER/MOISTURE BUILD UP. ANCHOR DETAIL D-4 SCALE: NOT TO SCALE rip 2M 10 DIESEL FUEL 6) NO SMOKING NO OPEN FLAMES 10"x14" MIN. NFPA DIESEL FUEL 1-2-0 DANGER SIGN (MYSAFETYSIGN.COM PN: M3348AC OR EQUIVALENT) ) ATTACH TO PPC 3'-0" LONG P1000SL UNISTRUT W/ P2859 END CAPS (TYP) ARRANGE AS NECESSARY) SPAN MIN. OF (2) STUDS DIESEL FUEL NO SMOKING NO OPEN FLAMES COMBUSTIBLE DIESEL NO FUMAR NO PRENDER FUEGO z 8 �Q f4 REBAR O 12" O.C., EACH WAY (TYP) 10"x14" MIN. DIESEL FUEL BILINGUAL WARNING SIGN (MYSAFETYSIGN.COM PN: G4862 AC OR EQUIVALENT) .N NOTE: INSTALL ALL SIGNAGE ON PROPOSED GENERATOR IN A MANNER TO MAXIMIZE VISIBILITY FROM EQUIPMENT COMPOUND ENTRANCE. T Mnbile SERVICE DISCONNECT THERE ARE TWO SOURCES OF OPTIONAL STANDBY POWER: GENERATOR IN COMPOUND& GENERATOR RECEPTACLE ON SIDE OF PPC ATTACH TO SERVICE DISCONNECT V_ Arc Flash Hazard. Appropriate PPE required. Failure to comply may result in injury or death. Refer to NFPA 70 E. BRUN f$4913 r4103IN III I III I II II I III ATTACH TO ATS & PPC GRAINER #9GCT6 NOTE: FURNISH AND INSTALL SIGNAGE CLEARLY IDENTIFYING THE SOURCES OF POWER AND LOCATIONS IN ACCORDANCE WITH NEC 702.7 2 SIGNAGE DETAIL D-4 SCALE: NOT TO SCALE 6 5'-0" C/C MAX BETWEEN BOLLARDS 6"0 RIGID GALVANIZED STEEL CONDUIT, FILLED WITH CONCRETE 3" REFLECTIVE TAPE (TYP OF 3 PER BOLLARD) wM � FINISHED GRADE co T—MOBILE 120/240VAC, 10, 200A AUTO I P a PSI MIN. CON TRANSFER SWITCH (ATS) i CONCRETE FOOTING (SEE DETAIL 1/D-3) I 3/8*OX1.5" LONG LAG SCREWS (TYP OF 2, EQUALLY SPACED PER UNISTRUT, 4 TOTAL) STUD (TYF" ATS MOUNTING DETAIL SCALE: NOT TO SCALE m I I as NOTES: JI 1. VEHICLE BARRIERS SHALL BE PAINTED YELLOW WITH (3) THREE STRIPS OF 3" REFLECTIVE TAPE 2. USE BARRIERS TO PROTECT EQUIPMENT FROM POSSIBLE DAMAGE FROM VEHICLES. CUSTOMER a SHALL CONTACT COMPANY FOR PLACEMENT. I I a I I --J 3. PROVIDE CLEARANCE FOR THE OPERATION, -----, REMOVAL, OR REPLACEMENT OF EQUIPMENT. WHEN OVERHEAD OBSTACLES PRESENT REMOVAL OF EQUIPMENT, ONE BARRIER SHALL BE REMOVABLE. VEHICLE BARRIER DETAIL D-4 SCALE: NOT TO SCALE �T TTT �M 9'-0" CONC. SLAB 1:9 0D Q1 2 #4 REBAR O 12" O.C., EACH WAY (TYP) 12" THICK CONCRETE DOWNTURN 5/8"0 HILTI KWIK BOLT TZ2—SS (3-1/4" EMBED) SEE GSN FOR ADDITIONAL INFORMATION. CONTRACTOR TO COORDINATE WITH MANUFACTURER'S SPECS FOR EXACT LOCATION. f 3 TIES O 12" O.C. FINISHED GRADE (1) f4, CONT. CLEAN SAND 6 MIL VISQUEEN SCARIFY AND RECOMPACT TOP 12" TO 90X RELATIVE COMPACTION PER AS"TM D1557 UNLESS OTHERWISE AS NOTED IN GEOTECHNICAL REPORT CONCRETE GENERATOR PAD DETAIL SCALE: NOT TO SCALE TMi oble T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 SSynergy a division of AL**- advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 SAC:SAM BUTLER T-MOBILE: ALLAN BATUSAN ABE: TRISTRAM FIOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SIP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: DETAILS DRAWING SHEET: D 4 SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 11 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT coovlroc DEPARTMI TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 TO EXISTING ANTENNA & RRU GROUNDING (NO CHANGE PROPOSED OR REQUIRED UNDER THIS PROJECT) G G G G G G G G G G G G PROPOSED GROUND ROD SEE DETAIL 2/0-2) �� OF 3) G G PROPOSED GENERATOR GROUND RING t� (SEE DETAIL 5/0-2) PROPOSED GENERATOR t� WITH BELLY TANK PROPOSED � � ATS c� O O O PROPOSED GROUND ROD WITH ACCESS //- (SEE DEraL 6/0-2) � PROPOSED #2 AWG, GREEN, TINNED, G SOLID COPPER CONDUCTOR ('IYP) G G G I—IVIUDILL EXISTING EQUIPMENT EXISTING MASTER GROUND j PPC GROUND RING BAR (EQUIPMENT LEVEL) L G G —40 EXISTING GROUND RING CONNECTION G G G G G G G G (TYP OT 2) G G G G G G GROUNDING NOTES: 1. EQUIPMENT SHOWN DIAGRAMMATICALLY. REFER TO LAYOUT PLANS FOR EXACT EQUIPMENT LOCATION. 2. NO EXOTHERMIC WELDS (CADWELD) ALLOWED ON SITE. 3. GROUND CABLES SHALL BE #2 AWG, GREEN, TINNED, SOLID COPPER CONDUCTORS UNLESS OTHERWISE NOTED. GROUNDING SYMBOLS G PROPOSED f2 AWG, GREEN, INSULATED, SOLID COPPER CONDUCTOR PROPOSED GROUND BAR • PROPOSED MECHANICAL GROUNDING CONNECTION PROPOSED 5/8"O x 12'-0" GROUND ROD _q PROPOSED 5/ 870 x 12'-0" GROUND ROD WITH ACCESS EXISTING TMOBILE EQUIPMENT CABINET GROUNDING DIAGRAM G-1 SCALE: N.T.S. GROUND ROD NOTES 1. ALL GROUND RODS SHALL HAVE A MINIMUM 8'-0" LENGTH OF CONTACT WITH THE SOIL 2. ALL GROUND RODS SHALL HAVE A MINIMUM OF 6'-0" SPACING BETWEEN RODS. 3. ALL GROUND RODS SHALL BE INSTALLED SUCH THAT AT LEAST 8 FT OF LENGTH IS IN CONTACT WITH THE SOIL IT SHALL BE DRIVEN TO A DEPTH OF NOT LESS THAN 8 FT EXCEPT THAT, WHERE ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE SHALL BE DRIVEN AT AN OBLIQUE ANGLE NOT TO EXCEED 45 DEGREES FROM THE VERTICAL OR, WHERE ROCK BOTTOM IS ENCOUNTERED AT AN ANGLE UP TO 45 DEGREES, THE ELECTRODE SHALL BE PERMITTED TO BE BURIED IN A TRENCH THAT IS AT LEAST 30 IN. DEEP. EXISTING TMOBILE EQUIPMENT CABINET EXISTING TMOBILE POWER CABINET GROUNDING NOTES T Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 SSynergy a division of advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 SAC: SAM BUTLER T-MOBILE: ALLAN BATUSAN A&E: TRISTRAM HOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SIP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: GROUNDING DIAGRAM & NOTES 1. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE THERMAL WELDS AT GROUND RODS AND AT A I I I DRAWING SHEET: MINIMUM OF 36" BELOW GRADE. 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. 3. ALL GROUND WIRE SHALL BE f2 AWG BARE COPPER TINNED UNLESS NOTED OTHERWISE. 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. 5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION AND UNDERGROUND CONDUIT. 6. EACH EQUIPMENT CABINET SHALL BE CONNECTED WITH (2 J2 AWG INSULATED SOLID TINNED COPPER WIRE TO GROUND BAR. EQUIPMENT CABINETS SHALL EACH HAVE (2) CONNECTIO . 7. ANTENNA GROUND KITS SHALL BE FURNISHED BY T-MOBILE AND INSTALLED BY ELECTRICAL CONTRACTOR. 8. KOPR-SHIELD ANTI -OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. 9. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUM OF %" DIAMETER AND SHALL BE STAINLESS STEEL.. 10. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 11. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. 12. STANDARD BUS BARS (CIGBE AND MIGS) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. 13. THE GROUNDING CONNECTION TO THE POWER AND TELCO SECTIONS OF THE PPC SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN EACH COMPARTMENT. 14. THE CONTRACTOR SHALL SUPPLY T-MOBILE WITH RESULTS FROM PRE -CONSTRUCTION (CO-LO ONLY) AND POST -CONSTRUCTION OHM TESTING (GROUND) RESULTS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "Fal OF POTENTIAL" TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED FIVE 5 OHMS. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED TO MEET THE 5 OHMS MAXIMUM. G -1 SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 12 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT cooviroc DEPARTME TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 5 2 4' ° ° 0 ° 0° 0 0 0 0 Of 0 /moo w0 0 ° 1 0 1 x LUGS, CONNECTORS AND HARDWARE MUST MATCH GROUND BAR HOLES IN LEGEND PATTERN AND SIZE 1. GALVANIZED GROUND BAR, 7/16"X 4" X 20",HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 4. 3. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8. 4. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056. 5. 5/8-11 X 1" H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 GROUND BAR DETAIL G-2 SCALE: NOT TO SCALE GRADE 0 +I CALDWELD CONNECTION GROUND RING, #2 AWG BCW SOLID, TINNED GROUND ROD GALVANIZED STEEL 5/8" 0 x 12'-0" LONG 2 GROUND ROD DETAIL G-2 SCALE: NOT TO SCALE THREADED FINISHED GRADE, OR PVC PIPE CAP o GROUND COVER MATCH SLOPE AND THICKNESS OF \ rL EXISTING GRADE _ ; -1 I I- - - COMPACTED BACKFlLL wITH #2 TINNED ' SOLID COPPER SATISFACTORY NATIVE OR - lit IMPORTED SOIL TO 95X GROUND WIRE I PROCTOR III— COMPACTED CLEAN FILL 5/rO, 12#--Ow LONG VANIZED COMPACTED CLEAN FILL BED GROUND ROD 2 0 SLOTTED UNDISTURBED SOIL SOIL TO BE 12 (TOTAL -0 MIN.) DEPTH IN HOLE (TYP) #2 BARE SOLID TINNED 'T 6" COPPER WIRE GROUND TRENCH DETAIL SCALE: NOT TO SCALE TERMINATION TYPES: A. MECHANICAL COMPRESSION LUG B. DOUBLE BARREL COMPRESSION CONNECTOR C. EXOTHERMIC TERMINATION D. BEAM CLAMP THIS LOCATION ONLY 6" 0 SCH. 40 PVC PIPE GROUND ROD WITH ACCESS DETAIL SCALE: NOT TO SCALE O� 0 �4z- C? 6� co c� /,o SOLID #2 TINNED COPPER B OR C B OR C C A, C, OR D C #6 GROUND LEAD B OR C A A, C, OR D #2/0 SOLID GROUNDING ELECTRODE CONDUCTOR ////�/ A A, C, OR D A MASTER GROUND BAR C A A STRUCTURAL OR TOWER STEEL A, C, OR D A, C, OR D A, C, OR D GROUND RING C C C GROUNDING TERMINATION MATRIX SCALE: NOT TO SCALE elol" lo TYPE-YGIBS TYPE-YAC3L-2TC38 TYPE -KC TO TYPE-BD18G92 TYPE -KC TO PIPE FEAT SURFACE BURNDY GROUNDING DETAILS STAINLESS STEEL HARDWARE GROUNDING CABLE LOCK WASHER (Typ) NUT (TYP) GROUNDING CABLE ELEVATION SECTION "A -A" TWO HOLE COPPER COMPRESSION TERMINAL GROUNDING BAR FLAT WASHER (TYP) 1/2" x 1/2" HEX BOLT (STAINLESS STEEL) GROUNDING BAR #2 AWG FROM BONDING GROUND BAR NOTES: 1. "DOUBLING UP" OR "STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 3. EXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYP) 3 GROUND BAR CONNECTION DETAIL G-2 SCALE: NOT TO SCALE GROUND BAR NOTE ALL GROUND LEVEL GROUND BARS TO BE GALVANIZED STEEL (NO COPPER) LUG, TO BE USED WITH #2 AWG BTWC GPS 1 1 �O 0 0 Q TWO HOLE LUG, TO BE USED WRH #2 AWG BTCW TO BUILDING OR GROUND RING INSTALL IN PVC PROTECTION (TYP) 4 GROUNDING a@ GROUND BAR DETAIL G-2 SCALE: NOT TO SCALE q0n0 TYPE YGHR5BC2W 3 TYPE YGHP58C2W 2 COMPRESSION GROUND COMPRESSION GROUND TYPE GSTUD-HY TAP CONNECTOR TAP CONNECTOR CABLE TO ROD TO STEEL 0 ir TYPE YGHC C TYPE GSTUD HY TYPE GAR-BU APPLICATION APPLICATION APPLICATION TYPE YGHC-C CABLE TO CABLE 0 0 0 0 TYPE BRG BRAID FLEXIBLE SPLICE TYPE GAR-BU & CAR3902 CABLE TO PIPE 9 BURNDY GROUNDING PRODUCTS G-2 SCALE: NOT TO SCALE jO CADWELD DETAILS G-2 SCALE: NOT TO SCALE SSynergy a division of advantage engineers 7543 WOODLEY AVENUE SUITE 201 VAN NUYS, CALIFORNIA 91406 SAC:SAM BUTLER T-MOBILE: ALLAN BATUSAN ABE: TRISTRAM FIOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 10-13-2022 REVISED GENERATOR LOCATION 1 07-28-2022 NOISE REPORT 0 05-26-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SIP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: GROUNDING DETAILS DRAWING SHEET: G=2 SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 13 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: NOT TO SCALE TRISTRAM HOKENSON, P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 54901 (E) ONE -LINE DIAGRAM PROPOSED 48KW NEC 702 OPTIONAL STANDBY DIESEL GENERATOR 120/240, 1 �, 60HZ WITH 240 GALLON BELLY TANK 0 #2 AWG SOLID TINNED GROUND PROPOSED (4) #12 AWG (2) #12 GND IN PROPOSED 1" CONDUIT (FOR GENERATOR BLACK HEATER AND BATTERY CHARGER) PROPOSED (2) CAT5 CABLES IN PROPOSED 1" CONDUIT (FOR GENERATOR ALARMS) PROPOSED 120/240V, 1 PH., 200A, AUTOMATIC TRANSFER SWITCH IN NEMA 3R ENCLOSURE. NEUTRAL IS NOT SWITCHED. FURNISH & INSTALL 2" X3" LABEL, BLUE LETTERING ON WHITE BACKGROUND, STATING THAT TRANSFER SWITCH IS RATED FOR 10KAIC PROPOSED (3) #3/0 (1) #4 GND IN PROPOSED 2" CONDUIT PROPOSED (7) #14 AWG WIRE IN 2" SCH. 40 CONDUIT (FOR ATS START REL" F EXISTING T—MOBILE 240V, 200A SERVICE DISCONNECT AND UTILITY METER EXISTING SERVICE GROUND EXISTING OPTIC GENERATOR RECEPTAC TO OUTSIDE SHELTEF 1 PH, 200A REV RATED, NEMA 31 EXISTING TMOBILE 240V, 200A SERVICE DISCONNECT AND UTILITY METER EXISTING SERVICE GROUND EXISTING OPTIONAL STANDBY GENERATOR RECEPTACLE, MOUNTED TO OUTSIDE SHELTER WALL, 240V, 1 PH, 200A REVERSE SERVICE RATED, NEMA 3R ENCLOSURE U G L EXISTING SHELTER 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT ADOPTED NATIONAL ELECTRIC CODES AND ALL LOCAL AND STATE CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC. 2. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL, INTERIOR CONDUIT SHALL BE EMT UNLESS OTHERWISE INDICATED. POWER CONDUIT LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS. 3. CONDUITS INSTALLED AT BTS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 4. LABEL ALL T-MOBILE CONDUITS EVERY 20% "T-MOBILE" USING STENCILS AND SPRAY PAINT. THIS APPLIES TO EXISTING T-MOBILE CONDUITS AS WELL 5. GENERATOR SHALL BE FACTORY FURNISHED WITH THE DISCONNECTING MEANS AND SHUTDOWN OF PRIME MOVER, PER 2017 NEC, 445.18. 0/240V, 10, 200A PPC WITH MECHANICALLY INTERLOCKED T BREAKERS THAT ACT AS A NSFER SWITCH, BREAK BEFORE BREAKERS RATED 10KAIC. JCLOSURE. THE MECHANICAL DN THE MAIN BREAKERS ITH NEC 702.5 1 /E-2 FOR PANEL SCHEDULE) 200A EXISTING CONDUIT AND CONDUCTORS PROPOSED (3) #3/0 (1) #4 GND IN PROPOSED 2" CONDUIT INTERCEPT OR EXTEND FROM EXISTING INCOMING 120/240V 200A 1 PH COMMERCIAL POWER J J 1'-5" T-MONIP PANEL IS FED FROM THREE SOURCES: UTILITY, GENERATOR & GENERATOR RECEPTACLE 0 EXISTING SHELTER 0 0 0 PROPOSED (3) #3/0 & (1) #4 GND IN PROPOSED 2" CONDUIT 200A )200A T - Mnbile _ GENERATOR RECEPTACLE ° 4-- i 7 A WARNIN 50A t0A 2 P 1 P App",WW PPEwL1,.i Fellweto eompry resu muy R In InWrtw d= Rdw io WPA 70 E ...w...—. 111111e 1:nn1 Pu p d 1P 50A 2P ATTACH TO PPC EXISTING 120/240V, 10, 200A PPC WITH TWO 200A MECHANICALLY INTERLOCKED MAIN CIRCUIT BREAKERS THAT ACT AS A MANUAL TRANSFER SWITCH, BREAK BEFORE MAKE. MAIN BREAKERS RATED 10KNC. NEMA 3R ENCLOSURE. THE MECHANICAL INTERLOCK ON THE MAIN BREAKERS COMPLIES WITH NEC 702.5 (SEE DETAIL 2/E-2 FOR PANEL SCHEDULE) QUIPME RACK J J 1'-5" T Mnbile SERVICE DISCONNECT THERE ARE TWO SOURCES OF OPTIONAL STANDBY POWER: G ENERATOR IN COMPOUND 8 GENERATOR RECEPTACLE ON S1DE OF PPC ATTACH TO SERVICE DISCONNECT SCALE: N.T.S. l . mmN#9"13 Y4103153 ATTACH TO ATS & PPC NOTE: FURNISH AND INSTALL SIGNAGE CLEARLY IDENTIFYING THE SOURCES OF POWER AND LOCATIONS IN ACCORDANCE WITH NEC 702.7 GRAINER #9GCT6 NOTES: THE DRAWINGS ARE PROVIDED TO DEPICT DESIGN INTENT, AND ARE NOT TO BE CONSIDERED INSTALLATION DRAWINGS. NOT ALL COMPONENTS OR CONNECTIONS ARE SHOWN. EQUIPMENT PART NUMBERS ARE SHOWN TO PROVIDE PERFORMANCE CRITERIA AND LEVEL OF PRODUCT STANDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING FINAL CONDUIT ROUTING, INSTALLATION OF ALL ELECTRICAL EQUIPMENT, COMPONENTS AND MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSTALLATION MEANS AND METHODS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING, ENERGIZING AND TESTING OF ALL ELECTRICAL COMPONENTS PER THE MANUFACTURER'S INSTRUCTIONS. NOTE: PROPOSED GENERATOR AND ATS ARE NON -SEPARATELY DERIVED AND NEUTRAL IS NOT SWITCHED. INSTALL BONDING JUMPER PER NEC 250.35(B) 1 T Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 ARIA 1.51 SERVICESgINC. N (2B 1 ) 797-43B7 WWW.APIA-COPP.COM SAC: SAM BUTLER T-MOBILE: ALLAN BATUSAN A&E: TRISTRAM HOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 1 0 03-28-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: ONE LINE DIAGRAM DRAWING SHEET: E-1 SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 14 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (N) ONE -LINE DIAGRAM SCALE: 2 N.Ta 05/18/2022 MANSOUR SHIRVANI P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 47597 SYSTEM: 120/240V, 1-PHASE, 3W, 65 KAIC MOUNTING: SURFACE MAIN BREAKER: 200A N EMA: 3R MAIN BUS RATING: 200A LOCATION: INSIDE SHELTER VOLT AMPS DESCRIPTION Lu O m U U m Lu DESCRIPTION VOLT AMPS PHASE A PHASE B A B PHASE A PHASE B 0 SURGE 2 30 1 2 50 2 RECT. ROW 1 2000 0 3 4 2000 200 LIGHT 1 20 5 6 50 2 RECT. ROW 2 2000 180 RECEPT/FAN 1 20 7 8 2000 0 SPARE 2 60 9 10 - - - 0 0 11 12 - - - 0 0 - - - 13 14 - - - 0 0 - - - 15 16 - - - 0 0 - - - 17 18 - - - 0 0 - - - 19 20 - - - 0 0 - - - 21 22 - - - 0 0 - - - 23 24 - - - 0 200 180 VA/LI N E 4000 4000 PHASE A = 4200 VA PHASE B = 4180 VA CONNECTED LOAD: 8380 VA CON N ECTED AMPS: 34.9 A SYSTEM: 120/240V, 1-PHASE, 3W, 65 KAIC MOUNTING: SURFACE MAIN BREAKER: 200A N EMA: 311 MAIN BUS RATING: 200A LOCATION: INSIDE SHELTER VOLT AMPS DESCRIPTION Lu o m U U m w DESCRIPTION VOLT AMPS PHASE A PHASE B A B PHASE A PHASE B 0 SURGE 2 30 1 2 50 2 RECT. ROW 1 2000 0 3 4 2000 200 LIGHT 1 20 5 6 50 2 RECT. ROW 2 2000 180 RECEPT/FAN 1 20 7 8 2000 0 SPARE 2 60 9 10 20 1 GEN . BATT. CHARGER 300 0 11 12 20 1 GEN . BLOCK HEATER 1500 7 0 - - - 13 14 20 1 GEN. GFCI 180 7 0 - - - 15 16 - - - 0 0 - - - 17 18 - - - 0 0 - - - 19 14 20 - - - 0 0 - - - 21 4 22 - - - 0 0 - - - 23 24 - - - 0 200 180 VA/LI N E 4480 5500 PHASE A = 4680 VA PHASE B = 5680 VA CONNECTED LOAD: 10360 VA CONNECTED AMPS: 43.2 A '� Mobile T-MOBILE WEST LLC 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 ARIA 1.51 SERVICESgINC. N (2B 1) 797-43B7 WWW.APIA-COPP.COM SAC: SAM BUTLER T-MOBILE: ALLAN BATUSAN A&E: TRISTRAM HOKENSON SCHEDULE OF REVISIONS 6 5 4 3 2 1 0 03-28-2022 FINAL CDs A 03-04-2022 PRELIMINARY CDs REV. NO. DATE DESCRIPTION OF CHANGES DRAWN BY: SA CHECKED BY: SIP SCALE: NOTED JOB NO: 21 W0057.001 DRAWING TITLE: PANEL SCHEDULE DRAWING SHEET: E=2 SE01705E N FIRDALE VILLAGE/ DENTAL CROWN BU #826146 10014 238TH STREET SW EDMONDS, WA 98020 SHEET NO. 15 OF 15 RESUB Oct 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (E) PANEL SCHEDULE 1 (N) PANEL SCHEDULE N.T.S. . 2 05/18/2022 MANSOUR SHIRVANI P.E. WASHINGTON PROFESSIONAL ENGINEER LICENSE #: 47597