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APPROVED PLANS .3.9.20E ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE SITE NAME: PUDGET DRIVE FA LOCATION CODE: 10092667 VICINITY MAP SITE LOCATION --� O u %W000 %0=0001 t&t �--� Mobility GENERATOR PROJECT 30KW KOHLER DIESEL GENERATOR 200A KOHLER ATS APPROVED PLANS MUST BE ON JOB SITE PERMIT NUMBER 2-�O7q D 1419 9TH AVENUE NORTH EDMONDS, WA 98020 SCOPE OF WORK I I APPLICABLE BUILDING CODE * STANDARDS ADD STANDBY GENERATOR. ASSOCIATED CONCRETE PAD, AND UTILITY EQUIPMENT TO EXISTING ATtT EQUIPMENT AREA. THERE WILL BE NO CHANGE IN THE SIZE OR HEIGHT OF THE TOWER OR ANTENNAS. TO OBTAIN LOCATION OF PARTICIPANTS' UNDERGROUND FACILITIES BEFORE YOU DIG IN WA5111NGTON UTILITY NOTIFICATION CENTER 81 1 OR 1-800-424-5555 REQUIRES MIN. 3 WORKING DAYS NOTICE BEFORE YOU EXCAVATE, ALL WORK AND MATERIALS SHALL BE PERFORMED ARID INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FOLLOWING CODES AS ADOPTED BY THE GOVERNING LOCAL AUTHORITIES, NOTHING IN THESE PLANS ARE TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 1 . INTERNATIONAL BUILDING CODE 2015 2. NATIONAL ELECTRIC CODE (IEEE) 3. AMERICAN CONCRETE INSTITUTE (ACI) 315, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION 5- TELECOMMUNICATIONS INDUSTRY ASSOCIATION (LIA) 222-G. STRUCTURAL STANDARDS FOR STEEL TOWER AND ANTENNA SUPPORTING STRUCTURES G. TIA G07, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS 7- COW CODE GUIDE IBC/27/# I t NEC/7/# 1, 201 G PFC, CH5 50. 57 AND NFPA30. 37 t 1 10 AERIAL VIEW OF SITE PROJECT INFORMATION SKEET INDEX SIGNATURE BLOCK SITE 1375 CAMINO REAL STE 120 SAH BEPHARDINO. CA 92408 PROJECT MANAGER: MARK HANSEN PROJECT MANAGER TILLMAN ENERGY HOI-DINGS PHONE: (3C3) 91 2-52CO EMAIL: MHANSEII@TILLMANENEKGY.COM ENGINEER: RAMAKEP. t ASSOCIATES, INC. 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH.: (GOB) G43-41 00 FAX: (GOB) G43-7999 CONTACT: PAULO PAVELSKI EMAIL: PPAVELSKI@RAMAKER,C0M SITE ACQUISITION: KGPCO 3305 MN -GO FAIRBAULT. MH 55021 PH.: (41 2) G08-G1-32 CONTACT: RACHEL LOYA EMAIL: RACHEL,LOYA@KGPCO,COM DIIL VHIH- SITE NAME: PUDGET DRIVE FA NUMBER: 10092GG7 ADDRESS: 1419 9TH AVENUE NORTH EDMONDS- WA 95020 PROPERTY OWNER: TOM AND CANDACE MOORE COUNTY: SNOHOMISH PARCEL: 00427bOOIOOIOO LAT.: 47.82 1 748' LONG.:-I22.3GGO7I' GROUND ELEVATION: 105 FT AMSL DO NOT SCALE DRAWINGS: CONTRACTOR SHALT_ VERIFY ALI- PLANS t EXISTING DIMENSIONS t CONDITIONS ON THE JOB SITE t SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE Rf5PONSIBI-F FOR SAME. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT IS STRICTLY PROHIBITED. GENERAL: T- I TITLE SHEET NOTES: EN N-I GENERAL NOTES A SITE A- I OVERALL SITE PLAN A-2 EQUIPMENT LAYOUT A-3 FOUNDATION DETAILS A-4 FENCE DETAILS ELECTRICAL t GROUNDING: If WIRING DETAILS E-2 ELECTRICAL PANEL SCHEDULE E-3 ATS, CONDUIT t GROUND ROD DETAILS E-4 KOHLER GENERATOR SPECIFICATIONS F-4. I KOHLER GENERATOR SPECIFICATIONS E-4.2 KOHLER GENERATOR SPECIFICATIONS E-5 KOHLER ATS SPECIFICATIONS E-5. 1 KOHLER CAMLOCK SPECIFICATIONS ITION DATE APPROVED BY PLANNING Apr08 2020 CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN Eric Carter 04/07/2020 IMM000001 at&t Mobility TI LLMAN A, ENERGY HOLDINGS KGPCo� 3305 MN-60 FARIBAULT, MN 55021 OFFICE: (507) 334-2268 1ji-o)IRAMAKER & ASSOCIATE-S, INC. Ii'0""- E"0PI0vFE 11Wh4FD 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com. 'I 5aulc [a y, �PJI • l-'�lim�l. A11� L�1/[)l)Lli Ilil L::kY. iJ= F;,iy 1mcm, I'f� P E Ca+Arahon S Seal: I hereby certify that his plan set — prepared by — or under direct -V—s— and that I — a duly L—ed Professional E,q,— under the lava of the 5tate of N'ashngron 0 03/OS/20 FINAL. CONSTRUCTION DRAWINGS A D2/10/20 PRELIMINARY CONSTRUCTION DRAWINGS MMIK DATE DESCRIPTION ISSUE PHASE FINAL DATE 03/05/2020 PROJECT TITLE: PUDGET DRIVE FA ID# 10092667 PROJECT INFORMATION: 1419 9TH AVENUE NORTH EDMONDS, WA 98020 SNOHOMISH COUNTY SHEET TITLE TITLE SHEET SCALE: NONE ROJ MERR 4E NUMBER 440.v07 SHE=T T- I NUMBER NO Q m E � E NOTES TO SUBCONTRACTOR: 1. THE GENFRAL SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES, 2. IT 15 THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING. SHORING, TIES, FORM WORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES. TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, 3. THE SUBCONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK. 4, CONSTRUCTION SUBCONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION SUBCONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THI5 REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION SUBCONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, 5. SITE GROUNDING SHALL COMPLY WITH AT£T WIRELESS SERVICES TECHNICAL SPECIFICATIONS FOR FACILITY GROUNDING FOR CELL SITE STANDARDS, LATEST EDITION. AND COMPLY WITH AT£T TOWERS GROUNDING CHECKLIST. LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. GROUNDING SHALL BE COMPLETED BEFORE ERECTION OF TOWER. G. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS, PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION, IF TEMPORARY LIGHTING AND MARKING 15 REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION (FAA), IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A PROBLEM, 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS. 8. ANY DAMAGE TO THE ADJACENT PROPERTIES WILL BE CORRECTED AT THE SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDOWNER AND THE ENGINEER 9. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE SPECIFICATIONS, SUBCONTRACTOR IS RESPONSIBLE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL„ 10. SUBCONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION, 1 1. THE SUBCONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT AI-L TIMES, ANY DAMAGE TO ADJACENT PROPFP.TIFS WILL BE CORRECTED AT THE SUBCONTRACTOR'S EXPENSE. 12. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM, ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO THE PROPERTY OUTSIDE THE LEASED PROPERTY SHALL BE REPAIRED BY THE SUBCONTRACTOR. 13, ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID, EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR TO DISPOSAL. 14, SEEDING AND MULCHING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE 51TE DEVELOPMENT. THE SUBCONTRACTOR 15 RESPONSIBLE FOR PROVIDING .AND MAINTAIN AN .ADEQUATE COVER OF VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD, 15. PERMITS: THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS. INSPECTIONS, CERTIFICATES, ETC, I G. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED, RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 17. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES. ABOVE GROUND STRUCTURES AND/OR EXISTING UTILITIES BFLIFVFD TO BE IN THE WORKING AREA, IT IS THE RESPONSIBILITY OF THE SUBCONTRACTOR TO VERIFY ALL UTILITIES, PIPELINES AND OTHER STRUCTURES SHOWN OR NOT SHOWN OH THESE PLANS. THE SUBCONTRACTOR SHALL CONTACT THE LOCAL JURISDICTION'S DIGGERS HOTLINE BEFORE DIGGING OR DRILLING, ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND ENGINEER AT THE SUBCONTRACTOR'S EXPENSE. GENERAL NOTES 1. THIS PROPOSAL 15 FOR THE ADDITION OF A NEW GENERATOR ON A CONCRETE PAD TO API EXISTING UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF AN EQUIPMENT SHELTER AND TOWER. 2. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR 5FWFR SERVICE. 3. THE PROPOSED FACILITY 15 UNMANNED AND IS NOT FOP. HUMAN HABITAT. (NO HANDICAP ACCESS 15 REQUIRED) 4. OCCUPANCY 15 LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH BY AT£T TECHNICIANS. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. G. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION I OPERATION. 8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION. 9. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. ELECTRICAL NOTES: I . COORDINATE LOCATION AND POWER REQUIREMENTS OF ALL EQUIPMENT WITH AT£T AND EQUIPMENT 5UPPI.IFR PRIOR TO INSTALLATION. 2. COORDINATE LOCATION AND REQUIREMENTS FOR ELECTRICAL AND TELEPHONE SERVICES WITH THE PROPERTY REPRESENTATIVE, AT£T AND UTILITY COMPANIES. ROUTING OF CONDUITS MAY BE MODIFIED TO MEET SITE REQUIREMENTS. EXACT CONDUIT ROUTING TO BE DETERMINED IN THE FIELD. 3. ALL WIRING AND EQUIPMENT SHOWN ON ELECTRICAL SHEET5 SHALL BE FURNISHED AND INSTALLED UNDER ELECTRICAL PORTION OF CONTRACT UNLESS OTHERWISE NOTED 4. UNINTFP.RUPTFD ELECTRICAL SERVICE FOR EXISTING EQUIPMENT SHALL BE MAINTAINED DURING THE INSTALLATION OF THE WORK DESCRIBED UNDER THESE DOCUMENTS. TEMPORARY EQUIPMENT, CABLES AND WHATEVER ELSE IS NECESSARY SHALL BF PROVIDED AS REQUIRED TO MAINTAIN ELECTRICAL SERVICE. TEMPORARY SERVICE FACILITIES. IF REQUIRED AT ANYTIME. SHALL NOT BE DISCONNECTED OR REMOVED UNTIL NEW SERVICE EQUIPMENT IS IN PROPER OPERATION, IF ANY SERVICE OR SYSTEM MUST BE INTERRUPTED, THE CONTRACTOR SHALL REQUEST PERMISSION IN WRITING STATING THE DATE, TIME, ETC. THE SERVICE WILL BE INTERRUPTED AND THE AREAS AFFECTED. THIS REQUEST SHALL BE MADE IN SUFFICIENT TIME FOR PROPER ARRANGEMENTS TO BE MADE. WRITTEN PERMISSION 5HAIJ_ BF OBTAINED FROM THE OWNER BEFORE INTERRUPTING ELECTRICAL SERVICE. 5. COORDINATE NEW WORK WITH OTHER TRADES AND VERIFY EXISTING CONDITIONS TO AVOID INTERFERENCE. IN CASE OF INTERFERENCE, AT£T'S REPRESENTATIVE WILL DECIDE WHICH WORK 15 TO BE RELOCATED, REGARDLESS OF WHICH WAS FIRST INSTALLED, G. THE INSTALLATION MUST COMPLY WITH NLC AND ALL FEDERAL STATE AND LOCAL RULES AND REGULATIONS. 7, THE DRAW - DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF INGS ARE SYSTEMS AND EQUIPMENT UNLESS OTHERWISE DEFINED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS AND RACEWAY ROUTING SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR DIRECTIONS FROM AT$75 REPRESENTATIVE. 8. CONTRACTOR SHALL PAY ALL PERMITS AND FEES REOUIRED, 3. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STANDARDS REFERENCED BELOW: a. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) b. ASTIM (AMERICAN SOCIETY FOR TESTING MATERIALS) G. ETL (ELECTRICAL TESTING LABORATORY) d. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) e. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS) F. MBFU (NATIONAL BOARD OF FIRE UNDERWRITERS) g, NESC (NATIONAL ELECTRICAL SAFETY CODE) h. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 1. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) J. ILL (UNDERWP.ITER'S LABORATORY) 10. CONTRACTOR SHALL REVIEW PLANS, DETAILS AND SPECIFICATIONS IN DETAIL AND ADJUST WORK TO CONFORM WITH ACTUAL SITE CONDITIONS SO THAT ELECTRICAL DEVICES AND EQUIPMENT WILL BE LOCATED AND READILY ACCESSIBLE, QUANTITIES LISTED IN MATERIAL LISTS OPJ THE DRAWINGS ARE FOR INFORMATION ONLY. THE CONTRACTOR SHALL PROVIDE HIS OWN TAKEOFF FOR MATERIAL QUANTITY AND TYPES BASED ON ACTUAL SITE CONDITIONS. IN ADDITION, CONTRACTOR SHALL PROVIDE All NECESSARY MATERIAL TO INSTALL EQUIPMENT FURNISHED BY AT£T OR ITS SUPPLIERS. ALL ITEMS NOT SPECIFICALLY MENTIONED HEREIN OR SHOWN ON THE DRAWINGS, BUT WHICH ARE OBVIOUSLY NECF55AKY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED. 1 1, THE CONTRACTOR OR BIDDER SHALL_ BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) ATTT'5 REPRESENTATIVE OF ANY CONFLICTS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAI. OR PERFORMANCE Of WORK, IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. 1 2. ALL FLOORS WHERE PENETRATIONS ARE REQUIRED IN BUILDING ARE TO BE CORE DRILLED AND THEN FIREPROOFED, B. WIRING/CONDUIT . PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR AS REQUIRED BY CODE SUCH THAT NO MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (380 DEGREES TOTAL) EXIST IN A CONDUIT RUN. 2. ALL POWER AND CONTROUINDICATION WIRING SHALL BE TYPE THHN/THWN 500V RATED 75 DEGREES CELSIUS. UNLESS NOTED OTHERWISE. 3. CONDUIT BENDS SHALL BE MADE IN ACCORDANCE WITH NEC TABLE 34G-1 O- NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUff ELBOWS WITH 1 2" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER 4. POWER WIRING SIZE SHALL NOT BE SMALLER THAN N 12 AWG. 5. ALL WIRING SHALL BE COPPER, ALUMINUM WILL NOT BE ACCEPTABLE ALL POWER CIRCUITS SHALL CONTAIN A GROUND WIRE. G. PHASE MARKINGS TO BE USED AT POWER CONDUCTOR TERMINATIONS. 7 CONTRACTOR SHALL ENSURE INTEGRITY IS MAINTAINED WHEN INSTALLING CONDUIT AND WIRING, 8. INSTALL PULL STRING IN ALL CONDUIT, 9. FOR ROOFTOP INSTALLS AND BUILD -OUTS, CONDUITS INSIDE BUILDING AND ON ROOF SHALL BE PIGS, UNLESS OTHERWISE NOTED, FOR RAW LAND SITES AND CO -LOCATES, PVC SCHEDULE 80 SHALL BE UTILIZED UNLESS NOTED OTHERWISE. 1 O, MAINTAIN MINIMUM P-O" VERTICAL AND P-O" HORIZONTAL SEPARATIONS FROM ANY MECHANICAL GAS PIPING. 1 1. ALL WIRING ROUTED IN PLENUM TO BE RATED OR IN METALLIC FLEX (LIQUIDITE) CONDUIT. C- EQUIPMENT I, EQUIPMENT/PARTS CONNECTED TO EXISTING PANELS. DUCTS, ETC. SHALL MATCH THE CHARACTERISTICS (A/C, V, A) OF THAT EQUIPMENT, 2. ALL ELECTRICAL EQUIPMENT OUTSIDE SHALL BE NEMA OR 3R RATED. D. GROUNDING { , ALL GROUND CONNECTIONS TO BUILDING SHALL BE MADE USING TWO -HOLE CONNECTORS. PROVIDE STAINLESS STEEL BOLT5 AND LOCK WASHERS ON ALL MECHANICAL GROUND CONNECTIONS. 2, ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF ALL PAINT AND DIRT. CONNECTIONS TO VARIOUS METALS SHALL BE OF A TYPE AS TO CAUSE A GALVANIC OR CORROSIVE REACTION, AREA SHALL BE REPAINTED FOLLOWING BONDING. 3. ANY METALLIC ITEM WITHIN G OF GROUND CONDUCTORS MUST BE CONNECTED TO THE GROUNDING SYSTEM, 4, EXTERIOR, ABOVE GRADE GROUND CONNECTIONS SHALL BE FURNISHED WITH A LIBERAL PROTECTIVE COATING OF ANTI -OXIDE COMPOUND. S. ALL MATERIALS AND LABOR REQUIRED FOR THE GROUNDING SYSTEM AS INDICATED ON THE PLANS AND DETAILS- AND AS DESCRIBED HEREIN SHALL BF FURNISHED BY THIS CONTRACTOR UNLESS OTHERWISE NOTED. G. EXACT LOCATION OF GROUND CONNECTION POINTS SHALL BE DETERMINED IN FIELD. ADJUST LOCATIONS INDICATED ON PLANS ACCORDING TO ACTUAL EQUIPMENT LOCATIONS TO KEEP THE GROUND CONNECTION CABLES AS SHORT AS PRACTICAL 7, PROVIDE ALL ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS AS REQUIRED BY THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE (1 999) AND THE CURRENT EDITION OF THE NATIONAL_ ELECTRICAL SAFETY CODE, BONDING JUMPERS WITH APPROVED GROUND FITTINGS SHALL BE INSTALLED AT ALL RACEWAYS, EQUIPMENT ENCLOSURES, PULL BOXES, ETC. TO MAINTAIN GROUND CONTINUITY WHERE REQUIRED BY CODE. 8- ALL EQUIPMENT GROUND CONDUCTORS SHALL BE TIN COATED, H2 AWG COPPER UNLESS NOTED OTHERWI5E ON THE DRAWINGS. E. I P IS P ECTI O N/DOG U M E NTAT I O N I . THE CONTRACTOR, UPON COMPLETION OF HIS WORK, SHALL PROVIDE A5-BUILT DRAWINGS, INFORMATION SHOULD BE GIVEN TO THE GENERAL CONTRACTOR FOR INCLUSION IN FINAL AS -BUILT SURVEY DOCUMENTS TO BE GIVEN TO THE OWNER. 2. CONTRACTOR SHALL SUPPLY DOCUMENTATION ATTESTING TO THE COMPLETE GROUND 5Y5TEM'5 RECEPTIVITY (MAX. 5 OHMS), 3. AN ELECTRICAL INSPECTION SHALL BE MADE BY AND INSPECTING AGENCY APPROVED BY AT£T'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND OBTAIN POWER COMPANY APPROVAI, 4. CONTRACTOR SHALL HAVE AT5 AND GENERATOR RELAY INSTALLATION AND CONNECTIONS INSPECTED BY OTHERS TO ENSURE THAT UL I-I5TING FOR THAT EQUIPMENT 15 NOT VOIDED. at&t Mobility TILLMAN ENERGY HOLDINGS KGPCo� 3305 MN-60 FARIBAULT, MN 55021 OFFICE: (507) 334-2268 . RAMAKER & ASSOCIATES, INC. 1OD^iEP/PtOYE£ OWNED 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com Saul: city, VA • tWillnmt, MN Woodcliff Lake, NJ - B,-iy,mIon, Pti C bh-b-65ea1: I hereby -blv that tl- plan set was prepared by m under my direct sup - and tl- I ... duly Licensed Profess oval Enymeer under the laws oI the state oP W-hmgt- SK0 $5 N,vA 5 j/��OfL �% Lp 10 7 AL 0 03I 20 FINALCONSTRUCTION DRAWINGS 7 A 0211012 PRELIMINARY CONSTRUCTION DRAWINGS MARK DATE DESCRIPTION ISSUE PHASE FINAL ISSAUED TE 03I05/2020 PROJECT TITLE: a PUDGET DRIVE FA ID# 10092667 PROJECT INFORMATION: 1419 9TH AVENUE NORTH EDMONDS, WA 98020 SNOHOMISH COUNTY SHEET TITLE: GENERAL NOTES SCALE: NONE Nu MBER 44887 SHEET n - NUMBER V M I I 1 PROPERTY LINE • _ _ PROPERTY LINE _ _ J , , SITE ACCESS / A-2 (E)ASPHALT PARKING LOT PROPERTY LINE 0! N k::� 4►at&t n NORTH Mobility TILLMAN 0' setback required from east property ENERGY HOLDINGS line since adjacent to BN zone parcel; 10' proposed KGPCO,a- - - �(E) ROCK RETAINING WALL (E) TREES (±20' TALL) i I (E) BUILDING (TOP N OF ROOF @±40'-0") — — — — — ycl � I I � PROPOSED GENERATOR LOCATION WITHIN PROPOSED 10'-0"x16'-0" FENCED AREA ADJACENT TO (E) AT&T 7'-0"x16'-0" LEASE AREA AT GRADE LEVEL It 112.0' AMSL) (SEE A-2 FOR DETAILS) r± rI IU LJ -�� I� --- I — — — — — — — — — — — I I� (E) HEDGE EVERGREEN I (E) SWIMMING POOL (±12' TALL) of (E) BUSHES AND SHRUBS ALONG PUGET DRIVE - PUGET DRIVE _ (HEIGHTS RANGE FROM IS- TO16TALL) ❑VIE ALL 5ITE PLAN I SCALE: AS NOTED _ _ I z 1 O'-0, (E) TREE (±20' TALL) -(E) HEDGE ROW (±10' TALL) -(E) CHAIN -LINK FENCE - (E) BUSH (±15' TALL) 3305 MN-60 FARIBAULT, MN 55021 OFFICE: (507) 334-2268 . RAMAKER & ASSOCIATES, INC. 10011i EMIILOYF¢ OWNE(l 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com Sauk Ciry, WI • Willmar, MN Wooddiff L'Ike, N,I - Bayamon, PR I hereby _W that Uhs plan set — prepared by me ur under my apes wperpfal ,md 11y! I am a duly Ucensed Professional Engineer under the ❑" of the State of R'ashnigto u 5 K 01{• 2 5 � W AS '�sR4o o � 0 14547 !STJ1 NAL 1 03/30120 FINAL CONSTRUCTION DRAWINGS 0 03/0520 1 FINAL CONSTRUCTION DRAWINGS A 021101201 PRELIMINARY CONSTRUCTION DRAWINGS q MARK DATE ky;' IDESCRIPTIONISSUE PHASE FINAL DATE 03/30I2020 PROJECT TITLE: n PUDGET DRIVE FA ID# 10092667 PRWEC i INPORMATION Z, 1419 9TH AVENUE NORTH EDMONDS, WA 98020 SNOHOMISH COUNTY SHEET TIrLE o RESUB APR a 3 2026 BUGE� �DMOD OVERALL SITE PLAN 5 O 20' 40' 80, 0 I r " x I'r - 1' = 40 22" x 34" 1' = 20' Mw 44887 SHEET NUMBER A- I SCOPE OF WORK DETAILS GENERAL: • NEW KOHLER DIESEL GENERATOR INSTALLED BY GENERAL CONTRACTOR, SEE E-4. • NEW 4'-0" X 1 O'-0" CONCRETE PAD PROVIDED 4 INSTALLED BY GENERAL CONTRACTOR (AS REQUIRED) SEE A • NEW KOHLER AUTOMATIC TRANSFER SWITCH 4 CAMLOCK INSTALLED BY CONTRACTOR (AS REQUIRED) SEE E-3 4 F-5. • CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION • CONTRACTOR TO INSTALL NEW CHAIN GATE IN POSITION INDICATED. • CONTRACTOR SHALL RESTORE 4 REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION TO ORIGINAL OR BETTER CONDITION • INNER AND OUTER TANK TESTING DOCUMENTATION SHALL BE PROVIDED IN ACCORDANCE WITH NFPA30, 2 1.5 ONCE TANK IS IN PLACE ON SITE. • A CALIBRATION CHART OF PERMANENT AND DURABLE COLISTP.UCTION SHALL BE LOCATED AT THE FILL BOX CONDUITS: • INSTALL PULL STRING IN EACH CONDUIT • (1) NEW 2" AND (1) NEW I " ELECTRICAL CONDUITS WITH CONDUCTORS TO RUN FROM NEW GENERATOR TO NEW ATS. CONDI PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. SEE E- I , E-2 4 E-3. • (2) NEW I " ELECTRICAL CONDUIT WITH CONDUCTORS TO RUN FROM NEW GENERATOR TO AC PANEL CONDUIT PROVIDED 4 INSTALLED BY GENERAL CONTRACTOR. SEE E- 1. E-2 4 E-3. • (1) NEW I " ALARM CONDUIT 4 CABLILIG PROVIDED 4 IPISTALLED BY GENERAL CONTRACTOR, SEE E-1 , E-2 4 E-3, GROUNDING: • NEW EXOTHERMIC CONNECTION FROM EXISTING GROUND RING TO NEW MECHANICAL CONNECTION AT GENERATOR CHASSIS. GENERAL CONTRACTOR TO VERIFY LOCATIOfI IN FIELD. LOCATE GROUI ID RODS NO MORE THAN 8'-O" APART. H-FRAME: • PROVIDE NEW H-FRAME IF REQUIRED. NEW H-FRAME SHALL BE CONSTRUCTED USING ALL GALVANIZED COMPONENTS- WHITE PLASTIC END CAPS ON UNI5TKUTS, WEATHER CAPS ON TOPS OF PIPE AND CONCRETE SUPPORTS BELOW FROST LINE, TOP OF FOOTING SHOULD BEAT LEAST 2" ABOVE EXISTING GROUND LEVEL. SLOPE THE GROUND AWAY FROM THE H-FRAME FOR POSITIVE WATER DRAINAGE OFF THE FORM. PROPOSED ATS TO ALARM BLOCK CONDUIT RUN +1.20'-0" (QTY. OF 1, SEE 1/E-1 FOR CONDUIT SIZES, WIRING & CIRCUIT DETAILS) EXISTING CAMLOCK TO BE DISCONNECTED AND REMOVED EXISTING AC PANEL TO BE REMOVED & REPLACED WITH NEW HIGHER CAPACITY PANEL (SQUARE D QO LOAD CENTER RECOMMENDED). PROPOSED GENERATOR TO AC PANEL CONDUIT RUN +/-20'-0". (QTY. OF 2, SEE 1/E-1 FOR CONDUIT SIZES, WIRING & CIRCUIT DETAILS) EXISTING ACCESS GATE TO BE REMOVED (TYP. OF 3) EXISTING OTHER CARRIER EQUIPMENT KIN 4 � NORTH EXISTING METER TO AC PANEL FEED TO BE REROUTED TO PROPOSED ATS (EE 1/E-1 FOR CONDUIT SIZES, WIRING & CIRCUIT DETAILS) EXISTING BUSH TO BE REMOVED PROPOSED ATS TO AC PANEL CONDUIT RUN +1-6'-02'. (QTY. OF 1, SEE 1/E-1 FOR CONDUIT SIZES, WIRING & CIRCUIT DETAILS) IJ- V r �n `PROPOSED GENERATOR TO ATS CONDUIT RUNS +/-25'-D". (QTY. OF 3, SEE 1/E-1 FOR 1 CONDUIT SIZES, WIRING & CIRCUIT DETAILS) PROPOSED KOHLER ATS & CAMLOCK (SEE 3/E-3 FOR DETAILS) ON PROPOSED UNISTRUT H-FRAME (SEE 4/E-3 FOR DETAILS). PROPOSED CAMLOCK MOUNTED TO PROPOSED ATS - #2 AWG SOLID TINNED COPPER GROUND WIRE TO EXISTING GROUND RING, GROUND GENERATOR PER MFG. _SPP,ErCS (TYP. OF 2). (SEE DETAIL 2/E-3) -MECHANICAL CONNECTION (TYP.) S t i l9 1 PROPOSED KOHLER 30KW DIESEL GENERATOR (KOHLER 30RWOZK) ON PROPOSED AT&T CONCRETE EQUIPMENT PAD. SEE E-4 FOR GENERATOR SPECIFICATIONS. ,,;-PROPOSEDAT&T 4'X10' GENERATOR LEASE AREA & CONCRETE PAD (SEE 1/A-4 FOR PAD DETAILS) APR 0 3 2020 EQUIPMENT LAYOUT AATMEN� SCALE: I" = 3.75' BUp ) EF OND-q- EXISTING HEDGEROW (TYP.) at&t Mobility TILLMAN A& E NERGY H OLDINGS KGPCo 3305 MN-60 FARIBAULT, MN 55021 OFFICE: (507) 334-2268 • RAMAKER & ASSOCIATES, INC. 1001.E EMPLOYEE OWNED 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com Sauk City, WI • Willmar, MN Woodcliff Lake, NJ - Bayamon, PR CatRraha-i E Seal: I hereby cerhly that tlas plan set was Prepared by me a, nder my direct -pery and that I a a duly Licensed P-1 s oval Engme under the laws of the 5— of Washmgton- SKO�{• CrsrL ssf�NAL 1 03/30/20 FINAL CONSTRUCTION DRAWINGS 0 03/05/20 FINAL CONSTRUCTION DRAWINGS ) A 02/10/20 PRELIMINARY CONSTRUCTION DRAWINGS i iMARK DATE DESCRIPTION ISSUE ,PHASE FINAL DATE IssED 03/30/2020 PROJECT TITLE: E a PUDGET DRIVE FA ID# 10092667 L PROJECT INFORMATION'. 1419 9TH AVENUE NORTH EDMONDS, WA 98020 g SNOHOMISH COUNTY SHEET TITLE c EQUIPMENT LAYOUT 0 1.875' 3.75' 7.5' e I I'x 17' 1" - 3.75 - 2Z° x 34' 1'- 1 .875' NUMBER 44887 'r Lel M E rl #5 @ 1 2" EACH WAY - GENERATOR OUTLINE - VERIFY F JO n 7' L 5/8" DIA. SIMPSON STRONG BOLT 2 55 EXPAN5ION ANCHOR (QTY. & SPACING PER GEN. INSTALLATION REQS.) FOUNDATION PLAN SCALE: NTS I GENERATOR 8" THICK CONCRETE SLAB, 3000 P-91 ELECTRICAL CONTRACTOR TO #5 @ 12" EACH SLIP JOINT FOR FROST AREAS WAY. MAINTAIN 3" SEE DETAIL 4/5-1 CLEAR FROM TOP t SIDES 4' CHAMFFR. TYP.�+ N5, MAINTAIN 3" CLEAR FROM EDGE � A � N � � O N N SECTION A -A 3 SCALE: NTS O I 1,_0„ BLLOC�KODUT I I � o>\ DOUBLE WALL FUEL TANK BASF SPECIFICATION REF: ATT 30KW GENERATOR PACKAGE UL REGISTRATION NUMBER: MH 18453 U L. 1 42 DOUBLE WAI_I_ FUEL TANK BASF SPECIFICATION FUEL TANK BASE CONSTRUCTION: • BE CONSTRUCTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES STANDARD UL- 142, BE CONSTRUCTED IN ACCORDANCE WITH FLAMMABLE C COMBUSTIBLE LIQUIDS CODE, NFPA 30; THE STANDARD FOR INSTALLATION £ USE OF STATIONARY COMBUSTIBLE ENGINE t GAS TURBINES. NFPA 37: AND THE STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS, NFPA I 10. AHCHORS MINIMUM (4) @ 5/8" FOR GEN-SET MOUNTING SUB BASE TANK TESTING: PRIMARY TANK � SECONDARY CONTAINMENT BASIN SECTIONS SHALL BE PRESSURIZED AT 3-5 PSI AND LEAK CHECKED TO ENSURE INTEGRITY OF SUB BASE WELD SEAMS PER UI- 142 STANDARDS FUEL FILL: 5 GALLON SPILL CONTAINMENT WITH ALARM • 40% REMAINING FOR ALARM • 20% REMAINING FOR SHUT -DOWN FACTORY PRE-SET AT 95% FULL FOR ALARM FUEL CONTAINMENT BASIN: SUBBASE TANK SHAI_I- INCLUDE A WELDED STEFI_ CONTAINMENT BASIN. SIZED AT A MINIMUM OF 1 I O% 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. HEAVY HEX NUT LOCK WASHER FLAT WASHER GENERATOR MOUNT PLATE NOTE: VERIFY WIRE AND CONDUIT QUANTITY t SIZES WITH GENERATOR MAKE * MODEL # PRIOR TO INSTALLATION, VERIFY ELECTRICAL REQUIREMENTS WITH LOCAL UTILITY PROVIDER, PER ICC ESK-3037 SECTION 4.3 INSTALLATION TORQUE OF BOFT/LB BONG BOLT 2 IN ANCHOR %" F- 0 v %"0 ANCHOR BOLT DETAIL I SCALE: NTS v ' SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS RESTORE SURFACE TO MATCH ORIGINAL CONDITION UNDISTURBED SOIL COMPACTED BACKFILL (SUITABLE ON SITE MATERIAL) S" WARNING TAPE ELECTRICAL CONDUIT(5) WHERE APPLICABLE ' NOTES: 1, PROVIDE PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW. 2. PROVIDE RG5 CONDUIT AND ELBOWS AT STUB UP LOCATIONS (I. E. SERVICE POLE, BT5 EQUIPMENT, ETC.) 3. INSTALL UTILITY PULLBOXF5 PER NEC. UTILITY CONDUIT TRENCH SCALE: NTS STRUCTURAL GENERAL NOTES 1,0 GENERAL CONDITIONS 1.1 DESIGN E CONSTRUCTION OF ALL WORK SHALL CONFORM TO LOCAL BUILDING CODES. ACI 31B-1 1. IN CASE OF CONFLICT % DENSITY BETWEEN THE CODES, STANDARDS. REGULATIONS, SPECIFICATIONS, GENERAL NOTES AND/OR MANUFACTURERS REQUIREMENTS. r—CLEANPACTED FILL I USE THE M05T STRINGENT PROVISIONS. 1,2 IT I5 THE EXPRESS INTENT OF PAKTIF-5 INVOLVED IN THI5 PROJECT THAT THE CONTRACTOR OR SUBCONTRACTOR OR DUITS INDEPENDENT CONTRACTOR OR THE RESPECTIVE EMPLOYEES SHALL EXCULPATE THE ARCHITECT. THE ENGINEER, TECH. CONSTRUCTION MANAGER. THE OWNER, t THEIR AGENTS FROM ANY LIABILITY WHATSOEVER 6 HOLD THEM HARMLESS AGAINST LOSS, DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM THE WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY METHODS. TECHNIQUES OR PROCEDURES OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTIONS WITH THE WORK. 1,3 DO NOT SCALE DRAWINGS I .4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS I .5 DESIGN LOADS ARE (GENERAL): CONDUIT PLUG LIVE LOAD I GO P51F FOR SPARE CONDUIT EQUIPMENT SIZE : 889, 1" H, I OG" W, 35" D WEIGHT WITH WOODEN SHIPPING SKID CONDUIT COUPLING ENCLOSED GENERATOR : 3974 LDS 2-0 FOR DESIGN t ANALYSIS OF THE FOUNDATION" THE MINIMUM NET SOIL BEARING CAPACITY SHALL BE ASSUMED TO BE 2000 PSF" EXPANSION JOINT 3.0 CONCRETE 3. 1 MEET OR EXCEED THE FOLLOWING CODES # STANDARDS: DESIGN : ACI3 18-1 1 CONSTRUCTION : AC1301 DETAILING : CRSI MANUAL OF STANDARD PRACTICE REINF. STEEL : A5TM A G 15 GRADE GO- DEFORMED MIXING : A5TM C 94. READY MIX CONCRETE II—� 11 AIR ENTRAINMENT ACI 315 AND A5TM C-2GO AGGREGATE : ASTM C 33 AND C 330 (FOR LIGHT WEIGHT) 3.2 CONCRETE STRENGTH AT 28 DAYS SHALL BE 4000 P-91 MINIMUM -- CONDUIT ELBOW PROPOSED 3.3 DO NOT FIELD BEND OR WELD TO GRADE GO REINFORCED STEEL CONDUIT 3.4 PROVIDE AIR ENTRAINED CONCRETE WITH AIR CONTENT OF 5 TO 7% FOR ALL CONCRETE EXPOSED TO EARTH OR WEATHER" 3.5 MAXIMUM AGGREGATE SIZE: 3/4" 3.0 DO NOT USE IN ADMIXTURE, WATER OR OTHER CONSTITUENTS OF CONCRETE WHICH HAS CALCIUM CHLORIDE. 3.7 MINIMUM COVER FOR REINFORCING STEEL SHALL BE AS SHOWN ON PLAN. 4.0 FOUNDATION t EXCAVATION NOTES 4.1 SLAB SHALL BE CONSTRUCTED UPON UNDISTURBED, NATURAL SUBGRADE OR COMPACTED GRANULAR FILL WITH AN A55UMED 5LIPJ01 NT DETAIL MINIMUM NET ALLOWABLE BEARING CAPACITY OF 1500 P5F. SCALE: PITS 4.2 ALL ORGANIC AND/OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FRO FOUNDATION t SLAB SUBGRADE 8 BACKFILL AREAS, £ THEN BACKFILLED WITH ACCEPTABLE GRANULAR FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT (A5TM D 1 557). 4.3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO PREVENT ANY WATER FR05T. OR ICE FROM PENETRATING ANY FOOTING OR STRUCTURAL SUBGRADE BEFORE £ AFTER PLACING OF CONCRETE- AND UNTIL SUCH CONCRETE HAS FULLY CURED. W %�wpoo' at&t Mobility TILLMAN A 0 ENERGY HOLDINGS aJ KGPCO 0 3305 MN-60 FARIBAULT, MN 55021 OFFICE: (507) 334-2268 . RAMAKER11 & ASSOCIATES, INC. 100", EMPLOYFf OWNED 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com -2 G Sauk City, NJI • Wilhnar, MN Woodcliff Lake, Nl - Bayamon, PR y hereby c bfy that tlns plan set was prepared by m under my I $, dvect -pe— m and that I am a di,ly Lcensed ProFes,o nal Eng,ner under the laws of the State or Wash,ngton SKID 1 Q ✓; . li 0W AL 0 03/OS/2fl FINAL CONSTRUCTION DRAWINGS A 02/10/2U PRELIMINARY CONSTRUCTION DRAWINGS IMARKI DATE JOESCRIPTION ISSUE FINAL DATED 03/05/2020 (PHASE I ty PROJECT TITLE: PUDGET DRIVE FA ID# 10092667 PROJECT INFORMATION T 1419 9TH AVENUE NORTH IEDMONDS, WA 98020 SNOHOMISH COUNTY SHEET TITLE o FOUNDATION DETAILS SCALE: NONE NUMBER 44887 SHEET A _3 NUMBER ii E IL ill f CONCRETE PIER, TYP F9 (.per �L�IJ�/ FRONTNTTJVIEW �L�J� P CONCRETE PIER, TYP, F�'j� gYry ELEVATION DETAILS SCALE: NTS 3„ TYP TREX FENCE POSTS TOP VIEW SCALE: NTS FRONT REAR "" OEULUDIUIVD DUAKLJ UN DUAKL/ ECN(.0 -OLOR SELECTION SHALL BE'WINCHESTER GREY) ENCE POSTS TO BE MANUFACTURED BY TREY :OLOR SELECTION T.B.D.') Sound/Noise originating from emergency generator must comply with maximum permissible sound levels in ECC Chapter 5.30. NOTE: I , PROPOSED FENCE DAMPEN5 SOUND EMJ55ION5 BY APPROXIMATELY 25 DECIBELS. THE PROPOSED GFNER,ATOR EMIT5 ALMOST 65 DECIBELS AT FULL LOAD AT A D15TANCE OF 7 METERS, WITH PROPOSED FENCE IN PLACE DECIBEL LEVELS WOULD BE CUT TO 40 DECIBELS. SUPPORT MEMBERS TREX SECLUSIONS (ALL HEIGHTS) 9,,1 Toil of p s� to grolrnd Use f , 98�r- 12'post 1 r 86s�. E6224- Use I 9 post Use 12' r .- pnshalft 30"-36"typ. Consult Inca) Picket Lempt, conditions, codes, and standard p Vr 91- (Stocklerx2th) building practices —Concrete for post depth 791/i" ICu[Irom 4t•i Fill " '67" IStxkrk•f)Ihl _ 12" typ. 55A " (Cut from 67'1 43'%" [CuIfrum9l--2pcs.r 311/,' (Cutfrnm67--2pcs) For digital copies of these instruction guidelines, or for drawings, technical specifications, and other architectural information, please refer to our web site: trex fencing.com/support Be sure to research local codes and other requirements for your area prior to installing your fence. An installation preparation checklist is available on our website: trex fencing.com/start-project/plan-your-fence/fence-project-preparation-checklist Designed for Beauty. Formulated for Quality. Engineered for Durability. IF�Sq�wwwol at&t Mobility_ TI LLMAN A& ENERGY HOLDINGS C KGPCo 3305 MN-60 FARIBAULT, MN 55021 OFFICE: (507) 334-2268 JaRAMAKER & ASSOCIATES, INC. 100 F,MPLOVEE OWNED 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramakercom Sauk City, WI • Willmar, MN Woodcliff Lake, NJ - Bayamon, PR CaSir3 �f'.1di I hereby certify, that tms plan set was prepared by me or under my direct superw "n and that I am a duly Licensed Professional Eng,ne under the laws of the 5tate of Wash,ngtort SKow t. CIS 14 J � � f R�GISTe, NALi� 0 03/05/20 FINAL CONSTRUCTION DRAWINGS A 02/10/20 PRELIMINARY CONSTRUCTION DRAWINGS MARK DATE DESCRIPTION PHASE FINAL IISSUSSUED DTE 03/05I2020 PROJECT TITLE: 1 PUDGET DRIVE FA ID# 10092667 PROJECT WORMA 11 I 1419 9TH AVENUE NORTH EDMONDS, WA 98020 I SNOHOMISH COUNTY SHEET TITLE' FENCE DETAILS SCALE: NONE v"I°6ER 44887 SHEETR A 4 /� _ �1 NUMBE N >_ IfXISTIN SERVI PROPC ALARN -DIAGRAM CIRCUIT SCHEDULE NO. FROM TO WIRF5 GROUND CONDUIT FUNCTION SIZE 0 NORMAL POWER SOURCE AUTOMATIC TRANSFER SWITCH (3) 3/0 (1) #4 2- NORMAL POWER FEEDER TO ATS (CUT BACK EXISTING) AUTOMATIC TRANSFER SWITCH LOAD CENTER (3) 3/O (I) #4 2• POWER FEEDER FROM ATS TO PANEL GENERATOR AUTOMATIC TRANSFFR SWITCH (3) 310 (1) #4 2• EMERGENCY POWER FEEDER TO AT5 f AUTOMATIC GENERATOR (2) # 1 O (1) # 1 O 1' START CIRCUIT TRANSFER SWITCH (2) # 12 (I ) # 1 2 I • CIRCUIT FOR GENERATOR BLOCK HEATER LOAD CENTER GENERATOR, ATS (2) # 12 (I J # i 2 I • BATTERY HEATER (DISTRIBUTION CENTER) (2) # 1 2 (1) # 1 2 I • CIRCUIT FOR BATTERY CHARGER CIRCUIT FOR ATS 12-PAIR GENERATOR AUTOMATIC 24 AWG OR N/A 1' ALARM CABLES (1) 12 PAIR 24 AWG, PROVIDE 24" OF SLACK CABLE. FINAL PUNCH DOWN IS TRANSFER SWITCH 2EA 6-PAIR BY ATtT TECH. LABEL ALL WIRES CATS PAIR 244 AWG ALARM CABLES (1) 12 PAIR 24 AWG (RUN THRU 7 AUTOMATIC ALARM BLOCK OR N/A I� INTERIOR OF SHELTER � INTO ALARM BOX), TRANSFER SWITCH 2EA PROVIDE 24" OF SLACK CABLE. FINAL PUNCH CAATSTS DOWN IS BY ATtT TECH. LABEL ALL WIRES CAMLOCK AUTOMATIC TRANSFER SWITCH (3) 3/0 (1) #4 N/A POWER FEEDER FROM CAMLOCK TO AT5 �J 200A DISTRIBUTION PANEL \-42 AWG SOLID TINNED GROUND (rYP) ALARM WIRE IDENTIFICATION CHART WIRE ALARM BROWN BROW[ /WHITE GENERATOR RUNNING GREEN GREEN / WHITE CRITICAL FAULT BLUEMINOR INOR FAULT ORANGE ORANGE / WHITE LOW FUEL BROWN / WHITE ' FUEL LEAK 'CATS CA13LF ONLY. FROM 2ND CATS CABLE at&t Mobility TILLMAN ENERGY HOLDINGS /cA00"%)l 40 G. KGpco 3305 MN-60 3 FARIBAULT, MN 55021 OFFICE: (507) 334-2268 v • RAMAPEER & ASSOCIATES, INC. I OUe.l, EMPLOYE F OWNED 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com p Sauk City. WI Willntal; MN v Woodcliff Lake, N) Bayamon, PR Catff—hIn C Beal: I hareby cerhy that tn,s plan set was prepared by me or under my �. J.— supervi on and !hat I am a duly U—ed Profess nal Enyme Y under the U of the 5-1 of Washl-jt- in �y 3A SKd W 1sy �D iy5J7�.�j�1 , �'20 1 0 03105)20 �u{ FINAL CONSTRUCTION DRAWINGS R A 02/10/20 PRELIMINARY CONSTRUCTION DRAWINGS NARK DATE DESCRIPTION 6 (ISSUE PHASE FINAL ISATE SU D 03/05/2020 PROJECT TITLE PUDGET DRIVE FA I D# 10092667 PROJECT INFORMATION: 1419 9TH AVENUE NORTH EDMONDS, WA 98020 SNOHOMISH COUNTY IPL SHEET TITLE: o WIRING DETAILS SCALE: NONE PROPOMD WIRING DIAGRAM t CIRCUIT DETAILS I SCALE: NTS ALARM WIRING IDENTIPICATiQN CU!A 2 SCALE: NTS NUMBER 44887 SHEET F _ NUMBER L a- 1 Dual Off i No 100 UMTS 2 Dual On No 30 TVSS 3 Dual Off No 100 UMTS 4 Dual On No 30 TVSS s Dual On No 30 RECT NI 6 Dual Off No 40 3GO] 7 Dual On No 30 RECT91 B Dual off No 40 3GN1 9 Dual On No 30 RECT N2 10 Dual I Off No 40 3GH2 11 Dual On No 30 REcT W 12 Dual Off NO 41) WA2 13 Dual On No 30 RFCT113 14 Dual On No 30 RECTp5 15 I Dual On No 30 RECT 113 16 Dual On No 30 RECT US 17 Dual On No 30 RECT $14 18 Single On Yes 20 ARGUS TE43 GFCI 19 Dual On No 30 RECTN4 20 Single On No 20 I ARGUS TE43HVAC 21 Sin a On No 20 TE 40 ENVIRO 22 Single On No 20 I'E 41 ENVIRO 23 24 Sincle (In Nn 7[l (1 . F'1 EXISTING AC PANEL TO BE REMOVED AND REPLACED WITH LARGER CAPACITY PANEL EXISTING PANEL SCHEDULE l SCALE: NTS PROPOSED AC PANEL (SQUARE D QO LOAD —\ CENTER RECOMMENDED) B ­ I -- = 5 1 1 Dual Off No 100 UMTS 2 4 Dual On No 30 TVSS 3 7wal Dual Off No 100 UMTS Dual On No 30 TVS5 S Dual On No 30 RECT N] 6 Dim[ Off No 40 3GN1 7 On No 30 RECTIll 6 Dual 0fl No 40 "1 9 Dual Oil No 30 RECT 1#2 10 Dual Off No 40 3GH2 I I Dual On No 30 RECTN2 12 Dual Ol! No 40 3GH2 13 Dual On No 30 RECT43 14 Dual On No 30 RECT115 15 Dual On No 30 RECTN3 16 Dual On No 30 RECTp5 17 Dual On I No 30 RECTN4 18 Single On Yes 20 ARGUS TE43 GFCI 19 Dual Oil f Na M RECT 114 20 Single On No 20 ARGU5 TE 431MAC 21 'n , -• c. _ ?11 11 40Fb1fu130 22 Single On NO 20 TE 41 ENV IRO 23 SINGLE ON 20 ATS 24 Sin le On No 20 OUTLET 25 SINGLE ON 20 BLOCKE ATER 26 EMPTY 27 SINGLE ON 20 1BATTERYCEEARGER 28 EMPTY 29 EMPTr 30 EMPTY 31 EMPTY 32 EMPTY 33 EMPTY 34 EMPTY 35 EMPTY 36 EMPTY 37 EMPTY 38 EMPTY 39 EMPTY 40 EMPTY PROPOSED 20A BREAKERS FOR AT5, BLOCK HEATER AND BATTERY CHARGER ON NEW AT*T GENERATOR PR0P05ED 5UI5PANffL SCHEDULE SCALE: NTS NOTE: 'CONTRACTOR TO UTILIZE NEXT AVAILABLE IN CONTRACTOR TO LABEL WIRES WITH P-TOUCH OR SEQUENCE SINGLE BREAKER P051TION FOR SIMILAR LABELS ONLY. AE35CLUTELY NO GENERATOR. BATTERY CHARGER. BATTERY HEATER HANDWRITTEN LABELS, AND BLOCK HEATER [ ] ] CONDUIT (TYP) LJ BUTTERFLY CLAMP AS REQUIRED - J EXISTING WALUCEILING VERTICAL "UNISTRUT" P 1000'T' SERIES .4 LENGTH BASED ON NUMBER OF CONDUIT TO BE MOUNTED WALL CONSTRUCTION USE TYPE HOLLOW 315" DIA. TOGGLE BOLT HOLLOW, AT STUD 3/8" DIA. LAG SCREW CONCRETE BLOCK 3/8" DIA. HILTI ILLY20WITH SCREEN, (HOLLOW) MINIMUM EMBEDMENT 2-1/2" CONCRETE (SOLID) 3/8" DIA. HILTI HY- 1 50 WITH SCREEN, MINIMUM EMBEDMENT 2-1/2" NOTE: USE GALVANIZED OR STAINLESS STEEL HARDWARE FOR WALL MOUNT 4� CONNECTIONS OF CHANNELS SPACE UNITS @ 5'-O" O.C. LENGTH Of RUN CONDUIT WALL M LL SCALE: NTS at&t Mobility TILLMAN 3 ENERGY HOLDINGS [5 KG PC0 N 3305 MN-60 } FARIBAULT, MN 55021 OFFICE: (507) 334-2268 12RAMAKER] & ASSOCIATES, INC- II EMPLOYEE OWNED 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com Sauk City, WI . Willmar, MN v Woocicliif Lake, NJ - Bayamon, PR Cahn �, c Seal: I hereby certify that this plan see was prepared by me or under my p direct supervision and tliat I a a duly Lcensed Professional En9meer �7 under the laws of the state of Washington. a wK n�k`.QO3 �r 0 ltlia7 4IJ a 0 03/05/20 IFINAL CONSTRUCTION DRAWINGS A 02/10/20 IPRELIMINARYCONSTRUCTION DRAWINGS MARK DATE (DESCRIPTION ISSUE FINAL DATE 03/05/2020 PHASE ISSUED PROJECT TITLE: q PUDGET DRIVE FA ID# 10092667 PROJECT INFORMATION: 1419 9TH AVENUE NORTH EDMONDS, WA 98020 SNOHOMISH COUNTY 1 SHEET TITLE: o ELECTRICAL PANEL SCHEDULE SCALE: NONE I o NUMBER 44887 SHEET E-2 NUMBER O E tr Type Type GT Type GY CABLE TAP TO THROUGH CABLE THROUGH CABLE TOP OF TO TOP OF TO SIDE OF GROUND ROD GROUND ROD. GROUND ROD 9 10 Type VN Type VS Type VV HORIZONTAL CABLE TAP DOWN THROUGH CABLE TAP TO AT 4570 VERTICAL CABLE VERTICAL STEEL VERTICAL STEEL TO SURFACE OR SURFACE OR SIDE VERTICAL STEEL THE SIDE OF OF HORIZONTAL SURFACE OR TO HORIZONTAL PIPE OR VERTICAL PIPE. THE SIDE OF EITHER HORIZONTAL OR VERTICAL PIPE Type HS Type GR Type TA HORIZONTAL CABLE CABLE TAP TEE OF TAP TO TO TOP OF HORIZONTAL RUN HORIZONTAL STEEL GROUND ROD AND TAP SURFACE OR PIPE, CABLES. CABLE OFF SURFACE. CADVVELD DEfAIL5 SCALE: NTS I -b/6" Y I UUU I MOUNTED TO P FENCE HORIZONTAL n NOTE: I . USE GALVANIZED OR STAINLESS STEEL HARDWARE FOR ALL CONNECTIONS I0I.owQR7 J� CADWELD GRADE —7#2 AWG BCW GROUND RING GROUND ROD COPPERWELD 5/8"0 x 8'-0" LONG (MAX) GROUND ROD DETAIL SCALE: NTS MOUNTING HOLES (TYP OF 4) NEW KOHLER AUTOMATIC TRANSFER SWITCH MOUNTED TO NEW UNISTP.UT NEW MECHANICAL CONNECTION WITH #2 AWG TO EXISTING GROUND RING NOTE: I - GROUND RODS MAY BE: - COPPER CLAD STEEL - SOLID COPPER 2, GROUND RODS SHALL HAVE A MAXIMUM SPACING TWICE THE LENGTH OF ROD 3. SEE RESISTIVITY REPORT FOR VERIFICATION AS AVAILABLE 4. A LARGER CONDUCTOR SHALL BE REQUIRED IN AREAS HIGHLY PRONE TO LIGHTNING AND/OR AREAS WITH HIGHLY ACIDIC SOIL S. GROUND RODS INSTALLED WITHIN CLOSE PROXIMITY TO TOWER OR WHEN SOIL IS AT OR BELOW 2.000 OHM -CM, SHALL BE GALVANIZED TO PREVENT GALVANIC CORROSION OF TOWER, (SEE AN5I/TIA-EIA-222-G) G, PROVIDE (1) GROUND LEAD TO EACH SIDE OF THE GENERATOR F-- -- . _ - - t & t Mobility T 1 LLMAN A ENERGY HOLDINGS KGPCot! 3305 MN-60 FARIBAULT, MN 55021 OFFICE: (507) 334-2268 {aRAMAKER & ASSOCIATES, INC. 100-i EMPIX)NEF OWNED 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com Sauk City, VVI • WiIIinaI, MN Woodcliff Lake, NJ - C; yam c n, PrQ Ce�t'Fcahon f S—I: I hareby certify that this plan set was prepared by me or under my direct supervision and that I a a duly Licensed Professional Engineer under the lawn of the 5tate of Washnlgton. S K 0 ;c `�,� �a� �c s 11415 7 rsTti�� ova �NAt no z P03/05/20 FINAL CONSTRUCTION DRAWINGS 02/10/20 PRELIMINARY CONSTRUCTION DRAWINGS DATE DESCRIPTION ISSUE ISSU FINAL t19ISIIIFn 03/OS/2020 PROJECT TITLE: PUDGET DRIVE FA I D# 10092667 PROJECT INFORMATION: 1419 9TH AVENUE NORTH IEDMONDS, WA 98020 SNOHOMISH COUNTY ATS * GROUND DETAILS SCALE: NONE ICQIILER ATS MOUNTING DETAIL 3 SCALE: NTS NUMBER 44887 SHEET G_'1 NUMBER L �J I; IA KriTIE Ii :}- .! .,';?uAIOH IS SiI'lv.'-[ Ac. Ff wi3Lr rJ 5. GEIIERA709 %195F 0 ;0ullD 6 500143 A•'Ill+;'c�. I•'S:+%li Sr:YL'Ak1, 0,10 Ci}i{,IiAil}R r ;t11ST ., 4 ), :1 11 iCh's�Cvf AIR A.G Fr.sr4i:s 1 r r+ :I INTAKE i1i 9 CAir 4 tL I JS LOLAI-x'S ON '"IE R164F Sllif f "IIr iir' "'0A ;4' ' r:;I 845E - 17"jiIRiS ALL 3TUO UPS To BE '; 71 lfkAR i4Rx S"Lj.q Jill A.I. -. 11 i;C ! ;r SV9al f'IJEL LARK r�ApV r 12 1' 51•--rfL R:j✓:1Tf$•{}-LII+ (11 1JA 11.1 ;:r, II. ••RI{'r5.'1 1;sj'- rtIAT THE •.(:,"•{fR:,'��k NSIA:.LAIICI; I, ALI .1?u:. 4M. canes. s��iw�,- R::n kEI;+1LAll�llr:. 13 (iRA'0415 - At ! f I AL_ ,i' .e .l' I 7iA• S:1BHr5 S( f I�? Ib GRAi-UGr S. ilj 'f T):iA .•Il vflll' 1 011 'I[F WA 5'ArE TANK $TAI11: p- a1 0L I S n80VE 0 0 0 0 TANK P/N I TIslIIL HT iA} .MYI�NY( DESCRIPTION ASSY WEIGHT rb(10l5.6T lIAA? 558. s 122. 91 GF410LbZY ?AA SSn 8 I;':' : I GSN101(g7'MA2 558 6 ET2 01 ?r GNIOi.vfi7•MA 558a 12?.01 Sn _ i r -'Rl Mov AaIF Ai +CE.s PAkiI. 20-30KW KOHLER DIESEL SOUND ENCL W/ LIFT OFF PANEL KOHLER 30KW GENERATOR 5PECIPICATION5 SCALE:NTS r /.hn ' •-0-4h 1 R 14' Sk OQAV4 NG v IEWS I S (7P:f-w0il,,� •�� 81 1 •- 1}LAl I; q' SH011E 4R6DE NORMA; v f; 1 ; • r•f1 S; -: '.r: T I YI- . I,DCd III A, L STATE Cant 1i3QRAI I:;I;c sh , a. - _._:A_Ldl +A' r I?+vlliaki • KOHLER I DIMENSION PRINT, K012504TM "I AT&T ST TANK W/SOUND ENCL. - - i ADV 6918 D at&t Mobility TI LLMAN A I ENERGY HOLDINGS KG PC 9 3305 MN-60 FARIBAULT, MN 55021 OFFICE: (507) 334-2268 Y a 111RAMAKER & ASSOCIATES, INC. I<I �)Q% F M 111,0'1F, 4 0wN10 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com iaulz City, WI • ANillrnru, MNI 1Nondch"f Lc.ke, N1 - I�,�y�mio7l, PR Certf-lb n4Seal: h—by cerdru that tills p11. set Maas prepared by me or under my direct supervision and Vl— I a a duly Licensed Professional Engineer ur�der the fauns PP the 5— of Washington. 5KC7[{, 5 Lit. virA NI/��U� e s 0 Il rs NA L. 0 03/OS/20 FINAL CONSTRUCTION DRAWINGS A 02/10/20 PRELIMINARY CONSTRUCTION DRAWINGS MARK DATE q DESCRIPTIONISSUE PHASE FINAL Is SUED ATE 03/05/2020 PROJECT TITLE: PUDGET DRIVE FA ID#10092667 PROJECT INFORMATION: ?, 1419 9TH AVENUE NORTH EDMONDS, WA 98020 SNOHOMISH COUNTY SHEET TITLE: o KOHLER 30KW GENERATOR SPECIFICATIONS 8 SCALE: NONE PROJECT 44887 NUMBER SHEET E-4 NUMBER I©m A 530 -- l5�•__7�A�y'e'-OGI LLJ ®---- fL .I - - aIr w z 1 w OH E 0 v v v I v v v I f 1 � rA w D .-- ❑ DOGO D 0 ir v�1C 0 ❑ — 2 rr i 1 :6 s .. �ar� 0 ■ rr I+ � Tyr., yr'�..._•i' { Jr4 ■�j �+► � l - NOTE ;Ll D7f.RY: I�AI �Ir, ,Vlll `IS; 20-30KW KOHLER DIESEL TANK FITTINGS: 3' NI b_' T -�_ FA TT1110 WITH 5 ZAL SPILL BOX df VLN I h l N yA, Vc. ,1' ,• fAT it �„ ' •1T51USHROON VT. N } ... .. .- .Orr MOV , SI;Pf t T ,y . xA:V= t4c, . •li L FET.UNh 1 r M" ++ CL LC'fL1, ALIR>a .�.L SE NO180 D1LIT BA5111 r,I.1r at&t Mobility TILLMAN A&W ENERGY HOLDINGS bbbR �� KGPCO 3305 MN-60 FARIBAULT, MN 55021 OFFICE: (507) 334-2268 JaRAMAKERI, & ASSOCIATES, INC. I OWA, FMPL()YF� OVVNFP 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com gauk COy WI ANlllmal, MN ~Wood, lief LEko NJ •' Bayomon, PR Cat+M1ratrn c seal: hereby certiy that this plan sec was prepared by me or under my direct supervision and Heat a a duly Ucensed Pr Fessional Engineer under the laws of the State of Washington SK0 Ica fit. WASl/r�Q�, 1 J �1 O I w 54 r nIL 1STC►��` p2D KOHLER 30KW GENERATOR 5PECIrICATIONS i SCALE: NTS I. L z h 0 1D3/05/20 IFINAL CONSTRUCTION DRAWINGS A 02/10/20 (PRELIMINARY CONSTRUCTION DRAWINGS MARK I(DESCRIPTION ISSUE DATE PHASE FINAL ISSUED 03/05I2020 r. PROJECT TITLE ``,, t y •toh •N *HLs[ Uii".1 v.. / %*•} is ru94 gar+ .:. I 3uAI. .2' ABOVE NORMAL :LH1 . 1'i .iNCivarD PUDGET DRIVE ERAoi MS 40J N ALL SrAf I:6n- c11:RArIoks .. act, uo •till Iw rN Ill usl:rn +[AL - METRIC PRO•E KOHLER CQ FA I D# 10092667 rcr,_s'ia� O s PROJEGT INFORMATION: �• 1419 9TH AVENUE NORTH = DIMENSION PRINT KD12604TM EDMONDS, WA 98020 AT&T ST TANK W/SOUND ENCL, SNOHOMISH COUNTY ADV-8918 D SHEET TITLE o KOHLER 30KW GENERATOR 3 SPECIFICATIONS 8 SCALE: NONE PROJECT 44887 NUMBER SHEET NUMBER N c 0 I I GM1036,14 2 GM41683 3 GM423,19 4 GM42350 5 GM62600 ti GM89009 7 GM90067 D 3 GM92508 `J GM91517 0 GM92617 1 6 IA 8 13 QM133094 14 GM98904 I; M7985A-04010- 16 PFS-1280 I7 PNP-2002-30 18 SA10752 19 SA 11J998 20 SA21977 21 SA22035 ? SA23662 23 SAZ4291.13 24 SA.30119 25 SA 31070 26 SA35525 27 'SA37644 28 x•25-113 29 x•t5-142 30 X t5.44 31 x 89.1T 32 x 465.E T•HS IS AN AUTON 6 rY DESCRIPTION I KIT, SECONDARY CONTAINMENT TANK LABELS I S ITCH, HIt,H r'UEL IEY.EI. 90% f CAP, FUEL I ADAPTER, FUEL CAP I BOX, FUEL ALARM I VALVE. CHECK (318" NPT), STAINLESS R TUBE. DIP, AS.SY 3/8', SS I TANK. SPILLIFILL. 5 SAL . 2- NPT I PIPE, NIPPLE _ DECAL. AT&T, DECAL 815E DECAL. ATST, COMBUST DECAL. AT&T. EHS 7 17FCAl AT&T. MORII IT'f I TANK. FINAL WELtIMENT 0 4 SUGGESTED LOCAiION7 SUGGESTED LOCATION FOR -A FOR UL , cUL LABEL EMERGENCY /ENTING LABEL --------- ',----7 - - - - - -- - - --- ___ - QQ I + �I N i i F l I A 8/ i H i E• ell !i i I zs�— /10 4 I I DETAIL A z. X 7 �40.0 (is 041 jk 024 CI A 79 1930.5 [76. 001 WO BASt Mil �Ir 16 2 I I_ 'SEE DETAIL 6 u B DETAIL A SCALE 0 15 o s DETAIL B SCALE 40 I 21 E I i I I —' TANK FITTINGS A 3" NPT EMERGENCY VENT FITTING PER NFPA 30 o LASS +] r6 I$I WITH VENT CAPS (OFY B J" NET FUEL FILL FITTING W'TH A 5 GAL SPILL BOX AND 95% OVERFILL PREVENTION VALVE •� Jl ,7 I rI 1- 1 C 2" NP1 FUEL LEVEL GAUGE FITTING 'N/ DIRECT q,a I I �21 READING MECHANICAL GAUGE ^ r 4 BOLE. EARRIAGV FI12.13 X 3 00", 4 NUT, SPRING 1114-20 MINI 1t71NC 1 COWL ING. FULL PIP[ ;'NI TCH. FUEL IN BASIN TOP MTD 2" 20H I GAUG E. ADJ FUEL LEVEL 2 DECAL, NI -PA 704 I GAUGE, AD_I FUEL LEVEL I. VALVE. OVERFILL PREVENTION ,1228-03-2 I BRACKET 2 CAP. CMERGEN--Y VENT (3 IN NPII I 76EL, SINGLE SIDE SERVICE 4 WASHER,PLAIN WASHER. PLAIN, 281 IOX 6251N !JD PLUG, PIPE I2-NPTF, d NUT, HER. I/2-!3 4 BOLT, HEX CAP f114-20 X 112") GR5 TABLE ALL UPDATES MUST BE MADE IN THE ASSEMBLY D 2" NPF NORMAL VENT FITTING W I r R MUSHROOM VENT CAP AND 15' RISER FOR REMOVABLE E- 112" NOT FITTING ENGINE S!IPPLY DIP TUDE f3/8" NET WITH CHECK VALVE) F 112" NPT FITTING OR REMOVABLE FUEL RETURN DIP TIAE i31°v" NPT F E M A L E I G 2" NPT ADD IIIONAt FITTING FOR OP1101•IAL ACCESSORY (INSTALL $TELL. 2,, NET PIPE PLu(-, y H 2" NPT FUEL LEVEL SEN? N+: UNIT N 2" NPT FOR FUEL IN BASIN SWITCH P 2' MPT FITTING FOR HIGH FUEL- LEVEL ALARM SNITCH (SET AT 9Ux FULL, SILICONE PACKED) ALL FITTINGS IN$TALLED BY SUPPLIER BAFFLE TO SEPARATE HOT .AND COLD SIDE +)F TAN'r IT "� 2 MATERIAL,JL. COVER 7GA INNER TANK (END>, SIDES, BU[TOM, BAFFLE), 10 GA 6 REQUIRED LABEI,'a RAILS, END CHANNELS & GUSSETS, 7 GA - UL LABEL OR cUL LABEL OUTER TANK BOTTOM, 10 GA -"GENERAL" SERIAL NO LABEL (WITH SERIAL NO AND KOHLER PART NO 1 3 EXTERIOR PRIME OR PAINT BLACK PER 6.57 -ATMOSPHERIC TANK WARNING LABEL 4 TANK WEIGHT.. .451 KG (995 _BSI -EMERGENCY VENT LABEI. 5 THIS FUEL TANK IS DESIGNED TO SUPPORT A -PORT IDENTIFICATION LABELS GENERATOR SET. -SINGLE SIDE SERVICE LABEL 6 FITTING) "E" & "1'" TO BE PLUGGED 'NITH PLASTII 9 TANK CAPACITY 562 L [148 GALI SHIPPING PLUMS, 1.10 CONTAINMENT 135% 7 EACH TANA TO BE PACKAGED AS A SEPARATE UNIT II TANK EMERGENCY VENTING (APAC1T'f, -11,;56 CFH It oAFE FILL HEIGHT ('WHERE .APPLICABLE) 431 8 111 001 WELD SPEC: &T S AT&TWEL WELD PER WELD SPECIFIC ATION 7 5 1-36 WELDING OF PRODUCTS15-30 n1 �15 f GESTED LOCATH)N 'NARN!NG LABEL FATE TANK TIER IV AEr h+7E wtwfosr,r e�c°. u�,..,., rc. REViSiO. LEVEL BY 4t�.,; „[tW[Wt IC•f+f1�M,S P'-k ,.�[E;1�R,rf ltr.l a . 1 r, % I.sw KOHLER CQ PowcR s,sumS. ROHLER • 4101. h 5 Eh 15 4A Fti,V, t1 PFstf� A.� `I •.�. •. II0LER f0 ],,It.. "kh,ems{9[ 9 i IMLE1 C "HIS nF e nu,e •.. 1eai. �.�. al ., .-•1 SKID/STATE TAN(, 148 GAL, USTSC �,CDI GM98903 D -t1-IS Ktr' pRFIIrMG tcflrl;rli :Ps A 8 ] i•ti ]•r,•li IA 41 pPhATED FAMILY G1l'011! YDTL. lCi1519db1 tD-at Gliih filA tl1 fA5 SAI14A4 1111cFftQII51 AMA f81:ac,fla lftgpy,",pl,. — 4 1 3 1 2 1 I KOHLER 30KW GENERATOR SPECIFICATIONS SCAT F: NTS c g at&t I= Mobility I a TILLMAN A v `o ENERGY HOLDINGS N KGPCO 3305 MN-60 FARIBAULT, MN 55021` OFFICE: (507) 334-2268 aRAMAKER2 & ASSOCIATES, INC. 1 Er O1'4 FMFa LC)YEF 01,VNFD 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com Sauk C ity, VII WdImar, N'IN WoOddlff Lctke, NJ Sayamon, PR s hereby cert,Iv that this plan set was prepared try me or under my direcr supervision and that I am a duly Ucensed Professional Engineer under the laws of the State of W,,hin gton, SKON,:'9 IU;47 AL 0 103105120 JIFINAL CONSTRUCTION DRAWINGS A 02110/20 PRELIMINARY CONSTRUCTION DRAWINGS )VARKI DATE DESCRIPTION ISSUE PHASE FINAL ISATE SUED 03/05/2020 PROJECT TITLE PUDGET DRIVE A FA ID# 10092667 1419 9TH AVENUE NORTH EDMONDS, WA 98020 SNOHOMISH COUNTY SHEET TITLE o KOHLER 30KW GENERATOR SPECIFICATIONS SCALE: NONE SHEET F—_ /I J NUMBER L `T L E N v m 0 N O N O 0 Y u m u r U 6� N ❑ U a nz 0 `w U OI SHOWN WITH DOOR q r ...t.l r r�l• :•I.. •:! Sw' SCH NAT 171{r' as. •. I ., xl S+ AMPS I P.I.. I,— =t --• _U.. ' I � I 1 rn YY +f, j-I r 4 I 1 — — —LOAD ' lil • rj;• • ,•vj is i!ly . I• '�: 4 j1 - hEv I� i -- r—A w ` L --w I Pt -_. + i 6�•q• 1 i' • f,— INNER DOOR SHOWN inT �, v,%.I, r F. v•?, j BOTH DOORS REMOVED EXTERIOR DOOR REMOVED _'•I;. n,-Y 4 TO SHOW INTERIOR (EMERGENCYI / GI !" • 5 1 U 1 11 i�lR•3iy ._ 0 IP, �n .., `+n _tj1: 1L Nr••- I �I lri 1 ^_f, �•i, !! F_f l f I § him' I' I; A- 3EV l .IFk1 h .1 KO.HLER ATS SPECIFICATIONS 0 SCALE: NTS W �%�mwo' at&t �Mobility TILLMAN ENERGY HOLDINGS KGpc0 a 0 g 3305 MN-60 FARIBAULT, MN 55021 OFFICE: (507) 334-2268 JaRAMAKER, & ASSOCIATES, INC. 6 I bll•''n EMPLOYEE QWNFr% 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com Saul< City, NJI • Willmar; MN Woodcliff NJ _ Bayamon, PR CertafraMn C Seal: O hereby certify that this plan set via, prepared by me or under direct super on and that I am —July Lcensed Professional Engine under the laws of the state of Wa,� u SKO�J `v rR��i ►�rC �' e Q �� ,r 114547 rSTLt NAL n QNORMALI p 03/OS/20 FINAL GONSTRUGTION DRAWINGS A 02/10/20 PRELIMINARY CONSTRUCTION DRAWINGS WAXI DATE DESCRIPTION ISSUE PHASE FINAL DATE ISSUED 03/05/2020 PROJECT TITLE: PUDGET DRIVE FA I D# 10092667 1�4 R.VE N lia, , KQH�ER CID PRO-E _ i PROJECT INFORMATION: I ! 1• .r�. ��iw ([T7+ldif{ - ': ' 1419 9TH AVENUE NORTH t 'C! _P 71.N S Ilvl:i'.,f: {LIr14U'II m 6+ :95•:VC wfi 4: +I 10.16 •¢r 4t•;fn d'd•�•4:' " ; EDMONDS, WA 98020 g `.. 'r• r>s.ri:s=. uul. AlAT_icZu57T_, _ _ — i`l l' .•s •: •; .. DIMENSION PRINT SNOHOMISH COUNTY fl ,! k! SHEET TITLE: o ADV-8638 D KOHLER ATS SPECIFICATIONS SCALE: NONE SHEET NUMBER L ✓ U o� �m Eo62 N I D I M- IBI I A I M LEFT SIDE VIEW 8 7 1 6 FRONT VIEW BOTTOM VIEW l 1 6 [0 43i KNOCK -OUT F( APPL.roN Mout PATTE[ 10 4�r, KNOCK -OUT FC APPLETON MOUP PATTEF 5 1 4 ON RIGHT SIDE OF ENCLOSURE RIGHT SIDE VIEW [�6 I KNOCK•OIJT APPLETON MI PAT [0 KNOCK -OUT APPLETON MI PAT [f hNOCK-OUT APPLETON MI PAT 5 T 4 K,0HLER CAMLOCK 5PEOffICATION I SCALE: r1T5 ' I 2 3 at&t Mobility TILLMAN A& 0 ENERGY HOLDINGS ' C' KGPCo .) 3305 MN-60 FARIBAULT, MN 55021 c OFFICE: (507) 334-2268 aRAMAKER1 & ASSOCIATES, INC. EMr-1,0VEE OWNED 855 Community Dr, Sauk City, WI 53583 608-643-4100 www.Ramaker.com Saul: City, Nll 4Villmz,l, MN Woodcliff Lake., NJ • Baymnon, PR Cnc>"b� : XA. I hereby cerdly that this plan set was prepared by me or under ,sect sq— on and Heat 1 am a duly L,cense.I Professional Enq, e under the laws of the 5tate of N'ash,ngto N O SKOA1. WAs��� � u r 0 B mitts rrST1:►��� �� p�D N SIONAL u z 0 03/05/20 1 FINAL CONSTRUCTION DRAWINGS A 12111120 1 PRELIMINARY CONSTRUCTION DRAWINGS 1.IIWiC DATE IDESCRIPTIONISSUE q PHASE FINAL IDATE s SUED 03/05/2020 14 PROJECT TITLE: PUDGET DRIVE A FA I D# 10092667 ■■v ", ,"' I„x. KOMLER CQ METRIC FRG s 1=r` ' POx(A S,ST[ S 0.LEA S)eaa V S r PROJECT INFORMATION: ' i }qr ul nrm �RppZs r.lire uusiw� to i �ei`ucinr ircA P+ "�"ttA `0 1419 9TH AVENUE NORTH �xeus x r 0mg[ rivx wH iC.11{� CO �, a an;HTs or m 4[u6N va , ttlone>, xtt "Ic W0 EDMONDS, WA 98020 0 2901-11 BOX, GENERATOR CONNECTION SNOHOMISH COUNTY SHEET TITLE:"MOM91392 D KOHLER CAMLOCK $ i I SPECIFICATIONS 3 SCALE: NONE 0 E NUM 44887 NUMBER