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HomeMy WebLinkAboutLAG2019-002 - Amendment - #1 - VB Run LLC - Updating the Site Plans on Existing Lease - 04/21/2023 FOR CITY OF KENT OFFICIAL USE ONLY Sup/Mgr: Agreement Routing Form DirAsst: • For Approvals,Signatures and Records Management Dir/Dep: KENT This form combines&replaces the Request for Mayor's Signature and Contract Cover (optional) WASHINGTON Sheet forms. (Print on pink or cherry colored paper) Originator: Department: Cheryl Rolcik-Wilcox Public Works Date Sent: Date Required: c 04/07/2023 04/14/2023 QAuthorized to Sign: Date of Council Approval: Q �✓ Mayor or Designee 04/02/2019 Budget Account Number: Grant? YesE NoF-1 Budget? Yes E]No Type: N/A Vendor Name: Category: VB Run LLC Lease Vendor Number: Sub-Category: Amendment 0 w Project Name: Amendment to Lease cProject Details: Updating the site plans-no change to rent or any other terms, c etc. 40 c (11.111 Agreement Amount: Basis for Selection of Contractor: E *Memo to Mayor must be attached i Start Date: Termination Date: lm a Local Business? Yes F]No*If meets requirements per KCC 3.70.100,please complete"Vendor Purchase-Local Exceptions"form on Cityspace. Business License Verification: ❑Yes In-Process F1 Exempt(KCC 5.01.045) Authorized Signer Verified Notice required prior to disclosure? Contract Number: Yes ✓❑No LAG2019-002 Comments: a Mayor Ralph - Please sign page 4 of this packet. Thank you! Cheryl R-W LIM � c a Date Received:City Attorney: 4/7/23 Date Routed:Mayor's Office 4/7/23 6ity Clerk's Office 4/21/23 adccW22373_7_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20221201 DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 FIRST AMENDMENT TO LEASE AGREEMENT THIS FIRST AMENDMENT TO LEASE AGREEMENT (this "Amendment"), dated as ofthis 21st day of April ,20 23(the"Effective Date"),by and between City of Kent(the"Landlord"),and VB RUN,LLC,a Delaware limited liability company(the"Tenant"), recites and provides: RECITALS WHEREAS, Landlord is the fee owner of certain real property located in King County, Washington, as more particularly described on Exhibit A (the "Property"). WHEREAS, Tenant, by way of assignment, is the tenant under that certain Lease Agreement by and between Landlord and Sprint Spectrum L.P., dated as of April 8, 2019 (as previously assigned and as further amended herein, the "Lease"). (the "First Amendment" and together with the Original Lease, as assigned and as further amended herein, collectively, the "Lease"). WHEREAS, Landlord leases to Tenant a portion of the Property, as more particularly described on Exhibit B (the "Premises") and may access that portion of the Property as depicted on the attached Exhibit C. WHEREAS, Tenant owns, operates, and maintains one or more wireless communications towers, equipment, shelters, and other associated improvements on the Premises, are more particularly described on Exhibit D ("Improvements"). WHEREAS, Landlord and Tenant now desire to amend the Lease as more particularly provided below. AGREEMENT NOW, THEREFORE, in consideration of the mutual agreements set forth below and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows. 1. Defined Terms; Recitals. Capitalized terms used but not defined herein shall have the meanings given to such terms in the Lease. The recitals set forth here and above are true and correct in all respects and are incorporated herein by reference. 2. Improvements. The Lease is hereby amended such that the Improvements shall be deemed as depicted on Exhibit D attached hereto and by this reference made a part hereof. For the avoidance of doubt, all references to the wireless communications facilities and Improvements described in the Lease shall be replaced with Exhibit D of this First Amendment. 1 Site Name: SE60XC302 Site Number:US-WA-5145 DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 3. Notices. All notices under the Lease shall be delivered by Federal Express, or US certified mail return receipt requested, and addressed to: If to Tenant: VB RUN, LLC c/o Vertical Bridge REIT, LLC 750 Park of Commerce Drive, Suite 200 Boca Raton,Florida 33487 Attention: General Counsel Ref: US-WA-5145 If to Landlord: City of Kent Attn: Property Management 220 4th Avenue S. Kent, WA 98032 4. Representations of Landlord. Landlord warrants and represents that: (i) it is the owner in fee simple of the Premises; (ii) it alone has full right to lease the Premises on the terms of the Lease, as amended; and (iii) it has the full authorization and authority to execute this Amendment. 5. Counterparts/Digital Signatures. This Amendment may be executed in counterparts with the same effect as if both parties hereto had executed the same document. Both counterparts shall be construed together and shall constitute a single document. Delivery of a copy of this Amendment bearing an original signature by facsimile transmission, by electronic mail in "portable document format" (".pdf') form, or by any other electronic means intended to preserve the original graphic and pictorial appearance of a document,will have the same effect as physical delivery of the paper document bearing the original signature. For the purposes of this section, "original signature"means or refers to a signature that has not been mechanically or electronically reproduced. 6. Ratification. Except as amended and modified herein, the Lease is ratified and confirmed in all respects and shall continue in full force and effect. In the event of any dispute between the terms of the Lease and this Amendment, the terms of this Amendment shall govern and supersede those set forth in the Lease. The remainder of this page is intentionally blank;signature page follows.] 2 Site Name: SE60XC302 Site Number:US-WA-5145 DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 IN WITNESS WHEREOF, the parties hereto have executed this Amendment as of the Effective Date. LANDLORD: City of Kent By: — — — Name: Dana Ralph Title: Mayor [Landlord's Signature Page to Amendment] Site Name: SE60XC302 Site Number:US-WA-5145 DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 TENANT: VB RUNa��LCbY: By. ;e7ralm" M 6. Giw, t r m Na T finder Title: VP and Associate General Counsel [Tenant's Signature Page to Amendment] Site Name: SE60XC302 Site Number:US-WA-5145 DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 Exhibit A Description of the Property (Parent Parcel) The East 264 feet of the North half of the Northwest quarter of the Southeast quarter of the Southeast quarter of Section 17, Township 22 North, Range 5 East, W.M., in King County, Washington; Together with an easement for roadway purposes over, under and upon the following described property: The South 20 feet of the North 155 feet of the North half of the Northwest quarter of the Southeast quarter of the Southeast quarter of Section 17, Township 22 North, Range 5 East, W.M., in King County,Washington; EXCEPT the east 264 feet thereof. Situate in the County of King, State of Washington. Site Name: SE60XC302 Site Number:US-WA-5145 DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 Exhibit B Legal Description of the Premises THAT PORTION OF THE EAST 264 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 9.00 FEET IN WIDTH, 6.50 FEET WESTERLY AND 2.50 FEET EASTERLY OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF SAID EAST 264 FEET; THENCE ALONG THE WEST LINE THEREOF, S01°03'11"W 124.00 FEET; THENCE S88056'49"E 6.50 FEET TO THE POINT OF BEGINNING; THENCE S01°03'11"W 30.97 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE, SAID POINT HEREINAFTER REFERRED TO AS POINT"A'. AND A STRIP OF LAND 5.00 FEET IN WIDTH, 2.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT AFORESAID POINT "A"; THENCE S01°03'11"1111 167.02 FEET; THENCE S88`39'38"E 119.00 FEET; THENCE N01°03'11"E 51.17 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE, SAID POINT HEREINAFTER REFERRED TO AS POINT"B". AND A STRIP OF LAND 21.00 FEET IN WIDTH, 6.00 FEET WESTERLY AND 15.00 FEET EASTERLY OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT AFORESAID POINT "B"; THENCE N00°02'28"E 30.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. THE SIDELINES OF SAID STRIP OF LAND SHALL BE EXTENDED OR SHORTENED AS REQUIRED TO EXTEND AT ANGLE AND END POINTS. CONTAINING 2,595 SQUARE FEET, MORE OR LESS. Site Name: SE60XC302 Site Number:US-WA-5145 DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 Exhibit C Legal Description of Access to Premises THAT PORTION OF THE EAST 264 FEET OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 16.00 FEET IN WIDTH, 8.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF SAID EAST 264 FEET; THENCE ALONG THE WEST LINE THEREOF, S01°D'11"W 144.69 FEET TO THE POINT OF BEGINNING; THENCE S86°43'31"E 94.11 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A"; THENCE CONTINUING S86°43'31"E 2.00 FEET; THENCE S00°02'28"W 100.50 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "B"; THENCE CONTINUING S00°02'28W 23.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. AND A STRIP OF LAND 20.00 FEET IN WIDTH, 10.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT AFORESAID POINT "A"; THENCE N00002'28"E 32.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. AND A STRIP OF LAND 46.00 FEET IN WIDTH, 23.00 FEET ON EACH SIDE OF THE F0 1 C)WlKir_ nFCrRIRFn rr:KITr:Pl IAIG• 93EC-! IN!Nr-' AT ACr)DCCA1M OnIPIT "Q"- THENCE S89'57'32"E 53.00 FEET TO THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. THE SIDELINES OF SAID STRIP OF LAND SHALL BE EXTENDED OR SHORTENED AS REQUIRED TO EXTEND AT ANGLE AND END POINTS. CONTAINING 6,064 SQUARE FEET, MORE OR LESS. Site Name: SE60XC302 Site Number:US-WA-5145 DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 Exhibit D Installation See attached Site Name: SE60XC302 Site Number:US-WA-5145 DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 rr sMobile ■ SITE NUMBER: SE04724A O VERTICAL BRIDGE # US-WA-5145 SITE NAME: NE HILL KENT - KENT PUBLIC WORKS DEPT SE60XC302 SITE LOCATION: 0 11302 SE 236TH PL LAT: 47°23'23.41"N (47.3898350 N) KENT, WA 98031 LONG: 122011'23.65"W (122.189904° W) 0 - _ PROJECT CONTACT LIST DRAWING INDEX APPLICANT: PROPERTY OWNER: DWG.NO. DESCRIPTION I°nSdwm■ T-1.0 TITLE SHEET •,:4�6s?` .p° "� T-MOBILE USA,INC. CITY OF KENT 19807 NORTH CREEK PKWY N 220 4TH AVE S G-1.0 GENERAL NOTES BOTHELL,WA 98011 KENT,WA 98032 A-1.0 SITE PLAN snl�eying u 4 ' - tr°ce a lenl rs°� " " ¢ n�wae T^.n� PHONE: (425)641-1140 A-2.0 ENLARGED SITE PLAN Engineering _ ■ STRUCTURE OWNER: LDC I Planning .' .,. _ e �,� A-2.1 ANTENNA CONFIGURATION PLAN a; ••' ur„q c PROJECT CONSULTANT: VERTICAL BRIDGE A-3.0 ELEVATIONS _ r v a".by BmI•°, A = LDC,INC. CONTACT:TIFFANY McCLURG olai°a,�°°,,,,°NE 18 -I PI S,#101 A-4.0 SITE PLAN LAYOUT weal°me,wA9°mz Kem wnxaao 20210142NDAVENE A-4.1 CABINET DETAILS .LD«°P.°ms'c °n a i dP �"9d0""Wa� F1 a � WOODINVILLE,WA98072 PROJECTMANAGER: dR2�8 A-4.2 CABINET DETAILS .. •..• T-MOBILE USA,INC. s _ PROJECT ARCHITECT: CONTACT:DANIELLE SIERRA A-5.0 EQUIPMENT DETAILS LDC,INC. EMAIL: Danielle.Costa@t-mobile.com A-5.1 EQUIPMENT DETAILS DATE: 1-20-21 CONTACT:RICHARD B.HALL,AIA A-5.2 EQUIPMENT DETAILS DRAWN BY: MAZ CONSTRUCTION MANAGER: A-5.3 EQUIPMENT DETAILS ........ condn. � PHONE:(425)806-1869 CHECKED BY: RBH EMAIL:rhall@ldccorp.com LDC,INC. A-5.4 EQUIPMENT DETAILS ~ n a Y CONTACT:WALT DARBY A-6.0 SIGNAGE DETAILS PROJECT a SITE ACQUISITION: PHONE:(425)279-3533 S-1.0 STRUCTURAL GENERAL NOTES SUBMITTALS PROJECT H•�-�. •�"" LDC,INC. EMAIL: wdarby@ldccorp.com S-1.1 SCHEDULE OF SPECIAL INSPECTIONS yn g '' 4 REV DATE I 1 PRELIMINARY-DESCRIPTION BY MAZ n'+ '~ CONTACT:RICK CARDOZA 2 1-27-1 FINAL ZONING DRAWINGS PPK Pnce..cvun Otmeens nca 3 ; S-2.0 STRUCTURAL REFERENCE PLAN c PHONE:(206)713-1626 6 1 AAP1'nMa K"Fam Hill Noruryv S-2.1 STRUCTURAL GEN NOTES&STRUCTURAL DETAILS 3 2-11-1 PRELIMINARY CONSTRUCTION PPK a EMAIL:rcardoza@ldccorp.com w _ A 4 3-26-21 FINAL CONSTRUCTION PPK R i a,sr SE24mK, M-1.0 GENERATOR SPECIFICATIONS 5 412-21 RFCD:SITE ACO COMMENTS ML Ar6w Hm91°36D. 9A- 9Ch6� 6 3-31-21 RFCD:UPDATE STRUCT SHTS AAL rc:Q �B•.elval°q M-2.0 GENERATOR SPECIFICATIONS M-3.0 GENERATOR SPECIFICATIONS RF-1.0 RF PLUMBING DIAGRAM RF-1.1 SFP DETAIL VICINITY MAP GENERAL LOCATION MAP E-1.0 ELETRICAL SITE PLAN 8828 REGISTERED NOT TO SCALE NOT TO SCALE E-2.0 SCHEMATIC GROUNDING PLAN ARCHITECT E-2.1 ELECTRICAL DIAGRAMS DRIVING DIRECTIONS DISCLAIMERS PROJECT INFORMATION E-2.2 ELECTRICAL DIAGRAMS RICHAR ALL FROM T-MOBILE BOTHELL OFFICE: DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL E-3.0 GROUNDING DETAILS STATE OF WASHINGTON DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND CODE INFORMATION: EXPIRES:8-20-z1 y f • USE THE RIGHT 2 LANES TO TURN RIGHT ONTO NE 195TH ST OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE ZONING CLASSIFICATION: SR-6(SINGLE FAMILY) • USE THE LEFT 2 LANES TO TURN LEFT ONTO THE INTERSTATE SUPERSEDED BY THE LATEST REVISION. BUILDING CODE: IBC 2018 LEGAL DESCRIPTION 405 S RAMP TO RENTON CONSTRUCTION TYPE: 116 E 264 FT OF N 1/2 OF NW 1/4 OF SE 1/4 OF SE 1/4 MERGE ONTO 1-405 S LDC TAKES NO RESPONSIBILITY FOR ADEQUACY OF TOWER OCCUPANCY: U,S-2 PLAT BLOCK:184 APPROVAL STAMP TAKE THE EXIT ONTO WA-515 S/TALBOT RD S MOUNTS FOR EXISTING OR PROPOSED LOADING.CONTRACTOR JURISDICTION: CITY OF KENT PLAT LOT:172205 • PROPOSED BUILDING USE: UNMANNED TELECOM TURN LEFT ONTO SE 232ND ST AND MOUNT MANUFACTURER TAKE FULL RESPONSIBILITY FOR • TURN RIGHT ONTO SE 232ND ST MOUNTING PRODUCTS USED&THEIR ADEQUACY.MOUNTS SHOWN SITE LOCATION(Ni TURN RIGHT ONTO 110TH AVE SE IN DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. LATITUDE: 472323.41"N (47.389835°N) UTILITY COMPANIES • TURN RIGHT ONTO 112TH AVE SE E • TURN LEFT ONTO SE 236TH PL LONGITUDE: 122°11'23.65"W (122.189904°W) TOP OF STRUCTURE: 629.60'±AMSL 130.9'AGL POWER: FIBER: BASE OF STRUCTURE: 498.7'±AMSL 0.0'AGL PUGET SOUND ENERGY TBD PHONE:(888)225-5773 PROJECT LEASE AREA: PARCEL NUMBER: SITE o N/A 1722059184 SE04724A E NEW IMPERVIOUS AREA: AREA OF PARCEL: NE HILL KENT- KENT PUBLC WORKS DEPT 45 SF 2 ACRES PROJECT DESCRIPTION SE60XC302 DOCUMENT REVIEW SIGN OFF 11302 SE 236TH PL GENERAL INFORMATION: T-MOBILE PROPOSES TO REPLACE(6)ANTENNAS,(6)RRUS KENT,WA 98031 o APPROVED BY DATE SIGNATURE APPROVED BY DATE SIGNATURE 1. PARKING REQUIREMENTS ARE UNCHANGED. AND CABLES,REPLACE ANTENNA MOUNTS WITH PLATFORM, PROJECT MANAGER RF ENGINEER 2. TRAFFIC IS UNAFFECTED. REPLACE 2 EQUIPMENT CABINETS ON EXISTING PAD, 3. SIGNAGE IS UNAFFECTED. REPLACE LP GENERATOR WITH DIESEL GENERATOR ON SHEET TITLE SITE ACQUISITION OPERATIONS MANAGER LARGER PAD,ADD(6)JUNCTION BOXES AT ANTENNAS,ALL TITLE SHEET ZONING DEVELOPMENT MANAGER PROPRIETARY INFORMATION WITHIN EXISTING FENCED COMPOUND. CONSTRUCTION MANAGER REGULATORY THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION i CONSTRUCTION MANAGER DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE SHEET NUMBER OTHER THAN THAT WHICH RELATES TO T-MOBILE USA,INC.SERVICES IS REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH STRICTLY PROHIBITED. T-� •O REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 GENERAL NOTES: ABBREVIATIONS: 1. THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. AFF ABOVE FINISHED FLOOR JT JOINT AFG ABOVE FINISHED GRADE LAM LAMINATED ■ 2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION(NO HANDICAP AFS ABOVE FINISHED SLAB LF LINEAL FOOT ACCESS IS REQUIRED) ALUM ALUMINUM MANUF MANUFACTURER AB ANCHOR BOLT MAX MAXIMUM 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION,APPROXIMATELY 2 TIMES PER L ANGLE MECH MECHANICAL MONTH,BY T-MOBILE TECHNICIANS. ARCH ARCHITECTURAL MH MANHOLE BTS BASE TRANSMISSION SYSTEM MM MILLIMETER 4. NO NOISE,SMOKE,DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. BLDG BUILDING MIN MINIMUM BM BEAM M MISCELLANEOUS 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. BOT BOTTOM MPH MILES PER HOUR B.O. BOTTOM OF MTL METAL 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST BOC BOTTOM OF CONCRETE NIC NOT IN CONTRACT O VERSION. BOIS BOTTOM OF STEEL NOM NOMINAL CJ CONTROL JOINT NTS NOT TO SCALE 7. THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF rL CENTER LINE OC ON CENTER THE WORK REQUIRED BEFORE BID SUBMISSION.NO COMPENSATION IN ANY FORM WILL BE PAID FOR CLG CEILING OD OUTSIDE DIAMETER EXPENSES RESULTING FROM FAILURE TO DO SO. CLR CLEAR OH OVERHEAD CMU CONCRETE MASONRY UNIT OPNG OPENING 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE COL COLUMN OPP OPPOSITE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION CONC CONCRETE PCs PERSONAL COMMUNICATION SYSTEM MANAGER. CONST CONSTRUCTION R PLATE CONT CONTINUOUS PR PAIR ■ 9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, CTR CENTER PSI POUNDS PER SQUARE INCH ELECTRICAL LINES,AND ANTENNA CABLES. DIA/0 DIAMETER PSF POUNDS PER SQUARE FOOT DTL DETAIL PT PRESSURE TREATED ■ 10. ROUTING OF ALL CONDUITS,CABLES,CABLE TRAYS,ETC.IS INDICATED AT PROPOSED LOCATIONS ONLY. (E) EXISTING RAID RADIUS CONFIRM THE EXACT ROUTING WITH THE ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF EA EACH RD ROOF DRAIN WORK. EJ EXPANSION JOINT REINF REINFORCED/REINFORCING Emm ELEC ELECTRIC/ELECTRICAL REQ'D REQUIRED 11. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE EL ELEVATION RM ROOM PRE-CONSTRUCTION CONDITION OR BETTER. EQ EQUAL R/W RIGHT OF WAY EW EACH WAY SCHED SCHEDULE 12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP.PROVIDE A MINIMUM OF 72 EXP EXPANSION SECT SECTION HOURS NOTICE TO CONSULTANT. EXT EXTERIOR SF SQUARE FOOT Surveying FD FLOOR DRAIN SIM SIMILAR En ineerin 13. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE FHFB FLEXI RRH 4-PIPE 1900 SO FT SQUARE FOOT L D C Planning g CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE FIN FINISH SS STAINLESS STEEL CONSTRUCTION MANAGER. FIN FLR FINISH FLOOR STD STANDARD xon0 uz dne ae NF 1851 Cenhal PI5,H 01 FLR FLOOR STL STEEL —di.Alle,WA930n K twAv3030 14. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF FSMF FLEXI MULTIRADIO SYSTEM MODULE STRUC STRUCTURAL aa.les0 w.LDC o P.+v,FF Fazs.+exza WORK AND ACCEPTANCE.PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT FTG FOOTING TEMP TEMPORARY THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. GA GAUGE THK THICK GALV GALVANIZED TMA TOWER MOUNTED ANTENNA DATE: 1-20-21 15. PROVIDE T-MOBILE WITH A WRITTEN WARRANTY,EFFECTIVE FOR ONE YEAR AFTER DATE OF GYP GYPSUM T.O. TOP OF DRAWN BY: MAZ ACCEPTANCE.FOR THE COMPLETE INSTALLATION REPAIR OR REPLACE ANY DEFECTS ARISING DURING GB GYPSUM BOARD TOS TOP OF STEEL CHECKED BY: RBH THIS PERIOD AT NO EXTRA COST TO T-MOBILE. HM HOLLOW METAL TOC TOP OF CONCRETE HOR HORIZONTAL TYP TYPICAL 16. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT WRITTEN APPROVAL HR HOUR LINO UNLESS NOTED OTHERWISE SUBMITTALS FROM THE CONSULTANT.FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING HT HEIGHT VERT VERTICAL REV DATE DESCRIPTION BY THE INSTALLATION AT THEIR EXPENSE. HVAC HEATING VENTILATION AIR CONDITIONING W/ WITH 1 1-20-21 PRELIMINARY ZONING DRAWINGS MAZ INSUL INSULATION WWM WELDED WIRE MESH 2 1-27-21 FINALZONING DRAWINGS PPK 17. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES,REGULATIONS AND SAFETY INT INTERIOR 3 2-11-21 PRELIMINARY CONSTRUCTION PPK REGULATIONS,ALL OSHA REGULATIONS,ALL PUBLIC AND MUNICIPAL AUTHORITIES,AND ANY UTILITY 4 3.26-21 FINAL CONSTRUCTION PPK COMPANIES'REGULATIONS AND DIRECTIVES. s a-12-21 RFCD:SITE ACQ COMMENTS AAL S 0-31-21 RFCD:UPDATE STRUCTSHTS AAL 18. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK.EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD.THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE.ANY i MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DO NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE 882E REGISTERED INTENT OF THESE DOCUMENTS. ARcxlrec; i 19. VERIFICATION THAT EXISTING 130.9'MONOPOLE CAN SUPPORT THE PROPOSED ANTENNA,COAX AND RICHAR ALL ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. STATE OFWASHINGTON 20. ANTENNA AZIMUTHS SHOWN ON THESE DRAWINGS ARE BASED ON TRUE NORTH.ALL AZIMUTHS MUST BE EXPIRES:8-20-21 d VERIFIED WITH THE CORRECT SMR PRIOR TO CONSTRUCTION. APPROVALSTAMP LEGEND AND SYMBOLS: CHAIN LINK FENCE x —x CEDAR FENCE il----------0— POWER P UNDERGROUND POWER UGP E TELCO T UNDERGROUND TELCO UGT OVERHEAD POWER O� BOUNDARY -- SITE o CENTERLINE — SE04724A E NE HILL KENT- REVISION BUG KENT PUBLC WORKS DEPT SE60XC302 N 11302 SE 236TH PL ELEVATION PROPOSED ELEVATION KENT,WA 98031 0'-0"AGL DETAIL NUMBER Xe SHEET TITLE SHEET NUMBER f„?' GENERAL NOTES SECTION NUMBER o Call 2 Business Days Before You Dig SECTION CUT 1-800-424-5555 SHEET NUMBER SHEET NUMBER Utilities Underground Location Center (MOWANA,WASHINGTON) G 1 O DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 ZONING: I V45'E - - - - SR-6(SINGLE FAMILY) ®■ I I I L I I 3831200120 O 3831200100 3831200110 (E) PROPERTY LINE - - ZONING: ■ X SR-6(SINGLE FAMILY) 1722059049 ZONING: FE SR-6(SINGLE FAMILY) x I BUILDING 1722059184 I W 2 BUILDING 2 J J X $urVeying EXISTING 2E Engineering WATER ¢ LDC Planning I a W y TANK � �- wooemdne xem OU X .0102nd Avenue NF 1851 Central Pl S,X'01 — — — — WZS dnNeIfi9 WA980R Ken4Wss9802—Z I —DC—P.. �Q SE 236TH PL N Q DATE: 1-20-21 - - x DRAWN BY: MAZ EXISTING SITE ACCESS CHECKED BY: RBH - ZONING: SR-6(SINGLE FAMILY) SUBMITTALS X REV I DATE I DESCRIPTION BY - I PROPOSED T-MOBILE ANTENNA MOUNTED 1722059051 2D=' PRELIMINARY ZONING DRAWINGS MA aON AN EXISTING 130.9'MONOPOLE 2 1-27-21 FINALZONING DRAWINGS PPK * EXISTING SITE I 3 2-11-21 PRELIMINARY CONSTRUCTION PPK 4 3.2E-21 FINAL CONSTRUCTION PPK ___ ACCESS xl 5 412-21 RFCD:SITE ACQ COMMENTS AAL S S-31-21 RFCD:UPDATE STRUCTSHTS AAL ZONING: SR-6(SINGLE FAMILY) 1 +'T 1722059281 124'-o"t 1 1 131'-o°t 8828 I I ANTENNA SETBACK 1 1 ANTENNA SETBACK REGISTERED ARCHITECT 1 ® 1 ♦ Y I ,� ♦ ALL RICHAR ALL STATE OF WASHINGTON -2.0 +I h O N EXPIRES:8-20-21 z PROPOSED T-MOBILE EQUIPMENT ON EXISTING z PAD WITHIN AN EXISTING FENCED COMPOUND Lu APPROVALSTAMP z _ _ a x x x 77-7 (E) PROPERTY LINE E 3235410130 i SITE E I I 3235410140 �� / NE HILLL KENT- / KENT PUBLC WORKS DEPT N I I E11302SE 236TH PL w 3235410120 KENT,WA 98031 ZONING: SURVEYDISCLAIMER: SR-6(SINGLE FAMILY) PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM SHEET TITLE i PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS.LDC HAS NOT i SITE PLAN COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIM AS - TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. SHEET NUMBER 3 SITE PLAN .� A-1 .0 22"x34"SCALE:V=30' 11'x17"SCALE:1"=60" DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 y °r CONSTRUCTION PLAN KEYED NOTES Ui 20,_0" ��— \�J 15.45°E + EXISTING 130.9'MONOPOLE(TO REMAIN) 3,_8„ 7 2O EXISTING SPRINT T-ARM ANTENNA MOUNT(3 TOTAL BE REMOVED). I 8 O EXISTING SPRINT PANEL ANTENNA(6 TOTAL TO BE REMOVED). O EXISTING SPRINT RADIO UNIT(9 TOTAL @ANTENNA 15 4 TO BE REMOVED) I _" 6 13 I I j (TO BE RELOCATED) 14 O EXISTING 6'-0"HIGH WOOD FENCE SECTION(TO BE REMOVED). O I ` 7O EXISTING 6'-0"HIGH WOOD FENCE(TO REMAIN). 3 ' 4 8O EXISTING ACCESS GATE(TO BE REMOVED). ` C O 1 ■ ' •• .. 7 � O EXISTING SPRINT EQUIPMENT CONCRETE PAD(TO REMAIN). o O % ■ O co 12 1 9 OO o ® 10 EXISTING SPRINT EQUIPMENT CABINET(2 TOTAL TO BE REMOVED). r— —m Oo 00 V: r Oo OO O ' 11 EXISTING ICEBRIDGE(TO REMAIN). OO OO 11 :1 10 I ` yv OO d O O J. • III' O O 12 EXISTING SPRINT HYBRID CABLE(TO BE REMOVED). Em � OO 0 L----4 •" 3.0 ,�" O 0 " II EXISTING UTILITY L, i}j •,.•f4 13 EXISTING UTILITY H-FRAME(TO BE REMOVED). H-FRAME WITH POWER 1 AND METER(TO REMAIN I10 EXISTING UTILITY H-FRAME WITH f "• 14 EXISTING EQUIPMENT ON UTILITY H-FRAME(TO REMAIN). Surveying Surve ' TELCO AND FIBER(TO REM A L 15 L DC Engineering �: EXISTING SPRINT GENERATOR ON CONCRETE PAD • r O Planning(1 TOTAL,TO BE REPLACED). —di II. Kent 1 xO 10142nd Avenue Nr 1851 Central PI S"" 16 PROPOSED T-MOBILE PLATFORM ANTENNA MOUNT(1 TOTAL). _52 W:sddi.AIIIs WA 98- Kent,Wss980Zo mvw.LDCa o.. 1 PROPOSED T-MOBILE AEHC PANEL ANTENNA(TYP 1 PER 1 SECTOR 3 TOTAL SEE NOTE). 5.3 DATE: 1-20-21 a' PROPOSED T-MOBILE FFW-65C-R3-V1 PANEL ANTENNA 2 DRAWN BY: MAZ EXISTING EQUIPMENT ENLARGED SITE PLAN 1 EXISTING ANTENNA ENLARGED SITE PLAN 2 16 (TYP 1 PER SECTOR,3 TOTAL,SEE NOTE). 5.3 CHECKED BY: RBH a 4"SCALE:3/8"=V-0" 11"x17"SCALE:3/16"=1'-0" 22"x34"SCALE:3/8"=1'-0" 11"x17"SCALE:3/16"=1'-0" x _ O PROPOSED T-MOBILE AHFIG RADIO UNIT e4 20' "' NOTE: 19 (TYP 1 PER SECTOR,1 TOTAL). 5.2 SUBMITTALS 16'-4" • RF MODULES ADDED WITHIN CABINET:(2)AMIA,(2) REV DATE DESCRIPTION By 3'_8" Q PROPOSED PER S LE AHLOA RADIO e2 ASIB,(2)ASIK,(3)ABIA,(4)ABIL,(3)ABIC,(1)FSMF 0 1 1-20-21 PRELIMINARY ZONING DRAWINGS MAz UNIT(TYP 1 PER SECTOR,1 TOTAL). 5.2 a /a 25 /// 2 1-27-21 FINAL ZONING DRAWINGS PPK• REMAINING EXISTING SPRINT EQUIPMENT TO S 2-11-21 PRELIMINARY CONSTRUCTION PPK -0" REMAIN OPERATIONAL FOR PROPOSED T-MOBILE 4 aN-21 FINAL CONSTRUCTION PPK 2'-4" 9'-0" USE 5 412-21 RFCD:SITE ACQ COMMENTS AAL ? / 10, PROPOSED T-MOBILE MODULES MOUNTED WITHIN PROPOSED ALL ALL 5 e 31-21 RFCD:UPDATE STRUCTSHTS AaL 22O CABINET(SEE NOTE FOR MODULES&QUANTITIES). x x •• 3'-0" 18 PROPOSED T-MOBILE HCS 2.0(TYP 2 @ ANTENNA,2 3_g 882B ARCHITECT REGISTERED ® Q JUNCTION BOXES @GROUND W/2 HYBRID CABLES). -5.3 19 PROPOSED T-MOBILE 6'-0"HIGH CHAIN LINK FENCE WITH a v( N U7) Q Q A-5.4 RICHAR . ALL 25 // 24 METAL SLATS IN COLOR BROWN. STATE OFWASHINGTON a < _ Q6 PROPOSED T-MOBILE 4'-0"WIDE ACCESS GATE.e m" - ♦ 9 - Q A-5.4 EXPIRES:8-20-21 17 / \ APPROVALSTAMP PROPOSED T-MOBILE 40kW DIESEL GENERATOR 1 1 1 \ 16 Q W/TANK VENT ON CONCRETE PAD(1 TOTAL). 1.0 2.0 3.0 io o • 3 - 30 O o .. PROPOSED T M BILE AT CABINET MOUNTED EXISTING H-FRAME. o O � 1 Q9O S C OU S G Oo Oo E 9 4 f I O O 30 PROPOSED T-MOBILE(2)4"0 SCHD 40 PVC CONDUITS FOR POWER& f', ALARM CONTROL FROM GENERATOR TO ATS. 0 0 31 PROPOSED T-MOBILE PURCELL HPL3 600A DC SITE SUPPORT ALL 1 Oa Oo 11 r y/ .. N o + -4.0 A-4.2 I/ O 31 CABINET(1 TOTAL). SITE 2 O SF O PROPOSED T-MOBILE PURCELL LB3 CABINET ALL 1 QO OO 3.0 1Lry CTOQ 32 (1TOTAL). A-4.0 A-4.3 NESHIOLLKENT- E EXISTING UTILITY :0 1�• N h' 01 H-FRAME WITH POWER I.,.. �OQ ?�2p, KENT PUBLIC WORKS DEPT AND METER(TO REMAIN) O SE60XC302 w G SITE NOTES 11302 SE 236TH PL EXISTING UTILITY H-FRAME WITH TELCO AND FIBER(TO REMAIN) a KENT,WA 98031 o 1. VERIFY ANTENNA MODELS,HEIGHTS&AZIMUTHS. o (M 4 2. ANALYSIS OF MONOPOLE SHALL BE PERFORMED BY OTHERS AND SHEET TITLE 14 STAMPED BY A LICENSED STRUCTURAL ENGINEER. ENLARGED SITE PLAN (RELOCATED) g_g 3. PROPOSED ANTENNAS,EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. SHEET NUMBER 3 PROPOSED ENLARGED SITE PLAN 3 PROPOSED ANTENNA ENLARGED SITE PLAN A /y 4. KEEP ALL EQUIPMENT CLEAR OF CLIMBING LINE.IF SAFETY CLIMB A _2.0 22"x34"SCALE:3/8"=1'-0" 11"x17"SCALE:3/16"=V-0" 22"x34"SCALE:3/8"=1'-0" 11"x17"SCALE:3/16"=V-0" �} LINE IS OBSTRUCTED,SITE MAY REQUIRE MAN LIFT OR CRANE. DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 EXISTING SPRINT ANTENNA CONFIGURATION PROPOSED T-MOBILE ANTENNA CONFIGURATION ANTENNA RAD EQUIPMENT CABLE ANTENNA RAD ANTENNA MECH. EQUIPMENT CABLE SECTOR QUANTITY AZIMUTH ANTENNA MODEL CENTER QUANTITY TYPE QUANTITY TYPE LENGTH SECTOR QUANTITY AZIMUTH ANTENNA MODEL CENTER SIZE TILT QUANTITY TYPE QUANTITY TYPE LENGTH ■ 1 0° 2500 MHZ ANTENNA 129.7' 1 RADIO 1 HYBRID 175' 1 AHLOA 1 1 0° FFW-65C-R3-V1 127.0' 95.9" 4° 1 HYBRID 175' 1 0° APXVBBLL15X-43-C-120 129.7' 1 RADIO 0 HYBRID 1 1 AHFIG ANTENNA RAD EQUIPMENT CABLE 1 0° AEHC 127.0' 38.2" 6° 0 HYBRID SECTOR AZIMUTH ANTENNA MODEL QUANTITY TYPE LENGTH QUANTITY CENTER TYPE QUANTITY ANTENNA RAD ANTENNA MECH. EQUIPMENT CABLE 1 91° 2500 MHZ ANTENNA 129.7' 1 RADIO 1 HYBRID 175, SECTOR QUANTITY AZIMUTH ANTENNA MODEL CENTER SIZE TILT QUANTITY TYPE QUANTITY TYPE LENGTH 2 1 91° APXVBBLL15X-43-C-120 129.7' 1 RADIO 0 HYBRID 1 AHLOA 1 120° FFW-65C-R3-V1 127.0' 95.9" 2° 1 HYBRID 175' SECTOR ANTENNA AZIMUTH ANTENNA MODEL RAD QUANTITY EQUIPMENT CABLE TYPE LENGTH 2 1 AHFIG QUANTITY CENTER TYPE QUANTITY 1 120° AEHC 127.0' 38.2" 4° 0 HYBRID Ir 1 238° 2500 MHZ ANTENNA 129.7' 1 RADIO 1 HYBRID 175' ANTENNA RAID ANTENNA MECH. EQUIPMENT CABLE 3 SECTOR AZIMUTH ANTENNA MODEL QUANTITY TYPE LENGTH 1 238° APXVBBLL15X-43-C-120 129.7' 1 RADIO 0 HYBRID QUANTITY CENTER SIZE TILT TYPE QUANTITY TASK SUBMITTED ON: 1 12/1/2020 3 1 HYBRID 1 175' 1 AHLOA 1 220° FFW-65C-R3-V1 127.0' 95.9" 4° 0 HYBRID 3 1 AHFIG 1 220° AEHC 98.0' 38.2" 6° 0 HYBRID TASK SUBMITTED ON: 12/01/20 j 2 HYBRID 175' 15.45-E+ LDC ISurveying Engineering Planning w°nn Kem = xOxle 142nd dA A .venue NE 1851 Central PIS,HI81 Q Woodinville,WA988R Keno WA 98038 g exsaes.+ees ..,.w.r.DCro o..wn Fas482 a PROPOSED T-MOBILE DATE: 1-20-21 FFW-65C-R3-V1 PANEL DRAWN BY: MAZ EXISTING 130.9' ANTENNA(TYP 1 PER SECTOR, CHECKED BY: RBH 15 O MONOPOLE(TO REMAIN). 3 TOTAL,SEE NOTE). w SUBMITTALS U) EXISTING 130.9' PROPOSED T-MOBILE HCS 2.0 REV DATE I DESCRIPTION BY o MONOPOLE(TO REMAIN). (TYP 2 @ ANTENNA,2 zo-2+ PRELIMINARY ZONING DRAWINGS MAz 3 F JUNCTION BOXES @ GROUND 2 1-27-21 FINAL ZONING DRAWINGS PPK -- W/2 HYBRID CABLES). 4 3.2&21 FINAL CONSTRUCTION PPK 5 4-12-21 RFCD:SITE ACQ COMMENTS AAL / PROPOSED T-MOBILE S &31-21 RFCD:UPDATE STRUCTSHTS AAL AHFIG RADIO UNIT(TYP 1 y � � \ PER SECTOR,1 TOTAL). \ PROPOSED T-MOBILE 882B REGISTERED AHLOA RADIO UNIT(TYP 1 ARCHITECT �Q� PER SECTOR,1 TOTAL). �o Oo PROPOSED T-MOBILE AEHC RlcraR ALL PANEL ANTENNA(TYP 1 PER smrE of wnsHiNcroN Oo \\ O EXISTING SPRINT RADIO UNIT(9 O O SECTOR,3 TOTAL,SEE NOTE). EXPIRES:s-20-21 .. a—� TOTAL @ANTENNA TO BE REMOVED). o 0 Lg0 Oo OO PROPOSED T-MOBILE PLATFORM 9• EXISTING SPRINT PANEL ANTENNA ANTENNA MOUNT(1 TOTAL). APPROVAL STAMP G�QR (6 TOTAL TO BE REMOVED). SF EXISTING SPRINT T-ARM ANTENNA QR2 7 I MOUNT(3 TOTAL BE REMOVED). �O� D E �G i SITE SE04724A E NE HILL KENT- \\ KENT P BL C WORKS DEPT N w 11302 SE 236TH PL o KENT,WA 98031 i SHEET TITLE ANTENNA CONFIGURATION PLAN i SHEET NUMBER EXISTING ANTENNA CONFIGURATION PLAN PROPOSED ANTENNA CONFIGURATION PLAN 3 1 22"x34"SCALE:1/4"=1'-0" 11"x17"SCALE:1/8"=1'-0" 22"x34"SCALE:1/4"=1'-0" 11"x17"SCALE:1/8"=1'-0" A-2' DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 NOTE: CONSTRUCTION PLAN KEYED NOTES • RF MODULES ADDED WITHIN CABINET:(1)AMIA,(2)ASIB,(2)ASIK,(3)ABIA,(3)ABIL,(3)ABIC,(1)FSMF • REMAINING EXISTING SPRINT EQUIPMENT TO REMAIN OPERATIONAL FOR PROPOSED T-MOBILE USE 1O EXISTING 130.9'MONOPOLE(TO REMAIN) 2O EXISTING SPRINT T-ARM ANTENNA MOUNT(3 TOTAL BE REMOVED). ■ TIP HEIGHT OF LIGHTING ROD TIP HEIGHT OF LIGHTING ROD O EXISTING SPRINT PANEL ANTENNA(6 TOTAL TO BE REMOVED). 137.3'AGL 137.3'AGL EXISTING SPRINT RADIO UNIT(9 TOTAL @ANTENNA TOP OF EXISTING MONOPOLE TIP HEIGHT OF PROPOSED O TO BE REMOVED) 130.9'AGL h T-MOBILE ANTENNAS 131.0'AGL 24 RAID CENTER OF EXISTING ___ 3 SPRINT ANTENNAS ti TOP OF EXISTING MONOPOLE O 129.7'AGL L q 130.9'AGL RAID CENTER OF PROPOSED 17 O EXISTING 6-0"HIGH WOOD FENCE(TO REMAIN). 2 T-MOBILE ANTENNAS 127 AG 20 16 19 OEXISTING SPRINT EQUIPMENT CONCRETE PAD(TO REMAIN). 18 ■ 10 EXISTING SPRINT EQUIPMENT CABINET(2 TOTAL TO BE REMOVED). 11 EXISTING ICEBRIDGE(TO REMAIN). QEXISTING SPRINT HYBRID CABLE(TO BE REMOVED). FE E 15 EXISTING EQUIPMENT ON UTILITY H-FRAME(TO REMAIN). L DC I Surveying 8 OEXISTING SPRINT GENERATOR ON CONCRETE PAD Engineering (1 TOTAL,TO BE REPLACED). Planning —di AlII.. Kent 1 xO le i.AII WA 98 NE 851 Cenhal PI 5,H 81 16 PROPOSED T-MOBILE PLATFORM ANTENNA MOUNT(1 TOTAL). 52 w""ai"�IIe,wA98on Ke"t wA veo3a 1 1 4xssa.1888 ..,.w.LDC o P.. F-48xz8 12 24 Q PROPOSED T-MOBILE AEHC PANEL ANTENNA(TYP 1 PER 1e SECTOR,3 TOTAL,SEE NOTE). 5.3 DATE: 1-20-21 18 PROPOSED T-MOBILE FFW-65C-R3-V1 PANEL ANTENNA a DRAWN BY: MAZ (TYP 1 PER SECTOR,3 TOTAL,SEE NOTE). 5.3 CHECKED BY: RBH 19 PROPOSED T-MOBILE AHFIG RADIO UNIT e4 (TYP 1 PER SECTOR,1 TOTAL). 5.2 SUBMITTALS QPROPOSED T-MOBILE AHLOA RADIO a REV DATE DESCRIPTION ev 0 UNIT(TYP 1 PER SECTOR,1 TOTAL). 5.2 1 1-20-21 PRELIMINARVZONINGDRAWINGS MAZ 2 1-27-21 FINAL ZONING DRAWINGS PPK 3 2-11-21 PRELIMINARY CONSTRUCTION PPK 4 3.2&21 FINAL CONSTRUCTION PPK 5 4-12-21 RFCD:SITE ACQ COMMENTS AAL i 22 PROPOSED T-MOBILE MODULES MOUNTED WITHIN PROPOSED ALL ALL 5 1a1-21 RFCD:UP.ATE.TRU.T.HTS AAL O CABINET(SEE NOTE FOR MODULES&QUANTITIES). i PROPOSED T-MOBILE HCS 2.0(TYP 2 @ANTENNA,2 3-6 882E REGISTERED QJUNCTION BOXES @ GROUND W/2 HYBRID CABLES). -5,3 ARCHITECT i RICHAR ALL STATE OF WASHINGTON EXPIRES:8-20-21 i APPROVALSTAMP PROPOSED T-MOBILE 40kW DIESEL GENERATOR 1 1 1 W/TANK VENT ON CONCRETE PAD(1 TOTAL). 1.0 2.0 3.0 E 33 PROPOSED T-MOBILE PURCELL HPL3 600A DC SITE SUPPORT ALL 1 9 231 31 CABINET(1 TOTAL). 4.0 A4.2 SITE E 11 14 (TO BE RELOCATED) 11 8 SE04724A NE HILL KENT- KENT PUBLIC WORKS DEPT 10 13 24 SE60XC302 N 11302 SE 236TH PL w 7 SITE NOTES KENT,WA 98031 Ili L Il 15 1. VERIFY ANTENNA MODELS,HEIGHTS&AZIMUTHS. FINISH GRADE FINISH GRADE 2. ANALYSIS OF MONOPOLE SHALL BE PERFORMED BY OTHERS AND SHEET TITLE 0.0'AGL 0.0'AGL STAMPED BY A LICENSED STRUCTURAL ENGINEER. ELEVATIONS 0 19'-01, 19'-0" ` 3. PROPOSED ANTENNAS,EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. SHEET NUMBER 3 EXISTING EAST ELEVATION (LOOKING WEST) PROPOSED EAST ELEVATION (LOOKING WEST) 4. KEEP ALL EQUIPMENT CLEAR OF CLIMBING LINE.IF SAFETY CLIMB /� -3.0 22"x34"SCALE:1/8"=1'-0" 11'x17"SCALE:1/16"=1'-0" 22"x34"SCALE:1/8"=V-0" 11"x17"SCALE:1/16"=1'-0" LINE IS OBSTRUCTED,SITE MAY REQUIRE MAN LIFT OR CRANE. /y DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 2 CABINET CONFIGURATION - PURCELL HPL3 600A DC CABINET & r ■ I 50 I PURCELL HPL3 LARGE BATTERY CABINET 2'-6" 2'-6" 11" 101, IN W K LU J I i� PURCELL HPL3 600A PURCELL HPL3 Z v DC CABINET LARGE BATTERY v ■ Y CABINET 0 ■ ■ I LDC Surveying Engineering Planning 202101—d Avenue Nr 1851 Cen4"I PI S"" W"ndi.AIIe WA980R Ken4WA98030 6'-9"WORKING CLEARANCE 1o.1r69 LDCr o.. F+zs.+82.2r T DATE: 1-20-21 SITE PLAN LAYOUT DRAWN BY: MAZ 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY PROPOSED PURCELL HPL3 PROPOSED PURCELL zo-z1 PRELIMINARY ZONING DRAWINGS MAz a600A DC CABINET(BEYOND) HPL3 LARGE 2 1-27-21 FINAL ZONING DRAWINGS PPK BATTERY CABINET 3 2-11-21 PRELIMINARY CONSTRUCTION PPK 4 3.2&21 FINAL CONSTRUCTION PPK 5 4-12-21 RFCD:SITE ACQ COMMENTS AAL j ❑ S &31-21 RFCD:UPDATE STRUCTSHTS TALL 00 00 00 00o 882E REGISTERED o ARCHITECT 0 / W O RI HA ALL U STATE OF WASHINGTON EXPIRES:8-20-21 PURCELL PURCELL HPL3 U HPL3 600A DC i LARGE BATTERY 0 CABINET CABINET APPROVALSTAMP J I N I I I E I I I I 2 SKU#34038 PURCELL 2"PLINTH C CORRECT KNOCKOUT TOOL REQUIRED SITE o (OPTIONAL) FOR PUNCHING KNOCKOUTS.DO NOT SE04724A DRILL KNOCKOUTS THROUGH NE HILL KENT- KENT PUBLIC WORKS DEPT N SE60XC302 11302 SE 236TH PL w 2n KENT,WA 98031 0 i 101, 2'-6" 2'-6" 11" SHEET=ITLE7'-3"WORKING CLEARANCESITE PLAN 6'-9"WORKING CLEARANCE SHEET NUMBER SITE ELEVATION LAYOUT 2 A-4.O 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 ALL DC POWER CABLES(BLUE) MANUFACTURER: PURCELL SYSTEMS INC TO BE ROUTED ®■ 4X 3 A fd HOLES FOR 4X.75 0 HOLES FOR HPL3 AT THE LEFT SIDE HPL3 AND EXPANSION MODEL: HPL3 600A DC CABINET CABINET 2-STRING AND EXPANSION CABINET OF THE CABINET WEIGHT: 430 LBS (WITHOUT EQUIPMENT) BATTERY RACK 2'-6"° CORNER MOUNTING MOUNTING POINTS POINTS - DIMENSIONS: 30.0"x48.0"x72.01' — n . f � 1- FIBER NOTE: i co) 2 KNOCKOUT • ADDITIONAL KNOCKOUTS MAY BE REQUIRED _ AND CAN BE DRILLED ON SITE AS NECESSARY. FOR CABINETS STARTING AT 501 THERE WILL d �b, FIBER CABLES O BE A TOTAL OF (8) KNOCKOUTS (2) 4X.875 0 HOLES FOR (YELLOW) HPL3 4-STRING BATTE HORIZONTAL ROWS OF (4) RACK MOUNTING O NTY 19"RACK RACK ASSIGNMENT - ADAPTER RACK RU SLOT DESCRIPTION 15 014 0 3RD 13 AIRSCALE SHIPPING HOOKS TO O I I O ■ 0 0 BE REMOVED AFTER 11 FIBER MUX 0 0 000 CABINET INSTALL 1000 SKU# 34038 PURCELL 2" PLINTH SKU#34038 PURCELL 2ND 2'I PLINTH ALL FIBER too 9 AIRSCALE 0 PLAN VIEW CABLES 0 8 0 SIDE VIEW (YELLOW)TO BE 7 -___ :-_= ROUTED AT THE FIBER MUX 0 RIGHT SIDE OF 6 0 40" (4x)5/8"0 FOR 28" THE CABINET Surveying E 5 BATTERY MOUNTING 4 1ST 8" 32" Engin (4x)5/8"0 FOR L D C Planning ering AIRSCALE 3 0 _ CABINET ANCHORAGE e �j — W°°dmane Kem __. =101—d Avenue Nr 1851 Central PI S,M01 2 0 CORRECTKNOCKOUT ow Wvmmdne,WA 98- Keno WA 98030 FIBER MUX TOOL REQUIRED FOR ° 1o.1r69 LDC .o.. F+ 482.za 1 PUNCHING KNOCKOUTS. DO NOT DRILL KNOCKOUTS THROUGH o DATE: 1-20-21 ° M \ RECTIFIER SHELF 0° a DRAWN BY: MAZ I r , f do CHECKED BY: RBH 0 N SUBMITTALS 16 AAV 15 INTERNAL ROUTING REV DATE DESCRIPTION BY 1 1-20-21 PRELIMINARY ZONING DRAWINGS MAZ 'a CSR 14 PLAN VIEW 2 1-27-21 FINAL ZON ING DRAWINGS PPK SKU#34038 PURCELL 3 2-11-21 PRELIMINARY CONSTRUCTION PPK 13 2"PLINTH(OPTIONAL) 4 3.2&21 FINAL CONSTRUCTION PPK 4TH ISO VIEW 5 4-12-21 RFCD:SITE ACQ COMMENTS AAL j S 8-31-21 RFCD:UPDATE STRUCTSHTS AAL 12 AIRSCALE 11 4'-0 10 FIBER MUX 8" 32" 8° MOUNTING FOOTPRINT o s O8 3RD LEGACY 8828 REGISTERED DO BBU FIBER ROUTE OPTION (6)KNOCKOUTS LOCATED ARCHITECT 7 1:IT IS STRONGLY O O 000 INCONVENIENTLY FROM AIRSCALE 6 RECOMMENDED TO 0 O INTERNAL AIRSCALE BASEBAND DEMUX FIBER MUX/ / 2ND LEGACY USE THESE 4 EQUIPMENT&ARE NOT RICHAR ALL rj ( ) STATE OF WASHINGTON BBU KNOCKOUTS TO& FEASIBLE.SEE FIBER 4 FROM COVP WITH ROUTE OPTION 1. RECTIFIERS EXPIRES:a-zo-z1 ,. 3 WATER-TIGHT LB OR (10 POSITIONS) 2 1STLEGACY GROMMET • • • BBU KN K TF R APPROVALSTAMP 1 OC OU O ETHERNET FOR ALARMS ALPHA POWER (48 BREAKER SLOTS) AIRSCALE KNOCKOUTSFOR BASEBAND El 0� BATTERY WIRES FIBER ROUTE OPTION 2:REAR CSR ROUTER KNOCKOUTS CAN BE UTILIZED 11 FOR BOTTOM FIBER ROUTING FROM COVP TO AIRSCALE IF SITE 88 OPTION 1 IS UNAVAILABLE. 001 Tom, LEGACY SE04724A 0 22 BASEBAND E O (3)2"KNOCKOUTS INTENDED NE HILL KENT- -.001, KENT PUBLIC WORKS DEPT FOR POWER,TELCO,& SE60XC302 N O BOTTOM FIBERS TO COVP. 11302 SE 236TH PL G O ALL INCOMING CABLING TO o BE IN RIGID OR FLEXIBLE KENT,WA 98031 9 e O O CONDUIT WITH AN LB. 2 FRONT VIEW SHEET TITLE ANY OF THE BOTTOM (OPEN) CABINET DETAILS FRONT VIEW RIGHT VIEW BACK VIEW KNOCKOUTS CAN BE USED FOR THE AC POWER FEED SHEET NUMBER SKU#33965 - PURCELL HPL3 600A DC POWER CABINET DETAIL /4-4. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 ®■ MANUFACTURER: PURCELL SYSTEMS INC MODEL: HPL3 LARGE BATTERY CABINET WEIGHT: 350 LBS (WITHOUT EQUIPMENT) CABINET FOR CA ANCHORAGE � DIMENSIONS: 30.0"x31.6"x60.4" NOTE: • WIRES RUN THROUGH PROVIDED KNOCKOUT. O FOLLOW PROPER INSTALLATION OF GASKET BEFORE MATING THE 2 CABINETS SHIPPING HOOKS TO OBE REMOVED AFTER CABINET INSTALL 0 0 0 4X.875 0 HOLES FOR 0 HPL3 AND EXPANSION 4X.75 0 HOLES FOR HPL3 AND 0 30.00" FE CABINET 2-STRING EXPANSION CABINET CORNER BATTERY RACK 2'-6,,, MOUNTING POINTS MOUNTING POINTS 2 Surveying LDC I Engineering Planning r�ry Wnudinville Ken! 42nd Avenue NE tral Pl S,%101 CORRECT KNOCKOUT v w ein Iue,WA9nm2 Kem.WA.- 4X.875 0 HOLES FOR TOOL REQUIRED FOR '""""LOCn 1 141-211. HPL3 4-STRING BATTERY PUNCHING KNOCKOUTS. RACK MOUNTING POINT N DO NOT DRILL KNOCKOUTS THROUGH DATE: 1-20-21 DRAWN BY: MAZ CHECKED BY: RBH SUBMITTALS REV JDATE I DESCRIPTION BY O 000 O 1 1-20-21 PRELIMINARY-NING ORAWINGS MAZ 2 1-2]-21 FINAL ZONING DRAWINGS PPK / 3 2-11-21 PRELIMINARY CONSTRUCTION PPK / 4 3-26-21 FINAL CONSTRUCTION PPK SKU#34038 PURCELL 2" PLINTH SKU#34038 PURCELL 2" PLINTH SKU#34038PURCELL2"PLINTH 5 4-31-2, RFCD:SITEACOCOMMENTS AAL j (OPTIONAL) _�� 6 8-31-21 RFCD:UPDATE STRUCTSHTS AAL PLAN VIEW SIDE VIEW 8828 REGISTERED ARCHITECT i RICHAR ALL STATE OF WASHINGTON N EXPIRES:8-20-21111 �m KNOCKOUTFOR ETHERNET FOR 0 APPROVALSTAMP ALARMS BATTERY BRACKETS 10 KNOCKOUTS FOR Z4 BATTERY WIRES q UD SITE SE04724A BATTERY 4X BATTERY NE HILL KENT- VIBRATION SHELVES,UP KENT PUBLIC WORKS DEPT r MOUNTS TO 200AH 11302ESE 236TH PL O KENT,WA 98031 0o ®® �o SHEET TITLE L CABINET DETAILS SHEET NUMBER SKU#33966 - PURCELL HPL3 LARGE BATTERY CABINET DETAIL A-4.2 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 MANUFACTURER: NOKIA MANUFACTURER: NOKIA MANUFACTURER: NOKIA MODEL: ASIB MODEL: ABIA MODEL: ABIL WEIGHT: 6.4 LBS WEIGHT: 4.6 LBS WEIGHT: 4.4 LBS ®� DIMENSIONS: 8.6"x14.2"x1.7" DIMENSIONS: 8.6"x14.2"x1.111 DIMENSIONS: 8.6"x14.2"x1.1" 5.6 GROUNDING EIF3 EIF5 --- SOUT SR101 EIF2 8.6" EAC 0 RF1 RF2 RF3 RF4 RF5 RF6 SFP28 C ® o� S-RF1 S-RF2 ee a ee o 000000000000000000000 00 ��0000000000000000 0o 000000'800000000 00 0 o000000 00000 00000 00�() 0 0® � o000000800000000 0 0 0010 0 SIN SE11 EIF4 LMP o0 00 00SEI2 EIF1 00 00 00 o S-RF1 28RF2 QSFP � - ------------------ r ........ L L -- 77 © © L_J L�J L.] L21 _5 o � oL� o . 0 L21 L_�] L21 L21 LEI 0'- — �� .. _ o 0 © 0 T7"e®. - D Surveying 0� ��° °°�l I� o o CO ® ® m ; oC Engineering CO _ Planning o CD E 4— f —di vd Ken le t 28218.WAvenue Ni -^— O jai LL��®Q m 1851 Cen-PI5,M81° J J PROPOSED ASIB LOCATED wvval��Ile,wA98on Ke WAvao30 WITHIN AMIA RACK eo.lees LDC .o.. F-482.28 PROPOSED ABTA LOCATED PROPOSED ABIL LOCATED WITHIN AMIA RACK WITHIN AMIA RACK DATE: 1-20-21 SKU# 34104 ASIB DETAIL SKU# 33388 -ABIA DETAIL 2 SKU# 33617-ABIL DETAIL /� DRAWN BY: MAZ 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. J CHECKED BY: RBH MANUFACTURER: NOKIA MANUFACTURER: NOKIA REV DATE SUBMETRIAL�S By 20-21 PRELIMINARY ZONING DRAWINGS MAZ MODEL: ABIC MODEL: ASIK WEIGHT: 5.8 LBS 2 1-27-21 FINAL ZONING DRAWINGS PPK WEIGHT: 6.6 LBS DIMENSIONS: 8.6"x14.2"x1.7„ ; 3z; PRELIMINARY CONSTRUCTION FINAL CONSTRUCTION PPPPK DIMENSIONS: 8.6"x14.2"x1.7" 5 412-21 RFCD:SITE ACQ COMMENTS AAL S &31-21 RFCD:UPDATE STRUCTSHTS AAL r . 882B REGISTERED ARCHITECT o °a8u.6" ---- RICHAR ALL STATE OF WASHINGTON EXPIRES:8-20-21 O =_ ��80 88�88�8888888888880, n o 000 00 0000000000go APPROVALSTAMP RF2 RF4 RF6 RF8 O ® U a 0 m o9 O ®®®®®® ®® ®®® 0 0o LMP s ® e E FAN STATUS SEI EIF1 EIF2 RF1 RF3 RF5 RF7 RF9 —— — — — — — — — SITE SE04724A E L21 © © © c3cc NE HILL KENT- o © © © © © o o © © © © © o o KENT PUBLIC WORKS DEPT ' SE60XC302 N ° ° LJ LJ [Ale Z7 CJJ'� iO o ©o° d o L= 0 11302 SE 236TH PL U E O • �� _ O E 0 KENT,WA 98031 ° I ® C®-dU SHEET TITLE EQUIPMENT DETAILS PROPOSED ASIK LOCATED - WITHIN AMIA RACK SHEET NUMBER 3 SKU# 34103 - ABIC DETAIL 4 NOT USED 5 SKU# 33615 -ASIK DETAIL 6 A-5.0 22"x34"SCALE:N.T.S. 11'x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 MANUFACTURER: NOKIA MANUFACTURER: NOKIA MANUFACTURER: ALCATEL-LUCENT MODEL: AMIA MODEL: FSMF 17.s MANAGEMENTS ®� MODEL: 3HE15546AA WEIGHT: 11.2 LBS (UNIT ONLY) WEIGHT: 25.3 LBS WEIGHT: 10.5 LBS (FULLY LOADED) USB 0 DIMENSIONS: 5.111x15.7"x17.611 DIMENSIONS: 5.2"x17.6'1x16.5" DIMENSIONS: 1.751'x17.251'x10" CONSOLE NOTE: SFP28/SFP+25Gpbs FSMF SHALL BE PLACED N PORTS 25-32 • WITHIN RADIO CABINET PER j T-MOBILE REQUIREMENTS QSFP28 PORSFP/SF 1- 10Gpbs PORTS O = o SIDE TOP DC PSU PORTS 1-24 PORTS 33-34 - DC PSU m m ,. .. ,°° "�= o m m m SD CARD SLOT AIR FILTER TRAY ■ ®° °®°°° e e e— o 0 0 ® o FRONT VIEW 10" e OPTIONAL POWER ®� DISTRIBUTION OPTIONAL CAPACITY OPTIONAL TRANSPORT GROUNDING SUB-MODULE EXTENSION SUB-MODULE SUB-MODULE Io° 373 ❑❑ ❑❑ Q 17.25" �r ■ REAR VIEW C. o ° o go � 0 0 o GPS SFP E DC OUTPUT SYNC OUT d L D C Surveying BB EX 1-2 Engineering DC INTPUT SYNC IN Planning LMP SRIO EAC BAIL W°°dmane Kent 202101—d Avenue Nr 1851 C'n [PIS"" W°odi.AIIe WA 980R Keno WA 98030 EIF2/RF/EXT6 RF/EXT1-3 EIF1 80.1889 ..LDCr o.. F4 482.28 SMA-F CONNECTOR RP-MMCX CONNECTOR FOR GPS ANTENNA FOR 1 PPS OUTPUT DATE: 1-20-21 SKU# 33389 -AMIA DETAIL SKU# 32246 - FSMF DETAIL 2 SKU# 34097 CSR - IXR-E ROUTER GEN 2 /� DRAWN BY: MAZ 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. J CHECKED BY: RBH SUBMITTALS REVI DATE I DESCRIPTION BY 1 1-20-21 PRELIMINARVZON ING DRAWINGS MAZ 2 1-27-21 FINAL ZONING DRAWINGS PPK 3 2-11-21 PRELIMINARY CONSTRUCTION PPK 4 3.2&21 FINAL CONSTRUCTION PPK 5 4-12-21 RFCD:SITE ACQ COMMENTS AAL S 8-31-21 RFCD:UPDATE STRUCTSHTS TALL 882E REGISTERED '3 RE GISTERED ARCHITECT RA LRICHA STATE OF WASHINGTON EXPIRES:8-20-21 i APPROVALSTAMP E i SITE SE04724A E NE HILL KENT- KENT PUBLC WORKS DEPT SE60XC302 N 11302 SE 236TH PL KENT,WA 98031 0 i SHEET=TITLEEQUIPMEN i SHEET NUMBER 3 NOT USED 4 NOT USED 5 NOT USED 6 A-5.1 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 MANUFACTURER: COMMSSCOPE MANUFACTURER:NOKIA MANUFACTURER: NOKIA MODEL: AHLOA MODEL: MC-CP12S-B WEIGHT: 83.8LBS MODEL: FPKA MOUNT ®� WEIGHT: 1418.1 LBS DIMENSIONS:22.0"x7.4"x12.1" WEIGHT: 3.3 LBS DIMENSIONS: 12'-611 FACE DIMENSIONS: 10.8"x9.0"x1.9" NOTE: NOTES: WEIGHT IS WITHOUT PIPES. • PROPOSED RRUS TO BE MOUNTED VERTICALLY ONLY • MONOPOLE NOT SHOWN FOR CLARITY. MOUNTING PIPE NOT SHOWN FOR CLARITY HANDRAIL PIPE TO BE INCLUDED. 0 OPT2 o � FPKA D OPT1 0 MOUNTING RET BRACKET DCIN EAC jANT m PROPOSED BOLT RRUS� RESTRAINER 0 — T2 ANT3 ® II BOLT BOLT M10x120 o ° 0 00 ANT4 \ \ h\ M8x120 105mm THREAD ® 2& ® \\\ m E LDC I g Surveying Engineering \ Plannin ISO BOTTOM (12)2.88"OD x 8'LONG PROPOSED FPKA w""emdne Kent 202101—d Avenue NE 1851 Cenhal PI S,MOI W""di.AIIe WA 980R Kent WA 98030 MOUNT PIPES \J BRA KETG 1o.1r69 LDC .o.. F-482.2a PROPOSED RRUS DATE: 1-20-21 ANTENNA MOUNTING PLATFORM 1 AHLOA DETAIL 2 SKU# 31685 - FPKA POLE MOUNTING KIT /� DRAWN BY: MAZ 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:1"=T-0" 11"x17"SCALE:1/2"=V-0" J CHECKED BY: RBH SUBMITTALS MANUFACTURER: NOKIA REVI DATE I DESCRIPTION BY MODEL: 475125A 26.7"X12.9"X5.6"(W/MOUNTING 1 1-20-21 PRELIMINARVZONING DRAWINGS MAZ DIMENSIONS: 2 1-27-21 FINAL ZONING DRAWINGS PPK a BRACKETS AND COVER) WEIGHT: 70.5 LBS 3 2-11-21 PRELIMINARY CONSTRUCTION PPK FREQUENCY: B25,B66 4 326-21 FINAL CONSTRUCTION PPK 12.9" 5.6" 5 412-21 RFCD:SITE ACQ COMMENTS AAL S &31-21 RFCD:UPDATE STRUCTSHTS AAL FIGURE: FIGURE: FIGURE: 0 FIXING UPPER MOUNTING FIXING LOWER POLE MOUNTING FIXING LOWER MOUNTING m o ® BRACKET(FPKA) BRACKET(FPKA)USING TWO M8 SCREWS BRACKET(FPKA)ONTO A POLE 01 REGISTERED ARCHITECT Oc ® ®° RICHAR ALL 2 x M 8,13 m m STATE OF WASHINGTON OD ES:8-20-21 EXPIR APPROVALSTAMP ax m ElISO FRONT SIDE — o DCIN OPT 1 OPT 2 RET EAC o o SITE a o o SE04724A r NE HILL KENT- 01 GND f KENT PUBLC WORKS DEPT SE60XC302 N 7 Q c ® 01 1 1E KENT,WA 9803 0 ®® SHEET TITLE ANT 1 ANT 2 ANT 3 ANT 4 EQUIPMENT DETAILS BOTTOM SHEET NUMBER 3 SKU# 34073 - AHFIG DETAIL 4 AHFIG MOUNTING DETAIL 5 A-5.2 22"x34"SCALE:1/2"=1'-0" 11"x17"SCALE:1/4"=1'-0" 22"x34"SCALE:1"=1'-0" 11"x17"SCALE:1/2"=1'-0" DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 MANUFACTURER: NOKIA 21.5 MANUFACTURER: COMMSCOPE 25.2" HYBRID CABLE MODEL: AEHC MODEL: FFVV-65C-R3-V1 WEIGHT: 108.0 LBS WEIGHT: 124.56 LBS STRUCTURE CABLES LENGTHLID ■ DIMENSIONS: 38.2"x21.5"x5.9" DIMENSIONS: 95.94"x 25.2" x 9.25" MONOPOLE 2 300'± FREQUENCY: B41 *4 1 O TOP FREQUENCY: B5, B66, B71 • TOP 19.�7" 59" 25.2" OPT3 OPT4 O OPT2 RET (12)-#6 AWG CLASS C OPT1 DC IN (4)-12 FOC LOOSE EAC GND M TUBE SINGLE MODE ET ■ BAWG 6AWG FLAME RESISTANT RET 1 R1 L RET 1 R2 R FIBER FIBER NON-HYGROSCOPIC FILLERS(AS NEEDED). ■ 617-894 MHz 1 617-894 MHz 4 6AWG BAWG 6AWG fi AWG Fm ISO BOTTOM FRONT SIDE +RET 1 4 L RET 3 4 RO AWG, 'E BAWGRIPCORD 617-894 MHz 2 617-894 MHz 3 6AWG-45° +45° 6G RET 2 Y1 L RET 3 Y2 R FIB AWG IBER MYLAR BINDER TAPE. ER 1695-2690 MHz 5 1695-2690 MHz 8 0 Os AA +451 -45° 5-MIL THICK BARE RET 2 Y1 L RET 3 Y2 R COPPER SHIELD ® 1695-2690 MHz 6 1695-2690 MHz 7 e 45° +451 ( L DC Surveying 80 MILS 2.03 MM)OF Engineering AISG IN AISG OUT SUGGESTED LAYOUT OF (PVC)JACKET Planning �� BOTTOM —di II. K,m CABLES FOR FIBER STRAIN r, 201014 dAvenue Nr 1851 C'n ["I 5,M01 RELIEF(SECURE CABLES W/ wv°di.AIIe WA 98- Kent,WA88030 CABLE TIES AS REQUIRED) FIBER STRAIN RELIEF .21-1- ..,.,..mC­P.°.,1, I-- FRONT SIDE ISO DATE: 1-20-21 SKU# 34117-AEHC DETAIL SKU# 34094 - FFW-65C-R3-V1 2 HCS 2.0 HI-CAP TRUNK DETAIL /� DRAWN BY: MAZ 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:3/4"=V-0" 1 11"x17"SCALE:1 1/2"=1'-0" J CHECKED BY: RBH MANUFACTURER: ALLIANCE CORPORATION MANUFACTURER: COMMSCOPE REV DATE SUBMETRIALOS By MODEL: ACFB05-HICAP-FULLASY-CRS MODEL: FE-16148-OVP-RT12 1 1-20-21 PRELIMINARVZONINGDRAWINGS MAZ 2 1-27-21 FINAL ZONING DRAWINGS PPK WEIGHT: 8.76 LBS WEIGHT: 23.5 LBS 3 2-11-21 PRELIMINARY CONSTRUCTION PPK 4 3.2&21 FINAL CONSTRUCTION PPK DIMENSIONS: 9.3"x14.86"x5.79" DIMENSIONS: 14.0"x16.0"x8.0 5 4-12-21 RFCD:SITE ACQCOMMENTS AAL 8 6-31-21 RFCD:UPDATE STRUCTSHTS AAL MOUNTING KIT: PROVIDED MOUNTING KIT: PROVIDED " 8828 REGISTERED 9 3„ (TYP GALV BOLT ARCHITECT 5.79" , (TYP OF 8 PER COVP MOUNTING BRACKET) lw RI HAOF ALL STATE OF WASHINGTON J JJ �� MOUNTING TO EXPIRLS:8-20-21 PIPE MOUNT PIPE o 00 0 � � � � APPROVAL STAMP 00 00 E ° 3/8"0 GALV U-BOLT SITE 1/4"0 GALV BOLT SE04724A E O O O O (TYP OF 4 PER COVP) TOP NE HILL KENT- KENT PUBLIC WORKS DEPT �o �o RIGHT SIDE SE60XC302 N O O O O 11302 SE 236TH PL KENT,WA 98031 0 i SHEET TITLE EQUIPMENT DETAILS i SHEETNUMBER 3 HCS 2.0 PENDANT DETAIL 4 SKU# 33702 HI-CAP JUNCTION BOX 5 HI-CAP BOX MOUNTING DETAIL 6 14-5.3 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:2"=1'-0" 11"x17"SCALE:1"=1'-0" 22"x34"SCALE:3/4"=1'-0" 1 11"x17"SCALE:1 1/2"=1'-0" DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 MANUFACTURER: KOHLER MODEL: KCS ATS ®� WEIGHT: 68 LBS DIMENSIONS: 311tx18"x12.4'I 12.4" 18" O M M 1111 LEFT FRONT E LDC Surveying Engineering Planning —di II. Kent 20210142nd Avenue Nr 1851 Centre["IS"" W""dinNlle,WA980R Ken4WA98030 4xsa05.1889 mvw.LDCa o.. F425.482.28 DATE: 1-20-21 NOT USED NOT USED 2 KCS ATS DETAIL /� DRAWN BY: MAZ 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. J CHECKED BY: RBH BARBED 12'-0"MAX(SEE PLAN) SUBMITTALS SUPPORT TOP RAIL GATE POST GATEyFRAME BARBED WIRE(3)STRANDS WIRE FASTENERS REV DATE DESCRIPTION BY DROP ROD ) 1 1-20-21 PRELIMINARY ZONING DRAWINGS MAZ 2 1-27-21 FINAL ZONING DRAWINGS PPK ( 3 2-11-21 PRELIMINARY CONSTRUCTION PPK FNI fr '� 4 3.2&21 FINAL CONSTRUCTION PPK 4,-OnNN ��2 it \�11 I 5 4-12-21 RFCO:SITE ACO COMMENTS AAL 1 1/4"0 STD.PIPE CORNER 11hY11 S &31-21 RFCD:UPDATE STRUCTSHTS PAL TOP RAIL POST HORIZONTAL 1 LINE POST T FABRIC 9-GAUGE c BRACE RAIL 7 2„MESH TENSION _ -_— " O BAR 11 ssza t REGISTERED ��—STRETCHER BAR TRUSS ROD ARCHITECT N -- _ BAND AT 15'MAX. I r o STRETCHER BAR / L' N - , �, I' d RICHAR AL STATE OF WASHINGTON \�CHAIN LINK W/METAL TRUSS ROD L - c ---- �"�"--c__ r-------+-- PRIVACY SLATS ----- EXPIRES:8-20-21 BRACE RAIL �\ FINISH GRADE \_i\. \ - \\°• . \,. \\ APPROVAL STAMP r� A/�A /r /. .//� ��. �� I I rn TENSION WIRE w w f \\\,` \/ f CHAIN LINK FABRIC CRUSHED ROCK BASE D_ ¢ r ff �/ / ff // •• EXTENDED DOWN TO 12"DEEP X 12"DIA CONC =O z d C. \ i, d C. CRUSHED ROCK BASE WITH STEEL SLOTED HALCO UNDISTURBED EARTH OR a LL w r CADWELD®2/0 BARE STRANDED COPPER u' [f 15911 MUSHROOM CATCH COMPACTED BACKFILL 'u p ? \ \ WIRE JUMPER BETWEEN FENCE/GATE POSTS SIZES NOTES E CORNER POSTS: 2.875"OD 1. ALL ITEMS TO CONFORM TO ASTM F1083 FOR FENCING,ASTM //\//\ 1'-6"fd FOOTING WITH\/ GATE POSTS: 2.875"OD F900 FOR GATES,ASTM A392-89 FOR FENCE FABRIC AND ASTM \/\/ LINE POSTS: 2.875"OD A121-86 FOR BARBED WIRE. g• / /// CROWNED TOP(TYP) GATE FRAME: 1.66"OD 2. ALL PIPE TO BE SCHEDULE 40 UNLESS NOTED OTHERWISE. SITE DROP ROD: 1.375"OD 3. ALL ITEMS TO BE GALVANIZED PER ASTM F1083. SE04724A EBRACE RAIL: 1.66"OD 4. HOG RINGS AND WIRE FASTENERS TO BE SPACED NO MORE NE HILL KENT- TOP RAIL: 1.66"OD THAN 20"OC HORIZONTALLY AT 12"OC VERTICALLY. KENT PUBLIC WORKS DEPT TRUSS ROD: 3/8"DIA 5. BOTTOM TENSION WIRE TO BE NO MORE THAN 4"ABOVE GRADE. SE60XC302 N TENSION WIRE: 7 GAUGE 6. PROVIDE STRETCHER BAR AND TENSION BANDS AT ALL GATES, 11302 SE 236TH PL G WIRE FASTENERS: 11 GAUGE GATE POSTS AND CORNER POSTS. KENT,WA 98031 o HOG RINGS: 9 GAUGE 7. PROVIDE 1.75"INSIDE DIAMETER,17 GAGE GALVANIZED TUBE PAINT NOTE: CHAIN LINK FABRIC: 9 GAUGE,2"MESH FOR TOP RAIL SPLICE WHERE REQUIRED. CHAIN LINK FENCE FABRIC&METAL BARBED SUPPORT: 1/4"BAR OR 8. PROVIDE TURNBUCKLE OR TIGHTENER AT ALL TRUSS RODS AND SHEET TITLE PRIVACY SLATS SHALL BE POWDER 12 GAUGE FOLD TENSION WIRES. EQUIPMENT DETAILS COATED&PAINTED BROWN. BARBED WIRE: 12 1/2"GAUGE WITH 4 POINT,14 9. A FROST FREE GATE LATCH WITH CHAIN AND PADLOCK MAY BE GAUGE BARBS AT 5"OC USED INSTEAD OF A DROP ROD UPON APPROVAL FROM THE C.M. SHEET NUMBER CHAIN LINK ACCESS GATE DETAIL 4 CHAIN LINK FENCE DETAIL 6 A-5 4 Lill 22"x34"SCALE:3/8"=1'-0" 11"x17"SCALE:3/16"=1'-0" 22"x34"SCALE:3/8"=V-0" 11"x17"SCALE:3/16"=V-0" DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 YELLOW BLUE 1. SIGNS&PLACEMENT: ' A:: CAUTION' NOTICE A. LOW LEVEL(BLUE)WARNING SIGNS-PLACE AT SITE ENTRY/ACCESS POINTS ONLY: ROOF TOPS:PLACE SIGNS ON THE INSIDE OF ROOF N CASE O F HATCH;PLACE ACCESS DOOR UNLESS DOOR IS USED I� BY GENERAL PUBLIC OR BUILDING TENANTS REGULARLY FOR ACCESS-IN THESE CASES CONSULT CONSTRUCTION rill MANAGER OR QC SUPERVISOR WATER TANKS:PLACE SIGNS ON COMPOUND GATE HIGH LEVEL(RED)CAUTION SIGNS-PLACE AT ALL \ / EMERGENCY B.ANTENNA SECTORS WHERE ACCESS BY THE GENERAL / • PUBLIC TO THE ANTENNAS IS POSSIBLE: ) Beyond This Pointyou are ALL SIGNS WILL BE SECURED WITH EITHER STAINLESS On this tower: entering an area where RF CALL STEEL ZIP TIES OR STAINLESS TECH SCREWS Radio frequency fields near some Emissions may exceed the FCC ■ antennas may exceed FCC rules General Population Exposure 2. CC PARTICIPATION IN SIGN LOCATION: for human exposure. Personnel climbing this tower should be LimitsA.CM WILL MEET WITH ALL CC'S TO OUTLINE CRITERIA FOR trained for working in radio frequency Follow all posted signs and site guidelines SIGN PLACEMENT;EMPHASIS WILL BE ON'GRAY AREA' environments and use a personal RF for working in an RF environment 0 SITES,WHERE SIGN PLACEMENT IS PARTICULARLY monitor if working near active antennas. N .0. CHALLENGING-WE WILL GIVE CC'S AS MUCH GUIDANCE Ref FCC 47CFR 1.1307(o) ON SPECIFIC SITUATIONS AS WE CAN FORESEE,BUT CC'S 0 Rat FCC 47CFR 1.1307(o) . WILL BE ENCOURAGED TO PARTNER CM OR QC IN DECIDING PLACEMENT OF DIFFICULT SITES. A JOINT SITE NOTES: NOTES: 1 -800-662-4662 VISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS 1. 8"X 12'ALUMINUM 1. 8"X 12"ALUMINUM 2. POSTED AT EACH ENTRANCE(GATE,DOOR, 2. POSTED AT BASE OF TOWER HATCHWAY,ETC. B.CC WILL CALL OUT SIGN LOCATION(S)AT THE A&E WALK ) 3. SEE SIGN PLACEMENT TABLE FOR 3. BUILDING OWNER MAY HAVE RESTRICTIONS E FOR EACH SITE AS THOSE OCCUR ON SITES WITH EXISTING ADDITIONAL INFORMATION. I Surveying A&E BUT NOT YET CONSTRUCTED,CC WILL BE ASKED TO ON WHERE CAN BE POSTED L D C Engineegring PROVIDE WITHIN A REASONABLE TIME FRAME TBD A 4. SEE SIGN PLACEMENT TABLE FOR Planning DETAIL FOR SIGN PLACEMENT THAT WILL BE SLIP-SHEETED ADDITIONAL INFORMATION. Woodinville Kent INTO EXISTING SETS ptl0142nd Avenue NE 1851 Cen PIQH 01 M Woodinville,WA980R Keno WA 98030 4xsao5.1e59 mvw.LDhwp.aom f4xs.4ex.2a NOTICE NOTICE DATE: 1-20-21 NOCC SIGN SIGN PLACEMENT NOTES DRAWN BY: MAZ a GENERAL INFORMATION FOR WORKING IN CHECKED BY: RBH 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. THE AREA OF ANTENNAS ALL PERSONNEL ENTERING THIS SITE MUST BE SUBMITTALS AUTHORIZED. OBEY ALL POSTED SIGNS. REV I DATE DESCRIPTION By ASSUME ALL ANTENNAS ARE ACTIVE. 1 1-20-21 PRELIMINARY ZONING DRAWINGS MAZ MAINTAIN MINIMUM DISTANCE OF 3 FEET CLEARANCE 2 1-27-21 FINALZONING DRAWINGS PPK aFROM ANTENNAS. 3 2-11-21 PRELIMINARY CONSTRUCTION PPK 4 3.2&21 FINAL CONSTRUCTION PPK CALL I-eea222354e FOR INFORMATION OR ASSISTANCE s 4-1211 RFC.:SITE ACO COMMENTS AAL S 8-31-21 RFCD:UPDATE STRUCTSHTS AAL THERMAL RUNAWAY PROCEDURE POSTING ATTACHMENT TO A THERMAL RUNAWAY PROCEDURE a4 NOTICE �aG HANDLING OVERHEATING BATTERIES OR THERMAL RUNAWAY GUIDELINES ■OR WORKING IdCa I N (A COPY OF THIS PAGE SHALL BE A LAMINATED OR PLACED IN A PLASTIC SHEET PROTECTOR AND POSTED Beyond this point you are entering an 882B REGISTERED ARCHITECT RADIOFREQUENCY ENVIRONMENT IN ALL BATTERY AREAS.) area where ne Emissions may exceed the FCC General Population Exposure / IF YOU ENCOUNTER BATTERIES TOO HOT TO TOUCH,THAT MAKE HISSING OR WHISTLING NOISES FROM Limits RICHAR ALL All personnel should have electromagnetic energy(EME) THEIRVENTS: STATE OFWASHINGTON awareness training. THERE IS A FIRE OR SMOKE Follow all posted signs and site guidelines for LxPIRLs:8-20-21 All personnel entering this site must be authorized. IF THE FIRE ALARMS ARE SOUNDING working in an RF environment IF THERE IS A STRONG ROTTEN EGG(HYDROGEN SULFIDE)ODOR Ret FCC47CFR 1.137(,) Yl Obey all pasted signs. APPROVAL STAMP IMPORTANT:TAKE NO ACTION THAT COULD PRODUCE A SPARK AND IGNITE AIRBORNE HYDROGEN. 4 Assume all antennas are active. IF YOU ENCOUNTER BATTERIES TOO HOT TO TOUCH BUT THERE IS NO SMOKE AND IT IS SAFE TO REMAIN IN Before working on antennasr notify owners and disable appropriate THE FACILITY: transmitters. O O CALL FOR HELP E / Maintain minimum 3 feet clearance from all antennas. . INCREASE ON IN BATTERY AREA REDUCE CHARGECUIRRENTEITHERBYTURNINGOFFENOUGHRECTIFIERSSOTHATTHELOAD IN CASE OF AN EMERGENCY CALL 1 Do not Stop i n fmint of antennas. BARELY IS COVERED OR BY LOWERING THE FLOAT VOLTAGE • INCREASE COOLING IN THE BATTERY AREA IF POSSIBLE 1 8 8 8 6 6 2 4 6 6 2 SE04724A SITE ' Use personal RF man itars wh Ile world ng near antennas. • IF THERE IS A SPILL OR OTHER HAZARDOUS SITUATION CALL THE ENVIRONMENTAL HOTLINE AT 1-800-488-7900 s Never operate transmitters without shields during normal operation. NE HILL KENT- ,� DO NOT OVERREACT TO BATTERY EMERGENCIES.BURNING BATTERIES RELEASE POTENTIALLY LETHAL KENT PUBLIC WORKS DEPT . l Do not operate base Station antennas In equipment room. CONCENTRATIONS OF TOXIC GASES OR OTHER CHEMICALS AND SHOULD BE HANDLED BY TRAINED FIRST SE04724A SE60XC302 i RESPONDERS(FIRE DEPARTMENT)WITH APPROPRIATE PROTECTIVE CLOTHING AND SELF-CONTAINED Site No.: 11302 SE 236TH PL vrrnL m,.raM«mrL.r BREATHING APPARATUS(SCBA). NE HILL KENT-KENT PUBLIC KENT,WA98031 WORKS DEPT SE60XC302 SHEET TITLE Site Name: i O O SIGNAGE DETAILS SHEET NUMBER 3 GENERAL NOTICE SIGN 4 THERMAL RUNWAY PROCEDURE 5 RF NOTICE/ WARNING SIGN 6 A-6.0 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11'x17"SCALE:N.T.S. DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 1. GENERAL 2. FOUNDATIONS&SLAB ON GRADE 3.12. PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; CONCRETE THAT HAS CURED FOR AT LEAST 21 DAYS.ADHESIVE SPLICE ONLY AS SHOWN OR APPROVED;STAGGER SPLICES WHERE ANCHORS REQUIRING CERTIFIED INSTALLATIONS SHALL BE 1.1. ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL 2.1. THE DESIGN OF FOUNDATIONS,RETAINING WALLS&SLAB-ON-GRADE POSSIBLE;USE FULL TENSION SPLICE UNLESS NOTED OTHERWISE. INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER PER 0 313 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE ACI 318-14 17.8.2.2.INSTALLATIONS REQUIRING CERTIFIED . . BUILDING CODE.REFERENCE TO OTHER STANDARDS OR CODES IS BASED ON THE CRITERIA ASSUMED BY THE STRUCTURAL INSTALLERS SHALL BE INSPECTED PER ACI 318-14 17.8.2.4. SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED& ENGINEER.ALL DESIGN ASSUMPTIONS SHALL BE VERIFIED BY A COVER UNLESS NOTED OTHERWISE: PUBLISHED. GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF CONCRETE AGAINST EARTH(NOT FORMED) 3" 4.2•c.POWER-ACTUATED FASTENERS SHALL HAVE BEEN TESTED IN 1.2. DRAWINGS SHOW TYPICAL&CERTAIN SPECIFIC CONDITIONS ONLY. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER WASHINGTON&DESIGNATED BY THE OWNER PRIOR TO START OF ACCORDANCE WITH ICC-ES AC70. FOR DETAILS NOT SPECIFICALLY SHOWN,PROVIDE DETAILS SIMILAR THE WORK. #6 THROUGH#18 BARS 2" 4.3. FOR ANCHORING INTO MASONRY: TO THOSE SHOWN. 2.2. TOP OF FOOTING ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS 4.3.a.SOLID-GROUTED CONCRETE MASONRY 1.3. EXISTING STRUCTURES&UNDERGROUND UTILITIES/STRUCTURES ARE FOR ESTIMATING ONLY.FINAL BEARING ELEVATIONS FOR #5 BARS&SMALLER 1-1/2" 4.3.a.a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN ARE ON DRAWINGS FOR CLARITY ONLY.VERIFY ALL EXISTING FOOTINGS SHALL BE DETERMINED IN THE FIELD BY THE CONCRETE NOT EXPOSED TO EARTH OR WEATHER ACCORDANCE WITH ICC-ES AC01 OR ICC-ES AC106. CONDITIONS,DIMENSIONS&ELEVATIONS BEFORE STARTING WORK. GEOTECHNICAL ENGINEER TO SATISFY ASSUMED DESIGN BEARING SLABS&WALLS 1" 4.3.a.b. ADHESIVE FOR REBAR AND ANCHORS SHALL HAVE NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY INTERFERENCE VALUES. BEAMS(STIRRUPS)&COLUMNS(TIES) 1-1/2" BEEN TESTED IN ACCORDANCE WITH ICC-ES AC58. AND/OR DISCREPANCIES THAT MIGHT EXIST. 2.3. DRILL SMALL TEST HOLE IN SUBGRADE UNDER FOOTING BEARINGS 3.14. DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS 4.3.a.c. POWER-ACTUATED FASTENERS SHALL HAVE BEEN O 1.4. THE DESIGN,ADEQUACY,AND SAFETY OF ERECTION BRACING, TO CONFIRM BEARING CONDITIONS WHERE REQUIRED BY THE APPROVED OR DIRECTED BY THE STRUCTURAL ENGINEER. TESTED IN ACCORDANCE WITH ICC-ES AC70. SHORING TEMPORARY SUPPORTS,ETC.,IS THE SOLE RESPONSIBILITY GEOTECHNICAL ENGINEER. OF THE CONTRACTOR. 2.4. GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR 3.15. STEEL REINFORCEMENT TO BE WELDED SHALL CONFORM TO THE 4.3.b.HOLLOW CONCRETE MASONRY 1.5. COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ADEQUACY OF ALL SUBGRADES,FILLS&BACKFILLS BEFORE REQUIREMENTS OF ASTM A706&THAT WELDING SHALL BE IN 4.3.b.a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN ARCHITECTURAL,MECHANICAL,ELECTRICAL,PLUMBING&CIVIL. PLACEMENT OF FOUNDATIONS,FOOTINGS,SLABS,WALLS,FILLS, ACCORDANCE WITH AWS D1.4,STRUCTURAL WELDING CODE- ACCORDANCE WITH ICC-ES AC106.PRE-APPROVED REINFORCING STEEL BY AMERICAN WELDING SOCIETY FOR NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION. BACKFILLS,ETC. PRODUCTS INCLUDE: 1.6. COORDINATE&VERIFY FLOOR,ROOF AND WALL OPENING SIZES& 2.5. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS COMPLIANCE WITH ACI 318-14 SECTION 3.2.5. 4.3.b.b. ADHESIVE FOR REBAR AND ANCHORS WITH SCREEN3.16. SEE CIVIL&ARCHITECTURAL DRAWINGS FOR EXTERIOR SLAB WORK& LOCATIONS WITH ARCHITECTURAL,MECHANICAL,PLUMBING& PERMIT EARTH FORMING.FOUNDATIONS POURED AGAINST THE TUBES SHALL HAVE BEEN TESTED FOR USEIN EARTH REQUIRE THE FOLLOWING PRECAUTIONS:SLOPE SIDES OF JOINTING. ACCORDANCE WITH ICC-ES AC58.THE APPROPRIATE ELECTRICAL DRAWINGS.FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS,SEE ARCHITECTURAL&MECHANICAL EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER&CLEAN 3.17. INCLUDE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE THAT WILL SCREEN TUBE SHALL BE USED AS RECOMMENDED BY DRAWINGS. UP SLOUGH BEFORE&DURING CONCRETE PLACEMENT. BE EXPOSED TO WEATHER EXCEPT IN FOOTINGS. THE ADHESIVE MANUFACTURER. 1.7. FOR DIMENSIONS NOT SHOWN,SEE ARCHITECTURAL DRAWINGS. 2.6. WHERE FOOTING STEPS ARE NECESSARY,THEY SHALL BE NO 3.18. INCLUDE WATER REDUCING ADMIXTURE IN ALL CONCRETE MIXES. 4.3.b.c. POWER-ACTUATED FASTENERS SHALL HAVE BEEN ■ STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 3.19. THE PROPOSED MATERIALS&MIX DESIGN SHALL BE FULLY TESTED IN ACCORDANCE WITH ICC-ES AC70. STRUCTURAL ENGINEER DOESS NOT RELIEVE THE CONTRACTOR OF 2�7� COMPACT ALL FILL USED UNDER SLAB TO 95/o OF STANDARD 1.8. REVIEW OF SUBMITTALS AND SHOP DRAWINGS BY THE o DOCUMENTED&REVIEWED BY THE OWNER'S TESTING LABORATORY. 4.3.c.UNREINFORCED BRICK MASONRY(URM):ADHESIVE FOR REBAR N THE RESPONSIBILITY TO REVIEW&CHECK SHOP DRAWINGS BEFORE PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH AND ANCHORS WITH SCREEN TUBES SHALL HAVE BEEN TESTED Em SUBMITTAL TO THE STRUCTURAL ENGINEER.THE CONTRACTOR 2.8. ESTABLISH BENCH MARKS ON SURROUNDING STRUCTURES& IS THE CONTRACTOR'S.RESULTS OF COMPRESSIVE STRENGTH TESTS FOR USE IN ACCORDANCE WITH ICC-ES AC60.THE REMAINS SOLELY RESPONSIBLE FOR ERRORS&OMISSIONS PAVEMENTS PRIOR TO EXCAVATION,MONITOR VERTICAL& SHALL BE AVAILABLE ON SITE FOR INSPECTOR'S REVIEW. APPROPRIATE SCREEN TUBE SHALL BE USED AS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY HORIZONTAL REGULARLY DURING EXCAVATION&CONSTRUCTION& 3.20. BARS,OTHER THAN GRADE 40,SHALL BE MILL MARKED SO THAT TYPE, RECOMMENDED BY THE ADHESIVE MANUFACTURER. PERTAIN TO MEMBER SIZES,DETAILS,&DIMENSIONS SPECIFIED IN SUBMIT WRITTEN REPORTS TO ARCHITECT&STRUCTURAL ENGINEER GRADE&YIELD STRENGTH ARE VISIBLY IDENTIFIABLE. 5. SPECIAL INSPECTIONS THE CONTRACT DOCUMENTS.CONTRACTOR IS ALSO RESPONSIBLE FOR REVIEW. 3.21. PROVIDE CORNER BARS AS PER TYPICAL DETAIL AT CORNERS& Surveying FOR MEANS,METHODS,TECHNIQUES,SEQUENCES,AND 2.9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY IN INTERSECTIONS OF ALL GRADE BEAMS&WALLS. 5.1. STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THE L D C I Engineering PROCEDURES OF CONSTRUCTION. CONNECTION WITH EARTH SLOPES CAUSED BY TRENCHING, 3.22. PROVIDE#3 @ 12"DOWELS FROM ALL ADJACENT CONCRETE GRADE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. Planning 1.9. STRUCTURAL DESIGN DRAWINGS SHALL NOT BE REPRODUCED AS EXCAVATION AND/OR FILL DURING CONSTRUCTION. BEAMS&WALLS TO INTERIOR SLABS-ON-GROUND,U.N.O. 5.1.a.THE INSPECTOR SHALL BE HIRED AND PAID FOR BY THE OWNER —.di.Ae" .rm SHOP DRAWINGS.CONTRACTOR&THEIR SUBCONTRACTORS SHALL 2.10. BOTTOM OF ALL FOUNDATIONS SHALL EXTEND A MINIMUM OF 12 3.23. ALL REINFORCING LAP SPLICES,UNLESS OTHERWISE SHOWN,SHALL 5.1.b.THE INSPECTOR SHALL BE RESPONSIBLE FOR COMPLIANCE M210 nd wn yams 185K n t.IPIo30 01 PREPARE ORIGINAL SHOP DRAWINGS. INCHES BELOW THE TOP OF FINISH GRADE. SATISFY THE FOLLOWING SCHEDULE: 111 1111 —LDC F 4r228 WITH THE APPROVED STRUCTURAL PLANS AND SHALL SUBMIT rem.rom 1.10. CONTRACTOR SHALL REVIEW&STAMP ALL SHOP DRAWINGS BEFORE CONCRETE REINFORCEMENT LAP SPLICE LENGTH(in)GRADE 60 PROGRESS REPORTS AND INSPECTION REPORTS TO THE SUBMITTAL FOR REVIEW.PROPOSED FABRICATION CHANGES FROM 3. REINFORCED CONCRETE BAR #3 #4 #5 #6 #7 #8 #9 #10 #11 BUILDING OFFICIAL AND TO THE STRUCTURAL ENGINEER OF DESIGN DRAWINGS SHALL BE NOTED IN SHOP DRAWINGS.ANY SIZE DATE: 3-26-21 1 DISCREPANCIES BETWEEN ARCHITECTURAL&STRUCTURAL 3.1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301,SPECIFICATIONS TOP RECORD. 7 71 DRAWINGS SHALL BE NOTED TO BE VERIFIED ON SHOP DRAWINGS. FOR STRUCTURAL CONCRETE FOR BUILDINGS.DESIGN IS BASED ON BAR* 23 31 38 46 67 76 ;866 6 96 107 5.2. SATISFY MINIMUM INSPECTION AND QUALITY CONTROL DRAWN BY: EJV 1.11. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL ACI 318-14,BUILDING CODE REQUIREMENTS FOR REINFORCED OTHER 18 24 30 35 51 59 74 82 REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. CHECKED BY: DK APPLICABLE SPECIALTY ITEMS INCLUDING CURTAIN WALL GLAZING CONCRETE 5.3. SEE S-1.1 SHEET FOR SCHEDULE OF SPECIAL INSPECTIONS. SYSTEMS,LIGHT GAUGE STEEL FRAMING,ORNAMENTAL GUARDRAILS, 3.2. UNLESS NOTED OTHERWISE,ALL CONCRETE SHALL BE NORMAL ALL BAR DEVELOPMENT LENGTHS,UNLESS OTHERWISE SHOWN, SKYLIGHTS,METAL GRATING&STAIRS SHALL BE SEALED&SIGNED BY WEIGHT&SHALL HAVE MINIMUM 28 DAY STRENGTHS AS FOLLOWS: SHALL SATISFY THE FOLLOWING SCHEDULE: SUBMITTALS A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CONCRETE REINFORCEMENT DEVELOPMENT LENGTH(in)GRADE REV DATE DESCRIPTION sv WASHINGTON&SHALL BE AVAILABLE AT THE JOB SITE DURING THE CONCRETE DURABILITY REQUIREMENTS PER ACI-318 60 TIMES OF INSPECTION. 28-DAY COMPRESSIVE BAR #3 #4 #5 #6 #7 #8 #9 #10 #11 a STRENGTH(Pe) 4500 PSI SIZE 1.12. RISK CATEGORY=II TOP 18 24 30 35 51 59 ;66 74 82 1.13. DESIGN GRAVITY LOADS: FREEZING/THAWING CLASS F2 BAR SULFATE CLASS SO OTHER 14 18 23 ;27 40 45 51 57 64 N DEAD LOADS: FOUNDATIONS PERMEABILITY CLASS WO TOP BAR SHALL BE DEFINED AS ANY HORIZONTAL BARS N GENERATOR SEE DETAIL CORROSION CLASS C1 PLACED SUCH THAT MORE THAN 12"OF FRESH CONCRETE IS LIVE LOADS N/A MAX AGGREGATE(IN) 3/4 CAST IN THE MEMBER BELOW THE BAR,IN ANY SINGLE MAX W/CM RATIO 0.45 CONCRETE PLACEMENT.HORIZONTAL WALL BARS ARE tiSE $ SNOW LOAD: CONSIDERED TOP BARS. °e WAsgi DESIGN SNOW LOAD,Ps 25 PSF TARGET AIR CONTENT(%) 6.0 1.14. WIND LOADS: 3.3. THE PROPOSED MATERIALS&MIX DESIGN SHALL BE FULLY 4. POST-INSTALLED REBAR&ANCHORS DOCUMENTED&REVIEWED BY THE OWNER'S TESTING LABORATORY. ULTIMATE WIND SPEED(3 SEC.GUST),V 52427 j1 97 MPH RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH 4.1. SPECIFIC PRODUCT,DIAMETER,AND EMBEDMENT SHALL BE SHOWN ��C'STER�1 EXPOSURE CATEGORY B IS THE CONTRACTOR'S. IN THE DETAILS.INSTALL PRODUCTS IN ACCORDANCE WITH � LC INTERNAL PRESSURE COEFFICIENT,GCP t0.18 3.4. USE OF CALCIUM CHLORIDE,CHLORIDE IONS,OR OTHER SALTS IN MANUFACTURER'PRINTED INSTALLATION INSTRUCTIONS(MPII). " 1.15. SEISMIC LOADS: CONCRETE IS NOT PERMITTED. CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE 3.5. HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE FOR PRODUCT INSTALLATION TRAINING AND SHALL SUBMIT LETTER SEISMIC IMPORTANCE FACTOR,le 1.00 INDICATED.THE LOCATIONS OF VERTICAL CONSTRUCTION JOINTS TO THE ENGINEER-OF-RECORD(EOR)INDICATING TRAINING HAS APPROVAL STAMP o MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: TAKEN PLACE.REFER TO THE PROJECT BUILDING CODE AND/OR SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. (SHORT SECOND)% 1.314 CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY EVALUATION REPORT FOR SPECIAL INSPECTIONS AND PROOF LOAD (1-SECOND PERIOD)S1 0.450 MECHANICAL MEANS&CLEANED. REQUIREMENTS.SUBSTITUTION REQUESTS FOR PRODUCTS OTHER SITE CLASS D 3.6. UNLESS NOTED OTHERWISE,CHAMFER OR ROUND ALL EXPOSED THAN THOSE LISTSED BELOW MAY BE SUBMITTED BY THE CORNERS MINIMUM 3/4" SEE ARCHITECTURAL DRAWINGS FOR CONTRACTOR TO THE FOR FOR REVIEW.SUBSTITUTIONS WILL ONLY . DESIGN SPECTRAL RESPONSE ACCELERATION COEFFICIENTS: BE CONSIDERED FOR PRODUCTS HAVING A RESEARCH REPORT CHAMFER OR REVEAL REQUIREMENTS FOR ARCHITECTURAL RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION (SHORT SECOND)SDI 1.051 CONCRETE. UNDER THE PROJECT BUILDING CODE.SUBSTITUTION REQUEST SEISMIC DESIGN CATEGORY D 3.7. DETAIL CONCRETE REINFORCEMENT&ACCESSORIES IN SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE 1.16. ANALYSIS PER EQUIVALENT FORCE METHOD ACCORDANCE WITH THE LATEST EDITION OF ACI 315&ACI DETAILING SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT SITE 1.17. SOIL LOADS: MANUAL(LATEST EDITION).SUBMIT SHOP DRAWINGS FOR REVIEW PERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT. SE04724A SHOWING ALL FABRICATION DIMENSIONS&LOCATIONS FOR PLACING SOIL VALUES SHOWN BELOW ARE BASED ON PRESUMPTIVE VALUES: 4.2. FOR ANCHORING INTO CONCRETE: NE HILL - REINFORCING STEEL&ACCESSORIES.DO NOT BEGIN FABRICATION KENT PUBLIC WORKS DEPT SOIL BEARING 1000 PSF UNTIL SHOP DRAWINGS ARE COMPLETED&REVIEWED. 4.2.a.MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN SE60XC302 BASE FRICTION 0.30 3.8. DETAIL ALL CONCRETE WALLS&BEAMS ON THE SHOP DRAWINGS IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED 11302 SE 236TH PL ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE. CONCRETE AND SEISMIC APPLICATIONS. KENT,WA 98031 3.9. REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60 4.2.b.ADHESIVE FOR REBAR AND ANCHORS SHALL HAVE BEEN i UNLESS NOTED OTHERWISE. TESTED IN ACCORDANCE WITH ACI355.4 AND ICC-ES AC308 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS.DESIGN SHEET TITLE 3.10. WELDED WIRE FABRIC(MESH)SHALL CONFORM TO ASTM A185. ADHESIVE BOND STRENGTH HAS BEEN BASED ON ACI 355.4 STRUCTURAL £ 3.11. TIE ALL REINFORCING STEEL&EMBEDMENTS SECURELY IN PLACE TEMPERATURE CATEGORY B WITH INSTALLATIONS INTO DRY GENERAL NOTES PRIOR TO PLACING CONCRETE.PROVIDE SUFFICIENT SUPPORTS TO HOLES DRILLED USING A CARBIDE DRILL BIT INTO CRACKED a MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED SHEET NUMBER TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. S-1 .0 DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 PROJECT SCHEDULE OF SPECIAL INSPECTIONS APPLICABLE TO THIS PROJECT MATERIAL/ACTIVITY SERVICE Q Y/N EXTENT AGENT DATE COMPLETED ■ 1705.3 CONCRETE CONSTRUCTION 1.INSPECTION OF REINFORCING STEEL INSTALLATION(SEE 1705.2.2 FOR WELDING) SHOP(3)AND FIELD Y PERIODIC INSPECTION 3.INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE SHOP(3)AND FIELD Y PERIODIC BEEN INCREASED PER SECTION 1908.5 OR WHERE STRENGTH DESIGN IS USED INSPECTION 4.INSPECTION OF ANCHORS AND REINFORCING STEEL POST-INSTALLED IN PERIODIC OR AS REQUIRED • HARDENED CONCRETE PER RESEARCH REPORTS INCLUDING VERIFICATION OF BY THE RESEARCH REPORT ANCHOR TYPE,ANCHOR DIMENSIONS,HOLE DIMENSIONS,HOLE CLEANING FIELD INSPECTION Y ISSUED BY AN APPROVED PROCEDURES,ANCHOR SPACING,EDGE DISTANCE,CONCRETE MINIMUM SOURCE THICKNESS,ANCHOR EMBEDMENT,AND TIGHTENING TORQUE O 5.VERIFY USE OF APPROVED DESIGN MIX SHOP(3)AND FIELD Y PERIODIC INSPECTION 6.FRESH CONCRETE SAMPLING,PERFORM SLUMP AND AIR CONTENT TESTS AND SHOP(3)AND FIELD Y CONTINUOUS DETERMINE TEMPERATURE OF CONCRETE INSPECTION 7.INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER SHOP(3)AND FIELD Y CONTINUOUS APPLICATION TECHNIQUES INSPECTION 8.INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND SHOP(3)AND FIELD Y PERIODIC TECHNIQUES INSPECTION ■ 1705.6 SOILS 1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE FIELD INSPECTION Y PERIODIC THE DESIGN BEARING CAPACITY ■ 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED FIELD INSPECTION Y PERIODIC PROPER MATERIAL 3.PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS FIELD INSPECTION Y PERIODIC 4.VERIFY USE OF PROPER MATERIALS,DENSITIES,AND LIFT THICKNESSES DURING FIELD INSPECTION Y CONTINUOUS PLACEMENTAND COMPACTION OF CONTROLLED FILL Em 5.PRIOR TO PLACEMENT OF CONTROLLED FILL,OBSERVE SUBGRADE AND VERIFY FIELD INSPECTION Y PERIODIC THAT SITE HAS BEEN PREPARED PROPERLY 1705 POST-INSTALLED ANCHORS 1.PREPARE A REPORT INCLUDING THE FOLLOWING DETAILS: A.ANCHOR DESCRIPTION,INCLUDING THE ANCHOR PRODUCT NAME,BOLT FIELD INSPECTION Y CONTINUOUS Surveying DIAMETER,AND ANCHOR LENGTH LDC Engineering B.HOLE DESCRIPTION INCLUDING VERIFICATION OF DRILL BIT COMPLIANCE Planning WITH ANSI B212.15-1994.RECORD INSTALLATION DESCRIPTION,INCLUDING VERIFICATION OF MASONRY/CONCRETE COMPRESSIVE STRENGTH,AND FIELD INSPECTION Y CONTINUOUS —.di.AUr Keni ANCHOR INSTALLATION AND LOCATION(SPACING AND EDGE DISTANCE)IN M210142nd--NE last ce t.I PI s,4Ho1 ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION —dm.ale,wAvsor2 Kent,WA9 10 INSTRUCTIONS T 42s.wsa w.wA 0c ,.on F42ser2.v E DATE: 3-26-21 DRAWN BY: EJV CHECKED BY: DK SUBMITTALS REVI DATE I DESCRIPTION BY 3 I 2 WA FP o 52427 I STER 70NAL � i APPROVALSTAMP i I i a SITE SE04724A NE HILL KENT- KENT PUBLIC WORKS DEPT SE60XC302 11302 SE 236TH PL KENT,WA 98031 i SHEET TITLE SCHEDULE OF SPECIAL INSPECTIONS a SHEET NUMBER S-1 .1 DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 REFERENCE PLAN NOTES: 7 1. DO NOT SCALE FROM PLANS.PLANS ARE FOR REFERENCE ONLY. / 2. SEE ARCHITECTURAL DRAWINGS FOR EXACT / PLACEMENT OF RACKS AND BATTERIES 1 WITHIN EQUIPMENT SHELTER. 1 O 1 3. ALL EXPOSED STEEL SHALL BE HOT-DIP I GALVANIZED. 4. RF RACK ANCHORAGE BY OTHERS. d e 1 G ° • ° , ° ° d e d d ■ ® d° GENERATOR, SEE ARCH ■ d I s I I d ■ o E n d° 9 19 ° I I dl I I ed O d de7 1 I de ° • . ° ° d LDC I Surveying Engineering Planning d d a e Vr a i-ill. KeM d , , ° 202101—d Avenue NE 1-Central PI 9,#101 d Woodinville,W 98— Kent,-98030 —806.1869 www.20Ou .. 42-2.2893 $ e h e DATE: 3-26-21 d d e DRAWN BY: EJV ° d CHECKED BY: DK TELECOM ' °d co EQUIP, d° ° SEE SUBMITTALS O 1 , ARCH d I REV DATE I DESCRIPTION BY d (E)TOWER O O I e e N d / ,d i f • ed C ° d . d —27 APPROVAL STAMP d ° de o , d e d d e ° d w ° d ° IF °° d d SITE d° SE04724A o I NE HILL KENT- KENT PUBLC WORKS DEPT o SE60XC302 11302 SE 236TH PL KENT,WA 98031 T SHEET TITLE STRUCTURAL E REFERENCE PLAN a SHEET NUMBER 3 STRUCTURAL REFERENCE PLAN 22"x34"SCALE:3/4"=1'-0" I 11"x17"SCALE:3/8"=1'-0" S-2'O DocuSign Envelope ID:9C553D08-EAAA-4A1C-AO65-B40CE926D711 1. GENERAL PROJECT SCHEDULE OF SPECIAL INSPECTIONS 2. POST-INSTALLED REBAR&ANCHORS 1.1. ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL APPLICABLE TO THIS PROJECT BUILDING CODE.REFERENCE TO OTHER STANDARDS OR CODES MATERIAL/ACTIVITY SERVICE 2.1. SPECIFIC PRODUCT,DIAMETER,AND EMBEDMENT SHALL BE SHOWN YIN EXTENT AGENT DATE COMPLETED SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED& IN THE DETAILS.INSTALL PRODUCTS IN ACCORDANCE WITH PUBLISHED. 705 POST-INSTALLED ANCHORS MANUFACTURER'PRINTED INSTALLATION INSTRUCTIONS(MPII). 1.2. DRAWINGS SHOW TYPICAL&CERTAIN SPECIFIC CONDITIONS ONLY. CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE 1.PREPARE A REPORT INCLUDING THE FOLLOWING DETAILS: FOR DETAILS NOT SPECIFICALLY SHOWN,PROVIDE DETAILS SIMILAR FOR PRODUCT INSTALLATION TRAINING AND SHALL SUBMIT LETTER A.ANCHOR DESCRIPTION,INCLUDING THE ANCHOR PRODUCT NAME,BOLT FIELD INSPECTION V CONTINUOUS TO THOSE SHOWN. TO THE ENGINEER-OF-RECORD(EOR)INDICATING TRAINING HAS DIAMETER,AND ANCHOR LENGTH 1.3. EXISTING STRUCTURES&UNDERGROUND UTILITIES/STRUCTURES TAKEN PLACE.REFER TO THE PROJECT BUILDING CODE AND/OR B.HOLE DESCRIPTION INCLUDING VERIFICATION OF DRILL BIT COMPLIANCE ARE ON DRAWINGS FOR CLARITY ONLY.VERIFY ALL EXISTING EVALUATION REPORT FOR SPECIAL INSPECTIONS AND PROOF LOAD WITH ANSI B212.15-1994.RECORD INSTALLATION DESCRIPTION,INCLUDING VERIFICATION OF MASONRY/CONCRETE COMPRESSIVE STRENGTH,AND REQUIREMENTS.SUBSTITUTION REQUESTS FOR PRODUCTS OTHER FIELD INSPECTION V CONTINUOUS CONDITIONS,DIMENSIONS&ELEVATIONS BEFORE STARTING WORK. ANCHOR INSTALLATION AND LocnrloN(SPACING AND EDGE DISTANCE)IN NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY INTERFERENCE THAN THOSE LISTSED BELOW MAY BE SUBMITTED BY THE ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION AND/OR DISCREPANCIES THAT MIGHT EXIST. CONTRACTOR TO THE FOR FOR REVIEW.SUBSTITUTIONS WILL ONLY INSTRUCTIONS 1.4. THE DESIGN,ADEQUACY,AND SAFETY OF ERECTION BRACING, BE CONSIDERED FOR PRODUCTS HAVING A RESEARCH REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION SHORING TEMPORARY SUPPORTS,ETC.,IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER THE PROJECT BUILDING CODE.SUBSTITUTION REQUEST SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE 1.5. COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT ARCHITECTURAL,MECHANICAL,ELECTRICAL,PLUMBING&CIVIL. PERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION. 2.2. FOR ANCHORING INTO CONCRETE: 1.6. COORDINATE&VERIFY FLOOR,ROOF AND WALL OPENING SIZES& 2.2.a.MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN ■ LOCATIONS WITH ARCHITECTURAL,MECHANICAL,PLUMBING& ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED ELECTRICAL DRAWINGS.FOR ADDITIONAL OPENINGS NOT SHOWN ON CONCRETE AND SEISMIC APPLICATIONS. THE STRUCTURAL DRAWINGS,SEE ARCHITECTURAL&MECHANICAL DRAWINGS. 2.2.b.ADHESIVE FOR REBAR AND ANCHORS SHALL HAVE BEEN 1.7. FOR DIMENSIONS NOT SHOWN,SEE ARCHITECTURAL DRAWINGS. TESTED IN ACCORDANCE WITH ACI355.4 AND ICC-ES AC308 FOR ■ CRACKED CONCRETE AND SEISMIC APPLICATIONS.DESIGN 1.8. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE ADHESIVE BOND STRENGTH HAS BEEN BASED ON ACI 355.4 STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF TEMPERATURE CATEGORY B WITH INSTALLATIONS INTO DRY ■ THE RESPONSIBILITY TO REVIEW&CHECK SHOP DRAWINGS BEFORE HOLES DRILLED USING A CARBIDE DRILL BIT INTO CRACKED SUBMITTAL TO THE STRUCTURAL ENGINEER.THE CONTRACTOR CONCRETE THAT HAS CURED FOR AT LEAST 21 DAYS.ADHESIVE REMAINS SOLELY RESPONSIBLE FOR ERRORS&OMISSIONS ANCHORS REQUIRING CERTIFIED INSTALLATIONS SHALL BE ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER PER PERTAIN TO MEMBER SIZES,DETAILS,&DIMENSIONS SPECIFIED IN ACI 318-14 17.8.2.2.INSTALLATIONS REQUIRING CERTIFIED THE CONTRACT DOCUMENTS.CONTRACTOR IS ALSO RESPONSIBLE INSTALLERS SHALL BE INSPECTED PER ACI 318-14 17.8.2.4. snr1eying FOR MEANS,METHODS,TECHNIQUES,SEQUENCES,AND 2.2.c.POWER-ACTUATED FASTENERS SHALL HAVE BEEN TESTED IN Engineering PROCEDURES OF CONSTRUCTION. ACCORDANCE WITH ICC-ES AC70. Punning 1.9. STRUCTURAL DESIGN DRAWINGS SHALL NOT BE REPRODUCED AS — Waadinville Kent SHOP DRAWINGS.CONTRACTOR&THEIR SUBCONTRACTORS SHALL 3. SPECIAL INSPECTIONS 20210143nd Avenue NE ,es,ceno-1 rl s,mm PREPARE ORIGINAL SHOP DRAWINGS. w dimme,w 72 Keno W M30 1.10. CONTRACTOR SHALL REVIEW&STAMP ALL SHOP DRAWINGS BEFORE 3.1. STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THE ' P'nm E°'A"°''°° SUBMITTAL FOR REVIEW.PROPOSED FABRICATION CHANGES FROM REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. DESIGN DRAWINGS SHALL BE NOTED IN SHOP DRAWINGS.ANY 3.1.a.THE INSPECTOR SHALL BE HIRED AND PAID FOR BY THE OWNER. DATE: 8-11-21 DISCREPANCIES BETWEEN ARCHITECTURAL&STRUCTURAL 3.1.b.THE INSPECTOR SHALL BE RESPONSIBLE FOR COMPLIANCE DRAWN BY: GJS DRAWINGS SHALL BE NOTED TO BE VERIFIED ON SHOP DRAWINGS. WITH THE APPROVED STRUCTURAL PLANS AND SHALL SUBMIT 1.11. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL PROGRESS REPORTS AND INSPECTION REPORTS TO THE CHECKED BY: GJS APPLICABLE SPECIALTY ITEMS INCLUDING CURTAIN WALL GLAZING BUILDING OFFICIAL AND TO THE STRUCTURAL ENGINEER OF SYSTEMS,LIGHT GAUGE STEEL FRAMING,ORNAMENTAL GUARDRAILS, RECORD. CONTRACTOR NOTE: CONCRETE PAD REQUIREMENTS: SUBMITTALS SKYLIGHTS,METAL GRATING&STAIRS SHALL BE SEALED&SIGNED BY 3.2. SATISFY MINIMUM INSPECTION AND QUALITY CONTROL 1. SEE ARCHITECTURAL DRAWINGS FOR 1. 2,500 PSI MIN CONCRETE STRENGTH(Fc) REV DATE I DESCRIPTION BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. PLACEMENT. 2. 60,000 PSI MIN REBAR STRENGTH(fy) WASHINGTON&SHALL BE AVAILABLE AT THE JOB SITE DURING THE 3. 0.18%MIN STEEL REINFORCEMENT MIN WITHIN SLAB TIMES OF INSPECTION. 3.3. SEE S-1.1 SHEET FOR SCHEDULE OF SPECIAL INSPECTIONS. 4. 1,000 PSF MIN ALLOWABLE SOIL BEARING 1.12. RISK CATEGORY=II 5. 0.25 MIN SOIL/CONCRETE FRICTION COEFFICIENT 1.13. DESIGN GRAVITY LOADS: 6. 150 PCF MIN SOIL PASSIVE RESISTANCE DEAD LOADS: GENERATOR SEE DETAIL EQUIPMENT CABINET,SEE ARCH. LIVE LOADS N/A ATTACH EACH CABINET SNOW LOAD: w/(4)5/8"OJ SIMPSON STRONG-TIE 30FLy STRONG BOLT 2 EXPANSION of WAs, DESIGN SNOW LOAD,Ps 25 PSF ANCHORS w/3-5/8"MIN. 1.14. WIND LOADS: EMBEDMENT. i ULTIMATE WIND SPEED(3 SEC.GUST),V It 97 MPH EXPOSURE CATEGORY B y aaaza Eclsren"�° INTERNAL PRESSURE COEFFICIENT,GC, t0.18 1.15. SEISMIC LOADS: w POWER RACK BATTERY MAX=1200# RACK SEISMIC IMPORTANCE FACTOR,le 1.00 MIN=430# MAX=4000# APPROVAL STAMP MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: MIN=350# (SHORT SECOND)SS 1.314 (1-SECOND PERIOD)S, 0.450 v SITE CLASS D DESIGN SPECTRAL RESPONSE ACCELERATION COEFFICIENTS: (SHORT SECOND)SDI 1.051 SEISMIC DESIGN CATEGORY D 1.16. ANALYSIS PER EQUIVALENT FORCE METHOD 5"MIN SITE 1.17. SOIL LOADS: SPACING SE01303A SOIL VALUES SHOWN BELOW ARE BASED ON PRESUMPTIVE VALUES: T-10"MIN 6-1/2"MIN EDGE DIST UNIVERSITY BOOK STORE SOIL BEARING 1000 PSF BASE FRICTION 0.30 r n a ° 4326 UNIVERSITY WAY NE Ili- SEATTLE,WA 98105 -I II I — dz — ----------------— (E)CONCRETE SLAB SHEET TITLE STRUCTURAL GEN NOTES E SEE ARCHITECTURAL &STRUCTURAL DETAILS SHEET NUMBER 3 CABINET ANCHORAGE 1 22"x34'SCALE:3/4"=T-0" 11"x17"SCALE:3/8"=T-0" -� DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 O■ O LDC I Surveying Engineering Planning Vr"inAl. Kem 20210142nd Avenue NE 1891 Central PI 9,*101 Woodinville,W 98— Kent,-98030 4 806.1869 xww.LDCu .. 42-2.2893 E DATE: 3-26-21 NOT USED 6 NOT USED 5 NOT USED 4 CHECKED : EDK SUBMITTALS REV DATE DESCRIPTION BY 3 I I 5 aF RA XSyI m GENERATOR v (MAX 3090#) s 27 ? Aa`r'CISTF%8 ONAL U FOR REFERENCE ONLY AND FOR SEE ARCH, wl(4)5/80fd SIMPSON APPROVAL STAMP " IT IS NOT PART OF THIS STRONG-TIE STRONG BOLT 2 EXPANSION ANCHORS w/3-5/8" xo PERMIT APPLICATION U EMBEDMENT - N T-2 1/8"MIN =I I I SITE w III- SE04724A NE HILL WORKS 5 T&B,EVENLY SPACED KENT PUBLIC WORKS DEPT #5 14"o.c.T&D SE60XC302 @ 11302 SE 236TH PL N U 3"CLR 3"CLR KENT,WA 98031 SEE PLAN ih SEE GEOTECHNICAL REPORT SHEET TITLE FOR OVER-EXCAVATION AND STRUCTURAL E FILL REQUIREMENTS DETAILS a SHEET NUMBER 3 NOT USED 3 NOT USED 2 GENE '� S-3.O 22"X34"SCALE:3/4"=V-0" 11"X17"SCALE:3/8"=1'-0" DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 Alternator Specifications K®FIM. Model: 40REOZK Bpectncatbe Alternator a NEMA MGI,IEEE,and ANSI standards compliance for ®■ Manufacturer Kohler temperature rise and-for starring. 208-600V Diesel Type 4-Pole,RrrtaWig-Field aSorlaned short-rimult current of up to 300%Mthe rated Excitertype Bruahlesa,Rme-Earth current for up to 10 records. Permanent Magnet a Sustained short-di current enabling downstream circuit g0©1 Lama quantity,type breakers to Dip without collapsing the alternator field. Q Tier r ency Applications erica for stationary 4. Recon1(220-e t/? Emergency Applications Standard Features +,„o-,zoizz9-z4ov a Self-ventilated end dripproof cunstnrction. It it Volnege regulator Solid S ele.Valli , . a Kohler Co.provides one-source responsibility for the Insulation: NEMA MGI •depend a are and long life.vacuum-impregnated with epoxy varnish for Ratings Range generating system and accessories. dependability and long life. 60 He a The generator set and ib components are Temmpperrature rise 1301 Standby a Superior voltage waveform Tram a two-thirds pitch stator and prototype-teatetl,factory-built,and production-tested. skewed rotor. Standby: kW 37-42 Bearing:quanta,type 1,Flexible Y •Thers'O Hz generator get offers UL 22001isting. Spaeltleatlona Albmelor kW 37-37 AaronCoup a Flexible Disc Prime: kW 9437 •Theg¢neredr set accepts rated load In one step. Amortisaeurwbtliigs Full Peak motor staring WA: (35%Oip far valtr9es be" kVA 34-46 •The 60 Hz generator set meets NFPA 110,Level 1, Voltege regulation,no-load tofulMoad Controller Dependent 4N V 4P5X(121em) 739 when equipped with the necessary accomarlea and 480 V 4P7BX(12 bad) 180 in per NFPA stendarda. One-step load acceptance ,none,of Rating 240 V 4Q5X(dead) 92 •The generator set engine Is wattled to meet the Unbalanced load capability SW%bN Cu-. 240 V 407BX(9 kmJ floe Environmental Protection Agency(EPA)emergency stationary emissions regalrarnenta. Application Data •Aone-year limited warranty covers all generator set Engine Engine Electrical ® systems and compa rents.Two-and five-year g extended limited wartam re 49SY ies a also available. ae ceetor.I. 49Sae4 Goldoni e AOernatorfeataes: Engine Specifications Engine SCAOMD Engine Electrical System Engine SCAOMD o The unique Fast-Respon res X excitation system Manufacturer Kohler Olea d Battery charging alternator. delivsrs excellent voltage response and KDI KDI Ground(negalive/paainve) Negative shortcircuD capability using a rare-earth, Engine model 3404TM 3404TCR Volts(DC) 12 per marwnt reagnet(PM)-excited alternator. Enginstype 4-Cycle,Turbocharged Ampere rating so ■ q The brushless,rotating-field alternator has Cylinder arrangement 41ntie Same,motor rated voltage(DC) 12 se L brommnge reconecmbility. Do.an nsnt,L(cu.in.) 16(207) Be",ps(recommended cold menkbg DIESEL • )IhBl tedtures: Bare and udroke,ram(in.) 96x118(a2ax4S7) amps(CCA): Model with TM Engine Shown 0 Kohler designed cuntrollem for one5ource system Comm lon cede 18.51 17.a1 Quamlry,CCA rating One.Wo integration and remote communication.Sae Piston speed,msnin."In.) 416(1371) 510(,673) Battery valbpe(DC) 12 Controllers on page 3. Man berserker quantity,type 5,Repbcseble Insert Fuel PRODUCT IDENTIFICATION o The low coolant level shutdown prevents Reed rpm ,too ■ Generator Set Ratings overheating(standard on radial models Only). Max.power at Wed rpm,kWm(BHP) So M 70(94) 49-8- Calffomb o Integral vibration Isolation eliminates the n m m eat far Cylinder head Cast Iron nrq System Begins SCAOMD 13010 Rim ,OS°C. under-tint vibration s ktore. Fuel wturn line, ,nrin.D,ram in.) 6A(a 25) Fc O M B U S T I B L E SterM0 Rating Prima Nap spring iso Crankahat mama Cast Iron Fuel return lade,rob.ID,ram(in.) (A(0.P5) Alternator Voltage Ph He llfl/kA Amp. ItyyAWA Amps o The generator set for 49-state applicationsis vva moranal: Max,lift,enginedriven luau Wmp,m(a) ate(2o.0) 3.](,2.t) equipped with the KDI 3404 TM engine.The Intake ChromiumSilkon Steel a06x 12w2Ap , cu 4W40 tee 3Qr98 160 Max.fuel flew,Lph(gph) 46(1z2) 67.4(23.1) generator set that is CARB nagement/Distin mia Exr-verse., Chromium Steel South Coast Alf Quality Management District Governor:type,make/medel Mach.(or Max.reNm line restriction,kPe(in.Feel 20(5.9) 1].7(5.2) 3404 TOR engine is equipped with the KDI Elroop, % Ekx:tronic Fuel fitter FLAMMABLE 3404 TCR engine. Droop,5% Prefilter 74 MiuoW Frequency regulation,rxi to full-beat (or Baca.h leochronous PrimeryAVatx Saparetar 5 Mlaons®5 Mkrons @ Frequency regulation,assay sae a0.596 a9.28% 0% Frequency Fixed Efficiency Eaidency E Air domor type,all models Dry Recommended lued N2 Ultra law Sulka Diesel • o Lubrication y i rig Requiresmalableeletrnicg moroption Engineering Exhaust 4931es cannon NO SMOKING LDC Planning +9411ale celllornIs ,4iwtdky sy to,o Engle SCIIQMD Exhaust System Engine SCAOMD Type FWI Pressure woudinville Kam Exin manifolotypa Dry Oil pan eepetily,L(qi ,Sb(1ea) olaznd nvcnuc Nl 1851Kenino-al PI s,alol E#mustz Grated kW,nPhnin(cfm) 8.1(2W Oil Pan dapadry with fiber,L(gnJ§ 15.6(1 B.5) woodir,.tlle,Fun Snmz ,Fun mam3m Exhaustaxin. mainsed kW,dry 011 fiber.quantity,type 1,Cartridge az man inns www.t0¢n p.com 1411 nmz ere. exhaust,°C PFl 490(914) 471 fili Oil cooler Water-Cooled MiamurNmavmum allowable back 8(1.B)/ 8(24)/ §Kohler recommends the use of Kohler Genuine oil antl filters. wlwaw.a ra4 dwsr..aw.h�. ��r,a m.arma�m ewrwrharsw�be Ae rob rr�. peaame,kPr(In.Hg) s(z7 3.s(a.D) T-MOBILE ABOVE GROUND FUEL STORAGE a""wp"�w.wmawx. swr�a�"as a� err .aea .act mmlmaa..,o% a.a�a n... �n • ma,aq b,rp,errs, Exhaust Win save aengine hookup, DATE: 1-20-21 mod ,. T. 63.5(23) SYSTEMS SIGNS AND LABELING REQUIREMENTS x,ar 1w6aozN wean eau.I,aaaoaq alto, DRAWN BY: MAZ NFPA 704 HAZARD IDENTIFICATION CHECKED BY: RBH Application Data Controllers SYSTEM 15°DIAMOND ®1 SUBMITTALS _ Cooling 094tate California O REV DATE DESCRIPTION BY Radiator System Engine SCAOMD pip m AmbieAmbient temperewre,°C(°Fly 5D(1zz) tampand.r capacity,L(gal.J 4S(1.19) 1 1-2m-21 PRELIMINARV ZONING DRAWINGS MAZ Reline j=kee water cape including APM4o2 Cantralkr 2 1-27-21 FINAL ZONING DRAWINGS PPK 3 2-11-21 PRELIMINARY CONSTRUCTION PPK engine,L(gal.) 12.3{3.2) Provides advanced control,system monitoring,and system diagnostics 4 3-26-21 FINAL CONSTRUCTION PPK Engine j.ketwaerfimw,Lpm(gpm) tes(33) 120(32) ror optimum performance am campaibildy. o Heal rejected to coding wax at rated •Digital display antl menu contra provide easy local tlats access 0 O 5 412-21 RFCO:SITE ACQ COMMENTS AAL kW,dry amaua,kW(Badmin.) 32(1821) 35(1991) •111-IsnMnta ere eelecteble In mehle ar English units 6 e-31-21 RFCD:UPDATE STRUCT SPITS AAL % •Rmamucommunicatimthrua PCviam*worko Head rejected b air charge cooks at eerie configuration - rated kW,dry extmt4t,kW(B1Wmin.) 11 ISM 7.7(437) •Candler supports Modbue®prolowl Water pump type Cenbif iga a Integrated hybrid voltage regulator with a0.5%regulat in Fan diameter,including blades,on,(In.) Ni •Bulk-In alemaar thermal overload promotion Fan,W.(HP) 1.8(1 •NFPA 110 Level 1 capability Ruder to G6-161 for additional commilm features and accessories. % Max restriction of molbg air,Intake and v conchae.ski Idator,ME.(in.HBO) 0.10(0.5) �755 8629 REGISTERED o +Encbsoeraducosandllenttempar recap Niftyby5°CWF). Ve ARCHITECT Operation Requirements 494MW CalNmle Air RegYlrerertm Engl SGOMD (Available wlth the 4981ats generator ael lady.) Ndiebr-caolm ceding air. Declslo4lik r'SSO Controller RATE OF ALL STATE OF WASHINGTON n m n.( ) S40i Provides advancer cormrt system monitoring,antl system diagnuetice alarm t tea HAZARD RANGE: _ Combustion air,ma/min.(otmJ 4.5(159) 3.7(134 a Dremotemay andk ypebiliron EXPIRES:8-20-21 Heat rejected W ambient or. •Digsal display are keypad provide easy local tide access •Measuremente ere aelecleble in metric or Enklkh(nits Engine,kW(BW/min.) ,o.5(tote) a Remote communication thrua PC Ma network or NINE O'CLOCK: HEALTH aemaor,kwgaaumm.) 7.6(435) =,configimtion TWELVE O'CLOCK: FLAMMABILITY Matz.ar inteka reudridipn,kPe(n.Hg) Si a2 p.ze) Integrated or.pp.. r auuli�r�nih�.s regulation THREE O'CLOCK: INSTABILITY APPROVAL STAMP t Air density=120 kg9rp(0.075 Iteri •6ui6-in stermar thermal awrloed protedian Fuel Consumptlen 46Sbb Engine a NFPA 110 Level l capability SIX O'CLOCK: SPECIAL Ruder to G6-46 for additional controller features and accomctiea. Diesel,Lph(gphl at%does Stendby Rating ,00% ,a.o (a.>, Kaalaa=I..,<ylwrewe.m.nrsa,m-r REFERENCES: 117 (31) NFPA 704 sD% 9.1 (2.+) WFC 7901.9 d 25% 4.9 (1.91 EDiesel.Lph(gph)st%load Prime Rating I FC 2703.5 100% 13.2 (3.5) 759g 1g.6 (2.6) 50% 7.6 (2.0) 25% 4.9 (1.3) Furl CoeumpBen CSID.SCAOMD Engle SITE /o ii u Iyh 1pph)at%dad BMaby Some ,oax 123 (1 SE04724A 75% 9.4 (2.6) E so% 6.7 (1.61 NOTES: NE HILL KENT- aelc 4.P (1.11 1. PLACE AT DOOR OR TANK. KENT PUBLIC WORKS DEPT t00% LPh MfA)st%torn P1.1 Nate 2. SIGNS MUST BE OF DURABLE MATERIAL WITH RED SE60XC302 16% 11'1 p'e LETTERING ON A WHITE BACKGROUND. 11302 SE 236TH PL m 50% 9.P �� FOR REFERENCE ONLY AND 3. LETTERS SHALL NOT BE LESS THAN 3 INCHES(76.2 MM)IN KENT,WA 98031 25% 3.6 (1.0) HEIGHT AND 1/2 INCH(12.7 MM)IN STROKE. IT IS NOT PART OF THIS 4. SIGNS SHALL NOT BE OBSCURED OR REMOVED AND SHEET TITLE SHALL BE IN ENGLISH AS PRIMARY LANGUAGE PERMIT APPLICATION 5. COMBUSTIBLE SIGN MAY ALSO BE WHITE LETTERS ON GENERATOR SPECIFICATIONS RED BACKGROUND. ruasz(4o6¢ozq snap SHEET NUMBER 3 NS .� TANK SIGNAGE 2 M-1 .O 22"X34"SCALE:N.T.S. 11"X17"SCALE:N.T.S. 22"X34"SCALE:N.T.S. 11"X17"SCALE:N.T.S. DocuSign Envelope ID:9C553DO8-EAAA-4A1C-AO65-B40CE926D711 ®■ _ 76.2 13,001 MODEL DESCRIPTION ENCLOSURE WEIGHT ENCLOSED 352 ENGINE EXHAUST KG ILBS1 CENTER OF BALANCE CO 113.91 STEEL WEATHER, 40-60KW 261 [5 7 5 1 50.3 4P5X STEEL SOUND, 40-60KW 272 16001 50.3 0:- O ALUMINUM SOUND, 40-60KW 170 13751 51 .0 0 STEEL WEATHER, 40-60KW 261 15751 51 . 1 4P7BX STEEL SOUND, 40-60KW 272 [600] 51 . 1 ALUMINUM SOUND, 40 60KW 170 [375] 51 .8 O 218 ° ° STEEL WEATHER, 40-60KW 261 [5751 51 .5 18.61 4P8X STEEL SOUND, 40-60KW 272 16001 51 .4 ALUMINUM SOUND, 40-60KW 170 13751 52.2 ° ° STEEL WEATHER, 40-60KW 261 15751 52.2 4P10X ISTEEL SOUND, 40-60KW 1 272 [6001 52. 1 ALUMINUM SOUND, 40-60KW 170 [375] 1 52.9 ■ 0 0 ■ o O ■ IR DISCHARGE FOR REFERENCE ONLY AND ■ } IT IS NOT PART OF THIS .0 PERMIT APPLICATION O w Z Surveying E O w L D C Engineeg ng d Q J Plannin V -dinvllle Kent =10102nd Avenue NE 1851 Central Pl S,Ml01 WDDdi.AIIe,WA980R Keno WA 98030 1 0 7 0 88.,eN9 m w.LDCa' o.. F-482.x8 [42. 1 ] ALTERNATOR ACCESS PANEL a' 1 0 4 1 2320 DATE: 1-20-21 885 [34.81 [41 .01 191 .31 DRAWN BY: MAZ DOOR OPENING CHECKED BY: RBH 0 0 0 0 0 0 0 0 0 0 0 o 0 SUBMITTALS •�: :�• REV DATE I DESCRIPTION BY 1 1-20-21 PRELIMINARY ZONING DRAWINGS MAZ FINAL ZONING V LJ\A/LJ LIWI-ISM LIIAJ LI LJLJ� O O 2 1-11-21 PRELIMINARY DRAWINGS PPK 3 pC���������5 ®���������� 3 2-11-21 FINALCONSTRCONSTRUCTIONCONSTRUCTION PPK Q � p � 4 326-21 FINAL CONSTRUCTION PPK ^C'J 5 412-21 RFCD:SITE ACQ COMMENTS AAL S 8-31-21 RFCD:UPDATE STRUCTSHTS AAL CS w O O ° ^ u0 It1^ tD� 0'0 ° ° M In - 8825 REGISTERED 0 - ARCHITECT PLENUM 30 g0 ACCESS PANEL STATE OF o L o• �� EXPIRES:8-20-21 i O O O O O 0 ° ° O O O O ° ° O 0 0 0 ° ° O 0 0 O O O APPROVALSTAMP o O o O o o O o a O o 38 M COOLANT DRAIN AIR INTAKE 9 6 6 [1 .51 1 6 5 6 �� 274 o [38.01 T 165.21 [ 10.8] El [2 2.6] [i 2.0] \-OIL DRAIN 1 0 4 1 4 X 1 7.5 [.6 8 91 141 .01 SKID MOUNT HOLES CENTER OF BALANCE DIMENSIONS IN [] ARE ENGLISH EQUIVALENTS (SEE CHART) REV DATE ON COMPOSITE EWES, SEE PART NO. FOR REVISION LEVEL RY UNLESSOTNERNISESPECIFIED- METRIC PROE I DIMERE 01 ARE IX MILLINETEAS KOHLER CCi SITE 0 2300 - 2-03-15 NEW DRAWING ICTIO52821 KNN 2)TOLERANCES ARE: %.xx POWER SYSTEMS, KOHLER, WI 53044 U.S.A. SE04724A 190.61 A 9-25-17 (D-7) DIM. 076.2 [3.001 ADDED [CT1770041 SRM %.z THIS DRAWING IN DESIGN AND DETAIL IS KOHLER CO. ANGLES SURFACE FINISH PROPERTY AND MUST NOT BE USED E%CEPT I N NE HILL KENT- o / MAX, CONNECTION WITH KOHLER CO. WORK. ALL RIGHTS OF 60HZ 4P5X, 405X, THIRD v DESIGN OR INVENTION ARE RESERveD TITLE . KENT PUBLIC WORKS DEPT N NOTE: 4P7BX, 407BX, 4P8X, _JECTI6,AN6L DIMENSION PRINT, ENCL. 4060 KW KDI SE60XC302 401 4P10X, 401OX, APPROVALS DATE 11302 SE 236TH PL w I . IF TANK IS ORDERED, ENCLOSURE MOUNT DIRECTLY TO TANK. RECON. 600V ALTERNATORS KNN 02.03.15 NDALE o.11 IND Dr KENT,WA98031 2, TANK MAY EXTEND BEYOND ENCLOSURE (DISCHARGE END ONLY) 40,50,60 KW KOHLER DIESEL E^ BMK 02.03.15 DNSxD. ADV-8740 D SHEET TITLE GENERATOR SPECIFICATIONS i SHEET NUMBER GENERATOR SPECIFICATIONS M-2.0 22"x34"SCALE:N.T.S. 11'x17"SCALE:N.T.S. DocuSign Envelope ID:9C553DO8-EAAA-4A1C-AO65-B40CE926D711 0■ 7 6 5 i 4 I 3 I 2 ITEM PART NO QTY DESCRWTION I GM103644 I KIT, SECONDARY CONTAINMENT TANK LABELS 2895.6 1114.001 2 GM86143 2 TUBE, DIP, ASSY, 3/8" 1876.4 (73,871 INNER TANK REF. O 3 GM93354 I TANK, FINAL WELDMENT 1377.0 [54.213 4 PFS-2180 I BASE, WOOD 408.0 [16.06] 23.9 [16.69 187.3 [7.371 RAD. REF. 5 PNP-2002-30 4 BOLT, CARRIAGE (I/2-13 X 3.00") STUB-UP REF. GEM. REF. ON 7 SA10290 I BUSHING, PIPE ECK ((4" XN2") HEX HD END PANEL REMOVABLEli N ® 16 12 �FOR GULTOR cULED ALABET IONL �FORGWARNIESTE INGOLAO L U 8 SA10998 I lCOUPLING, FULL PIPE o o 9 SA12698 I VENT, NORMAL 2" W/ 5" RISER max 10 SA21972 I SWITCH, FUEL IN BASIN TOP MTD 2" 15H ----I-- - - - - a----� - -�--T- ---- - - -i-- II SA22030 I GAUGE, ADJ. FUEL LEVEL i i iE i E i i BI 12 SA24291-8 I GAUGE, ADJ. FUEL LEVEL 13 SA33838 I FILL CAP, 2" LOCKABLE W/PIPE RISER 14 SA35525 2 CAP, EMERGENCY VENT (3 IN. NPT) mo i i� F i i i i i ii 01 d m' IS X-25-113 4 WASHER,PLAIN d4 .m I I I II J I I 1 I I C I 11 a 16 X-75-44 2 IPLUG, PIPE (2"NPTF) D 17 X-89-17 4 NUT, HEX, 1/2-13 THIS M AN AUTOMATED TABLE ALL UPDATES MUST BE MADE NY THE ASSEMBLY. i I 1 u I I I I 1LJ-7:� r iI rc o I I 1 11 I I 1 I I �� I I OD o ua I I I II I I I I I1 II � c aD W 1 I 1 II I I 1 I I11 �+ - Wa � I - 1 1 1 I I I 1 I IA I ITANK FITTING$( I I I i I I I I I _P 1 I 00 serveA. 3" NPT EMERGENCY VENT FITTING PER NFPA 30 1--�- -�_____=___=s=Z=_1___=_ __i==1_1Y'"g -M r wITP vEME GENC (V^TVEN 2). _°__�___ ,� �_ _.n_ __�__�__ _ _ __ __ _ LDC Fnglneeing ( B. 4" NPT FUEL�FILL FITTING BUSHED TO 2" NPT WITH ° ° = I ° ° 1 ° ° I 1° _ t Planning LOCKABLE FILL CAP AND 2" RISER C. 2" NPT FUEL LEVEL GAUGE FITTING W/ DIRECT READING 6X 025.4 1 owz es h""Ne Gen zl Pl s,aml MECHANICAL GAUGE, TANK MOUNTIN SUGGESTED LOCATION FOR wal"�me,wA"H"�z "KQ"1,wAaaaO D. 2" NPT NORMAL VENT FITTING WITH MUSHROOM VENT 4X 0.0 10.793 EMERGENCY VENTING LABEL " a CAP AND 5" RISER. WU. BASE MNT. E. 1/2' NPT FITTING FOR REMOVABLE ENGINE SUPPLY DIP TUBE 1165.E [45.89] 139.7 [5.50) (3/8" NPT FEMALE) WITH CHECK VALVE. 2225.4 187.611 F. 112' NPT FITTING FOR REMOVABLE FUEL RETURN DIP TUBE DATE: 1-20-21 (3/8" NPT FEMALE). 1596.0 [62.83] 937.0 136.891 H. 2" NPT FUEL LEVEL SENDNG UNIT. DRAWN BY: MAZ J. 2" NPT FITTI I NG FOR OPTONAL SWITCH (INSTALL 2"NPT PIPE PLUG) CHECKED BY: RBH N. 2" NPT FOR FUEL IN BASIN SWITCH P. 2" NPT FITTING FOR OPTIONAL SWITCH (INSTALL 2"NPT PIPE PLUG) SUBMITTALS REV IDATE I DESCRIPTION BY ALL F I TT I NGS INSTALLED BY SUPPLIER. 2300A 190,551 1 1-20-21 PRELIMINAR-0 ING DRAWINGS - NOTES: 2184.3 (86.001 13 1 4 z 1-2]-21 FINAL ZONING DRAWINGS PPK I. BAFFLE TO SEPARATE HOT AND COLD SIDE OF TANK. 385.0 [I .161 3� 6 I 1 2 3 z-11-z1 PRELIMINARY CONSTRUCTION PPK 2. MATERIAL: 0 4 3-26-21 FINAL CONSTRUCTION PPK B COVER: 76A B 5 4-12-21 RFCD:SITE ACO COMMENTS AAL INNER TANK (ENDS, SIDES, BOTTOM, BAFFLE), 10 GA s a-a1-21 RFCD:UPDATE sraucT SRTs AAL RAILS, END CHANNELS & GUSSETS. 7 GA 1111 OUTER TANK BOTTOM, 10 GA 3. EXTERIOR: PRIME OR PAINT BLACK PER G-057. c o z 11 1 I$ 1 T 4. TANK WEIGHT....... 466 KG 11027 LBS] II 1 1 1 I 5. THIS FUEL TANK IS DESIGNED TO SUPPORT A , �(' jj Ci 1 i �y GENERATOR SET. 1 Al e REGISTERED 6. FITTINGS "E" & "F" TO BE PLUGGED WITH PLASTIC v a0� i1 i ' i 1 I ARCHITECT SHIPPING PLUGS. 1 rl 1 I 7. EACH TANK TO BE PACKAGED AS A SEPARATE UNIT. AL .-ALA----------- 8. REQUIRED LABELS: CHAR ALLUL LABEL OR (UL LABELSTATE OF WASHINGTON -"GENERAL" SERIAL NO. LABEL ` -I` (WITH SERIAL NO. AND KOHLER PART NO.) -ATMOSPHERIC TANK WARNING LABEL q I7 IS II LxalRls a-zo-s -EMERGENCY VENT LABEL 9 -PORT IDENTIFICATION LABELS -ADD'TL cUL LABELS WHEN REQUIRED APPROVAL STAMP 9. TANK CAPACITY........54 LL [142 GAL] 10. CONTAINMENT..........143X A 11. TANK EMERGENCY VENTING CAPACITY...40,940 CFH A 12. SAFE FILL HEIGHT (WHERE APPLICABLE)..-.304.8 [ 2.00] NEW DATE Do CONroGITE DNSS.SEE PART ND,FOR REVISION LEVEL BY fssmeslxWfculm- E�IILERCQ II I RI 11 YILLIIEMIS 5.6-14 NEW DRAWING ECT799003 JB2 rl faL'1RII1 R : 1.i'3 I.RS POWER SYSTEMS, KOHLER,WI 53044 U.S.A. A B-IS-1/ lB-Il 2181,5 WAS 1118.6, 1D-51 flEMOVABIE END i l.F Tx 15 DRAWING IN DES16N AND DETAIL 15 NONLER CO, WELD SPEC: IN PROPERTY AND MUST NOT BE USED EXCEPT IN WELD PER WELD SPECIFICATION PANEL ADDED[Crsol6n JB2 iY0Lf9!Y 50' / UNN CONNECTION WITH KOHLER CO.WORK.ALL RIGHTS OF WEL 7.PER 1-36 WELDING OI PRODUCTS B 9-22-14 REDESIGNED COMPLETELY TO 142 GAL. FROM IN d DESIGN OR INVENTION ARE RESERVED, GAL. ECT940303 SDS 'd,7`a' C 10-22-15(A-8) NOTES: 11; 40.940 CFH WAS 39.307 CFH GFR APPRovALs DATE SWSTATE TANG, 142 GAL,USTSC ECT1282353 JB2 5-6-10 w D 7-11-17 (D-8)SH103644 (1)WAS SA22448(1) ECT1761131 TBT"`° JB2 5.6-U xrr o.I3 w I or I E 8-10-18 (8-8)6-057 WAS 6-57&VIEWS UPDATED ICTIO96371 PAS"' AJD 5-6-10 GM93355-1 D I SITE 8 7 6 5 4 3 2 1 SE04724A NE HILL KENT- KENT PUBLC WORKS DEPT SE60XC302 11302 SE 236TH PL FOR REFERENCE ONLY AND KENT,WA98031 IT IS NOT PART OF THIS SHEET TITLE PERMIT APPLICATION GENERATOR SPECIFICATIONS SHEET NUMBER GENERATOR SPECIFICATIONS - TANK M-3 N O 22"x34"SCALE:N.T.S. 1 11"x17"SCALE:N.T.S. DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 ®■ 0 O AEHC LL LL 121V2020 SE04724A_Spnnt Retain t dralt_2020.12-02 ■ Configuration 56790EZ_SR_T ■ For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. Em:� (Alpha, Beta & Gamma) ■ FDD-Lowband LB-Ma oao B12 V00)—5 MHz Passive Antenna B71(1-600)—10 MHz - B71(N600)—10 MHz (- ''� I i ''� Surveying JI IE L D C Engineering L]9i• PROPOSED I E_ PROPOSED Planning FDD-Midband AHLOA UNIT— AHFIG UNIT �udinville Ken! B4(L2100)—20 MHz w dA „ NE s K 1"11'R",«,6, L21+Awsa "z;Ooe;I:I�:WA96w .� u 666(AWS3)—5MHz "m NM B2(1-1900)—20 MHz DATE: 1-20-21 B25 L1900 —20 MHz ( ) MA DRAWN BY: MAZ SRAN—GSM PCS CHECKED BY: RBH s G 15 e a 1 1 SUBMITTALS TDD-Band 41 I REV DATE I DESCRIPTION BY L2.5(2.SGHz)-60 MHz 1 1-20-21 PRELIMINARY-ING DRAWINGS MAZ N41(2.5GHz)—10OMHz 2 1-11-21 PRELIMINARYFINAL ZON NO DRAWINGS PPK 3 2-11-21 PRELIMINARY CONSTRUCTION PPK 4 3-26-21 FINAL CONSTRUCTION PPK +2nd carrier(<=80MHz) 4-12-21 RFCD SITE ADO COMMENTS AAL A H LOA A H F I G 6 8-31-21 RFCD UPDATE STRUCT SHTS AAL PROPOSED TICS PROPOSED TICS 700+600 AWS+PCS 2.0 PENDANT 2.0 PENDANT 8828 REGISTERED ARCHITECT i RICHAR . ALL STATE OF WASHINGTON N EXPIRES:8-20-21 m TOP' PROPOSED TICS PROPOSED HCS s - - - — —— ——— — ————— —————————— 2.0 EQUIPMENT 2.0 EQUIPMENT Ground JUNCTION BOX JUNCTION BOX APPROVALSTAMP HCS2.0 ( HCS2.0 TowerTop I TowerTop PROPOSED ------------------ PROPOSED(3)ABIC LOCATED f _ - FSMF MODULE F' SRAN LTE+ GSM WITHIN AMIA RACK TI'L- FSMF 5G Airscale GSM, PROPOSED(3)ABIA PROPOSED(4)ABIL LOCATED SITE PCS LOCATED WITHIN AMIA RACK WITHIN AMIA RACK SE04724A NE HILL KENT- KENT PUBLIC WORKS DEPT LTE FDDITDD SE60XC302 � �-, �- 11302 SE 236TH PL Airscale1 ,�I�e�o � U��� o a_�e. � KENT,WA 98031 Not,.,, PROPOSED(2)ASIB PROPOSED(2)ASIK LOCATED SHEET TITLE LOCATED WITHIN AMIA RACK PROPOSED(2)AMIA RACKS WITHIN AMIA RACK RE PLUMBING DIAGRAM SHEET NUMBER RF PLUMBING DIAGRAM RF-1 .0 22"X34"SCALE: N.T.S. I 11"X17"SCALE: N.T.S. DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 NOKIA ITEM CODE/SECTOR PRODUCT NAME ®■ 474932A Mxl2lAOSDQSFP28 SM 10Km LC 473471A M x 0 I FOTA Optical SFP+10GBase-SR 850nm MM FTLX8573D3BTL Mx2 10GID/s 850nm Multimode SFP+Datacom Transceiver OPT2 OPT2 O OPT1 OPT1 AEHC AOSDI AOSD Fm=4 I Surveying Engineering E I LDC Planning —dinWlle Kent 20210142nd Avenue Nr 1851 Central PI S"" WoodinNlle,WA980R Keno WA 98030 421-1e59 mvw.LDCmrp.aom f4xs.4ex.2a DATE: 1-20-21 a DRAWN BY: MAZ CHECKED BY: RBH SUBMITTALS REV I DATE I DESCRIPTION BY 1 1-20-21 PRELIMINARYZON ING DRAWINGS MAZ 2 1-27-21 FINAL ZONING DRAWINGS PPK 3 2-11-21 PRELIMINARY CONSTRUCTION PPK 4 3.2&21 FINAL CONSTRUCTION PPK AOSD AOSD 5 4-12-21 RFCD:SITE ACQ COMMENTS AAL S &31-21 RFCD:UPDATE STRUCTSHTS AAL LTJ O"� ABIC Q7 O ABIL L-J S7 a - _-J LTJ L-- ASIB ASIK _T- T T- T F---S. —T L °ll �0 - u n w - 0 8828 REGISTERED -L r _ I li., �O o w _C D _ ARCHITECT LTE TDD eNB2 a NR TD r i o D-9N8 FOTA FOTA � e RICHAR . ALL STATE OF WASHINGTON EXPIRES:5-20-21 i APPROVALSTAMP E FTLX8573D3BTL FTLX8573D3BTL SITE i Eqj "®...e o.©. ...........®® NESHIOLKENT- o°o°0 0 KENT PUBLIC WORKS DEPT NOKIA 9I r ® J SE60XC302 N 11302 SE 236TH PL IXR-e KENT,WA 98031 0 -9 AEHC FIBER CONNECTIONS DIA. SHEET TITLE SFP DETAIL i SHEET NUMBER ONE SECTOR SFP DETAIL RF-1 .1 22"x34"SCALE: N.T.S. 11"x17"SCALE: N.T.S. DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 15.45'E t MATCH EXISTING __— ®� SURFACE EXCAVATION/MAGNETIC 2 0 WARNING TAPE TRENCH --=-—_- \�/jam% UN EXCAVATED AREA � COMPACTED FILL I O PER UTILITY CO REQ I N. SAND FILL 3"MIN ELECTRICAL CONDUIT NOTE ® n° PROPOSED T-MOBILE 40kW DIESEL ■ JURISDICTION MAY REQUIRE DIRECTIONAL BORING OF ' GENERATOR W/TANK VENT ON CONCRETE TRENCH FOR CONDUITS-CONSULT WITH JURISDICTION. a PAD(1 TOTAL). F=4 I I° ELEC/TELCO TRENCH 3 4 e ° I 22"x34"SCALE:1/2"=1'-0" 11"x17"SCALE:1/4"=1'-0" PROVIDE 200A,120/240V,1PH, 3W METER SOCKET AND ` , 1I e II n• ° a Surveying CIRCUIT BREAKER 4� Engineering ECOMBINATION AND ARRANGE NEMA 3R ENCLOSURE L DC Planning WITH SUPPLY AUTHORITY TO PROVIDE 200A SERVICE METER / \ —di II. Ke"1 (1)#4 CU,3/4"C. / \ G �58886a 8 9AVA98 Nr 851 IL Fr41 5 483 2881 W""dinNlle,WA 9.Nr Keno W 188830 3"C.W/PULL WIRE / \ a m w.LDCa'orLP.. a^ 4. O TO GROUNDING PROPOSED T-MOBILE(2)4"0 SCHD 40 �°° ;° , as DATE: 1-20-21 SYSTEM TO POINT OF UTILITY 100A,� I PVC CONDUITS FOR POWER&ALARM a CONNECTION.SIZE 1P CONTROL FROM GENERATOR TO ATS. a , DRAWN BY: MAZ CONDUCTORS PER NEC. (3)#3/0&(1)#6 SEE GENERATOR NOTE. a a •GIRD,2"C. CHECKED BY: RBH a' a AC FAIL WP 0 • °G. • ,a • • ° ' ° SUBMITTALS RELAY ° G REV DATE DESCRIPTION BY I 1 1-20-21 PRELIMINARY ZONING DRAWINGS MAZ •C41 2 1-27-21 FINAL ZONING DRAWINGS PPK PANEL 200A GENERATOR �1 3 2-11-21 PRELIMINARY CONSTRUCTION PPK A RECEPTACLE a G / • 4 326-21 FINAL CONSTRUCTION PPK • A ° P a 5 412-21 RFCD:SITE ACQ COMMENTS AAL S 8-31-21 RFCD:UPDATE STRUCTSHTS AAL , (3)#3/0&(1)#6 , °i� GIRD,2"C. o O ° a4 n 8828 REGARCISTER HIT CED POWER i CABINET O OO \ A° •4, \ A , RICHAR ALL ONE-LINE DIAGRAM PROPOSED T-MOBILE ATS CABINET \ smrEOFwnsHiNCTON MOUNTED EXISTING H-FRAME. 11 LxPIRLS:s-20-21 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. A. • I, EXISTING UTILITY H-FRAME WITH ° .. APPROVAL STAMP NOTE: POWER AND METER(TO REMAIN) a , 1. CONTRACTOR SHALL CALL FOR LOCATES PRIOR TO TRENCHING. 2. THE LOCATION OF UTILITY CONDUIT ROUTING SHOWN ARE .a = APPROXIMATE. a , ° a •a 3. COORDINATE EXACT CONDUIT ROUTING AND STUB UP LOCATIONS a ' 4° ° , " ° , WITH UTILITIES AND CONSTRUCTION MANAGER PRIOR TO ROUGH-IN. A n a$ m e SITE GENERATOR NOTE: d. ° SE04724A E • GENERATOR START CIRCUITS FROM GENERATOR TO ATS NE HILL KENT- KENT PUBLIC WORKS DEPT N • GENERATOR CONTROL ALARM WIRES(4 PAIR,#18 AWG INDIVIDUALLY SE60XC302 PL SHIELDED PAIRS)FROM GENERATOR TO SHELTER 11302 SE 980 1 KENT,WAA 8031 0 • STANDBY POWER FEED FOR SHELTER(2)3/0-AWG+(1)#4 GND i SHEET TITLE • GENERATOR ANCILLARY CIRCUITS(BATTERY CHARGER/BLOCK Cal 2 6usiless Days Before You Dg ELETRICAL SITE PLAN HEATER)(3)#12 AWG TO DEDICATED 20 AMP SP BREAKER AT SHELTER 1-800-342-1585 Utilities Underground Location Center • 22 AWG CAT 5(FUEL TANK ALARMS) (IDAHO) SHEET NUMBER 3 ELETRICAL SITE PLAN E-1 .0 22"x34'SCALE:3/4"=V-0" 1 11"A 7"SCALE:3/8"=1'-0" DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 GROUNDING KEYED NOTES NOTE: Is.4s°E t EXISTING GROUND RING WITHIN EXISTING EQUIPMENT COMPOUND ALL CONDUIT ENTRANCES O (FIELD VERIFY). MUST USE AN ACCEPTABLE UL O EXISTING MGB AT EQUIPMENT. ■ TYPE 3 CONDUIT HUB OR EQUIVALENT TO ENSURE A O EXISTINGAGBATANTENNAS. EXISTING AGB CONNECTED TO EXISTING MGB WATERPROOF CONNECTION O WITH(2)#2BTCW. • PROPOSED T-MOBILE ANTENNA PER PLAN,TYP. OEXISTING MONOPOLE. O7 CONNECT PROPOSED CABINETS WITH#2 BTCW TO O EXISTING GROUND RING. O8 CONNECT PROPOSED ANTENNA AND RADIO UNIT 4 WITH#2 BTCW TO AGB(TYPICAL AT EACH UNIT). tll) P. GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. Emm 2. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD AND CLEANED THOROUGHLY THEN COVERED WITH TWO(2)COATS OF SHERWIN WILLIAMS GALVANTE PAINT B350W3 OR EQUAL.SEE 6/E-3.0 FOR TYPICAL CONNECTIONS. L DC I Sugoneeri g 4. ALL WIRES SHALL BE COPPER THHN/THWN.ALL GROUND WIRE SHALL En ineerin E BE GREEN INSULATED WIRE ABOVE GROUND. Planning / 3. ALL ELECTRICAL CADWELD AND MECHANICAL CONNECTIONS SHALL wooeiodll• Kent / HAVE NON-OXIDATION COMPOUND APPLIED TO CONNECTION. =101n dA...r NF 1851 Central Pl Qb101 ,I -di.All WA 980R Kent WA 98030 I 4. ALL MATERIALS AND CADWELD MOLDS,SHOTS,ETC.SHALL BE 1o.1r69 ..LDC1 o.. F-482.2r FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 5. REFER TO DIVISION 16 GENERAL ELECTRIC;GENERAL ELECTRICAL DATE: 1-20-21 Mi--------------------------------------------- I s ----�\ PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING DRAWN BY: MAZ I I 5 STANDARDS. I I 6. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES CHECKED BY: RBH INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 7. USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN I 3 T T NSTD 119,33&36. SUBMITTALS REV I DATE I DESCRIPTION BY 1 1-20-21 PRELIMINARY ZONING DRAWINGS MAZ a s I I 2 1-27-21 FINAL ZONING DRAWINGS PPK — 3 2-11-21 PRELIMINARY CONSTRUCTION PPK •°I O 5 412-21 RFCD:SITE ACQ COMMENTS AAL J j I ° ° 1 I•I I � _— .� //�� I I I 1 \`\` B 8-31-21 RFCD.UPDATE STRUCT SHTS PAL ——— % I i d y l • GROUNDING LEGEND 882E REGISTERED o I i i II OO O° Do ARCHITECT ECT 6 GROUND BAR 7 GROUND INSPECTION WELL STATE OF WASHINGTON O 0° 2 t I 0° I I OO • COPPER GROUND ROD LxaIRLs:s-20-21 � 10 o COMPRESSION LUG 0° h A CADWELD CONNECTION APPROVAL STAMP a\\� • / .• I I i I I I I I I SIDE SPLICE CADWELD 0 I I I I I �� FIELD VERIFY&TIE INTO EXISTING GROUNDING SYSTEM E I I I I PROPRIETARY INFORMATION I •• t• °.. I 1 I; I I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION p —p—p p p < DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE P P P—P— P P P I 1 I OTHER THAN THAT WHICH RELATES TO T-MOBILE SERVICES ARE STRICTLY SITE PROHIBITED. I SE04724A E I I I s I I NE HILL KENT- KENT PUBLIC WORKS DEPT SE60XC302 N I 1 a I 11302 SE 236TH PL w , I KENT,WA 98031 ———————— ————— — ---- ———————— -------------� i SHEET TITLE PROPOSED(2)3"RIGID PROPOSED(2)3"RIGID SCHEMATIC GROUNDING PLAN CONDUIT(POWER)15'±LF CONDUIT(POWER)4'±LF SHEET NUMBER SCHEMATIC GROUNDING PLAN E-2.0 22"x34"SCALE: 11"X17"SCALE:###"=1'-0" DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 ®■ CABINET BATTER`EXPANSION Li BLK TO HEATER RELAY HEATER HEATER OP-CABINET RED OOR ALARM MDL 5 L2 RED BL L1 SWITCH Li BLK SHELF 1 DL 1& DL 38 L2 RED RE LGR G RED AL 1DOOR ALM G RN ONION ONION ONION BLK RM BLK RTN MOL5 Li BLK RED L2 RED � ep 62J1 DAC ALARM 1 AL2 DAC ALM ?rRN BLK SHELF 2COOL BLK RTN RED RE L2DL1& , ' A 'RED AL3 HTR ALM GR G ® HEATER ALAR BLK RE RE RE Ir O J8 J7A J3 BLU RTN DCPP REAR VIEW BL BL BL ® rT,C® AL4 DC ALM AC POWER 88�� BLU/WHT RTN CONNECTIONS DAC ORG ALS DC MAL ALARM _ ORG/WHT RTN 3 2 ---------------------- GRN ALE AC PWR HULOW BLK GRNAVHT_ RTN RED 3 7 RE 1 AL7 BAT CAB DOOR 240VAC DINRAIL • BLK HEATER ASSEMBLY ■ J1 DOOR OPEN RTN W1 HEAT GREEN DETECT ALE BAT CAB DAC SWITCH RTN WIRES ■ ® DC ALM ALARM ALARM CABLE DC PP ALM RLY PIN JB J7�J6 J3 AL3 BLUE K10-NC 73 AL9 BAT CAB CBALM q� DC MIN AL3 RTN BLU/WHT K10-C 74 RTN TOCAB ® &�®® HEATER AL4 ORANGE K11-NC 76 UPPER LEV MGB ALAR DC MAJ AL4 RTN ORG/WHT K11-C 77 AL10 TERMINALS C MAINS HI ALS GREEN K9-NC 70 RTN LOWER LEV Em /LOW ALS RTN K9-C Ti AL11 TERMINALS CODEX ALARM MODULE INSIDE RTN 0000 0000 FRONT DISTRIBUTION COVER AL12 0000 0000 DC ALARM WIRING RTN BLACK RED O 1 O O OH E GRN , Surveying WHT FIELD WIRING Engineering WHT ORG BROWN PAIR 240VAC GR BL OR NOT USED) SINGLE PHASE LDC Planning 6011z 200A MAX wnnd n G 71 3 74 6 77 20218142nd A A .venue NE 1851 Centralt'l PI 5,Xt01 Woodinville,WA986R Keno WA 98630 K9 K10 K11 425aes1869 4s48228..,.w.LDaop.4wn F DATE: 1-20-21 SKU# 33965 -ALARM WIRING DIAGRAM 4 SKU# 33965 -AC POWER WIRING DIAGRAM /� DRAWN BY: MAZ 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. J CHECKED BY: RBH SUBMITTALS REV DATE I DESCRIPTION BY NOTE: 20-21 PRELIMINARY ZONING DRAWINGS MAZ aDIAGRAMS PROVIDED ARE PER 2 +-27-21 FINALZONING DRAWINGS PPK MANUFACTURER INSTALLATION GUIDE 3 2-11-21 PRELIMINARY CONSTRUCTION PPK 4 3N-21 FINAL CONSTRUCTION PPK 5 4-12-21 RFCD:SITE ACQ COMMENTS AAL i DC DISTRIBUTION-DOOR OPEN B 831-21 RFCD:UPDATE STRUCT SHTS PAL FROM VIEW DC DISTRIBUTION TERMINALS (E)100A PPC (E)(1)#4 CU,3/4"C. "TIER"1 OF 4(SIDE VIEW) o "TIER"1 TIER"2 "TIER"3 'TIER"4 i TO GROUNDING SYSTEM VIF THERMAL SVSREM THERMALSVSREM BLK RED 882E REGISTERED ( ) • E. • • • • TO CABINET DC o DAC AND HEATER DAC AND HEATER 1 1 FUSE BLOCK ARCHITECT (E)CONDUIT FROM FUTURE USE • O TIPO O° FUTURE USE • O O O° DAC DOOR FAIR ®* 0� TRIP FUTURE USE 10A POINT OF UTILITY �� O® FUTURE USE • • FUTURE USE • • RICHAR ATV LL CONNECTION. (E)(3)#3/0&(1)#6 � Taa 0 Q° G 0 (° FUTURE USE 10A �O•O• ®O GIRD,2"C(VIF) O O O° O O O° �OO O® STATE OF WASHINGTON -TRIP FUTURE USE • • FUTURE USE • • FUTURE USE 10A 2� AC FAIL (0 ®O (Do (0 O O Q o 0 O O o O ® o ®O OO LxPIRLs:8-20-21 RELAY WP O O O FRONT OO OO REAR (N)PURCELL HPL3 6000A TVSS O O O ° (0 O �° co ° QO 0 �o FIFFOO OO BATTERY CABINET .} O O QO o Q O QO o QO Q Q o �� APPROVAL STAMP OO 0 O° 00 00 (BATTERY BACKUP) PANE (E)100A GENERATOR o " ®® A RECEPTACLE 0 CI] O O QO ° O O Q° Q ®O ° F ®® (N)(1)#2 AWG 3/4"C 0O 0 ° 0 ®O 0° (0CE (0° (0 0° 1200 120Q TO(E)GROUNDING ( ® 0 o 0 0° O ® O o 0 (0° Dcra HOT DTBUB DCRETURN`N 0 AWG E SYSTEM PURCELLHPL3600A GRD,2"C 0 OO ° 00 ®O OO ° 0 OO ° QO Im QO o (CBFROTECTED) BUSOV(.) SITE SUPPORT CABINET O ® O o O ®O O o (0 co O o O cm) (Do SITE o o JUMPER JUMPER JUMPER JUMPER SE04724A EPURCELL HPL3 �A NE HILL KENT- o EXPANSION CABINET o 0 0 ° KENT PUBLIC WORKS DEPT 0 o CB AMARM o o o CB AMARM CB AMARM CB AMARM SE60XC302 PIN AND SWITCH PIN AND SW ITCH N PIN AND SWITCj ORIENTATION PIN AND SWITCH ORIENTATION ORIENTATION "OFF" ORIENTATION "OFF' 11302 SE 236TH PL w o "OFF" KENT,WA 98031 'o TO 1/E-1.0 i SHEET=ITLEOBSERVE CORRECT ALARM PIN ORIENTATION ELECTRICAL i SHEETNUMBER SKU# 33965 - ONE-LINE DIAGRAM 2 SKU# 33965 - DC POWER WIRING DIAGRAM 1 E-2 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 ®■ FROM DIN DISTRIBUTION DAC(COOLING)CONTROLLER O RED RED + COHN FUNCTION [ LIGHT ASSEMBLY FROM DC DIN JI PIWR IN BLK BLK _ DISTRIBUTION J8 DELTA T JUMPER J1 TO CABINET J9 OUTSIDE TEMPETATURE LIGHT ■ SWITCH sw1 -rb BLK C COOL ALARM BLOCK J7 DACFAN(LOWER) NC J6 DACFAN(UPPER) BLK NC ® 5 J3 ALARM NC Em TO HEAT RED NC , J9 J7 J8 J3 z J2 COOLING INHBIT CONTROLLER T J4 HEAT REQUEST BLK c HEATER DOOR OPEN COOLJ9 ALARM DETECT FROM J7 DAC I Seying ALARM DOOR J8 LDC urvEngineering Planning HEATER CONTROLLER Wondlnvllle Kenl 42nd Avenue NE tral Pl S,%101 nndlnvllle,WA 1-2 Kent,WA 980.30 FROM DC DIN COHN FUNCTION i�°°'"`" ° "�'Rz2a11 DISTRIBUTION JI PIWR IN DATE: 1-20-21 J8 HEAT REQUEST J1 O SKU# 33965 - DC CABINET DOOR LIGHT POWER WIRING DIAGRAM A� CHECKED BY: RBH DRAWN BY: MAZ J9 COOLING INHBIT gsw1 � HEAT 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. V J7 UNUSED SUBMITTALS ® Jg HEATER FAN ALARM REV DATE DESCRIPTION BY J3 W w 1 ]2-11-21 FINAL ZPRELIMIONING DRAWL DRAWINGS MAZ 2 FINAL ZONING DRAWINGS PPK J8 J9q J7 J8 J3 JZ 4 J2 DOOR SW INPUT O _J PRELIMINARVCONSTRUCTION PPK Q 4 FINAL CONSTRUCTION PPKJ4 HEATER REALY CONTROL5 RFCD:SITE ACO COMMENTS ML Z 6 RFCD:UPDATE STRUCT SHTS PA- % Q Q Z LL LL = 0 C' C7 U Door Open w w J FRO a � mOQ DOOR Detect U = 8828 REGISTERED RED ARCHITECT RED oo BLACK TO LED LIGHT BLACK 0 (a 0 0 B R STAATETE O OF ALL F WASHINGTON N C] C] 0 0 O O O O 0 EXPIRES:8-20-21 O � � O APPROVALSTAMP El ❑ ❑ ❑ TO HEATER BLACK )RED o 0 0 0 0 ELEMENT BB e ACPWR BLACK FROM CIRCUIT RED V + V-48 BREAKER TO DOOR V+ RED BLACK FROM BLK UPPER FAN V- RED RED DC 5Ln-ANT TO DOOR V+ SITE BLK SE04724A V_ NE HILL KENT- LOWER FAN KENT PUBLIC WORKS DEPT DC DISTRIBUTION (BLACK WIRE JUMPERS TO 11302 SE 36SE SE 236 2 TH PL FUSE POSOTIONS REMOVED FOR CLARITY) KENT,WA98031 SHEET=ITLEELECTRICAL SHEET NUMBER 3 SKU# 33965 - DC HEATING AND COOLING WIRING DIAGRAM 12 1 SKU# 33965 - DC FUSE BLOCK WIRING DIAGRAM 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. _�' DocuSign Envelope ID:9C553D08-EAAA-4A1C-A065-B40CE926D711 STRANDED CU WIRE WITH GREEN,600V, THHN/THWN INSULATION.SIZE AS SPECIFIED COPPER GROUND BAR ■ ON WALL,ICE BRIDGE, NEW COAXIAL GROUND KITS FLOOR OR ON LONG ANTENNA TOWER BARREL COMPRESSION DOUBLE LUGS,ATTACH TO GROUND BAR& O O 0000 �O OO O INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) O O O O O O 0 O O O 00 PANI SCHEME SPECIFICATIONS: OO 0 0 O O O O O O NEW 4"x20"x1/4 THK COPPER TYPICALLY O GROUND BAR INSTALLED BY PRODUCER(P) 12"TO 24" O GENERAL CONTRACTOR O CONNECTS TO WIRELESS EQUIPMENT TWO HOLE LUG,BOLTED 120"MAX CABINETS,CABLE ENTRANCE GROUND TO GROUND BAR USING ANTENNA CABLE 2 1/2" BAR(CEGB),MAIN DISTRIBUTION FRAME 3/8"-16x1/4"STAINLESS O MAX 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 GROUND BAR(MDFB),AND STANDBY STEEL HEX HEAD BOLTS 0 O O O O O O O O O O O O O O O O O 0 ENGINE GENERATOR SET FRAME AND AND HARDWARE — 7KIT —O OTHER NOISE PRODUCING EQUIPMENT.00 O O O O O O O O O O OABSORBER(A) *TWO HOLE LUG,TO BE USED WITH#2 AWG WEATHERPROOFING ■ O O CONNECTS TO THE EARTH ELECTRODE SOLID TINNED BARE CU WIRE OR STRANDED (SEE NOTE 3) CABLE 20"MGB OR 10"ANTENNA AGB SYSTEM INCLUDING CENTRAL OFFICE CU WIRE WITH GREEN,600V,TO ANTENNA CONNECTOR FIELD VERIFY GROUND GRID,BUILDING STRUCTURAL STRUCTURE,BUILDING RING GROUND OR CABLE GROUND KIT F=4 GROUND,METALLIC WATER PIPE SYSTEM, MGB ANTENNA SUPPORTING STRUCTURE #6 AWG STRANDED COPPER #2 SOLID BARE TINNED GROUND SYSTEM,AND ELECTRICAL GROUND WIRE(GROUNDED SERVICE ENTRANCE GROUND. TO GROUND BAR).SEE NOTE COPPER WIRE CADWELD 1 AND 2 (TYPE-GL) NON-ISOLATED(N) CONNECTS TO EQUIPMENT NOT IN AN NOTE ISOLATED GROUND ZONE(IGZ)SUCH AS CBN EQUIPMENT FRAME GROUNDS AND Surveying 1. COAT ALL MECHANICAL CONNECTIONS WITH"NOOX"OR APPROVED EQUAL. DC GROUND CONDUCTORS FOR DC NOTES 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND L D C Engineering POWER SYSTEMS THAT SERVE CBN OR E Planning 2. ALL EXISTING&NEW TOWER GROUNDING BARS SHALL BE ATTACHED BOTH CBN AND IBN EQUIPMENT NOTE ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. DIRECTLY TO THE TOWER WITHOUT ISOLATORS. NO WELDING OR 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE w""emdlle xe"1 *GROUND BARS AT BOTTOM OF =101—d Avenue Nr 851 Centr"I PI Q M01 DRILLING PERMITTED. ISOLATED(I) KIT WITH TWO HOLE LUG. w di.AIIe WA 98- Kent WA 98030 TOWERS OR MONOPOLES SHALL 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, 10 1r69 m w.LDCa'orLo.. 3. EXISTING HOME RUN GROUND(S)TO BE REMOVED. CONNECTS TO THE SINGLE POINT USE EXOTHERMIC CONNECTION. COLD SHRINK SHALL NOT BE USED. r:.a CONNECTION BAR(SPCB)FOR IBN EQUIPMENT DATE: 1-20-21 GROUND BAR GROUND BAR CONNNECTION 2 CABLE GROUNDING DETAIL /� DRAWN BY: MAZ 22"x34"SCALE:3/16"=1'-0" 11"x17"SCALE:3/32"=1'-0" 22"x34"SCALE:1"=1'-0" 11"x17"SCALE:1/2"=1'-0" 22"x34"SCALE:2"=V-0" 11"x17"SCALE:1"=V-0" J CHECKED BY: RBH EL SUBMITTALS 3 REVI DATE I DESCRIPTION BY 1 1-20-21 PRELIMINARY ZON ING DRAWINGS MAZ 2 1-27-21 FINAL ZON ING DRAWINGS PPK 3 2-11-21 PRELIMINARY CONSTRUCTION PPK 4 8-2&21 FINAL CONSTRUCTION PPK TO ANTENNAS 5 4-12-21 RFCD:SITE ACQ COMMENTS AAL S 8-31-21 RFCD:UPDATE STRUCTSHTS AAL TYPE TA TYPE VV TYPE GT i RX2 TX1/RX1 8828 REGISTERED '3 ARCHITECT JUMPER REQUIRED ONLY WEATHERPROOFING / e KIT(TYP) RICHAR ALL FOR 1-5/8"0 COAX OR FOR STATE OF WASHINGTON EASE OF CONNECTION (TYP) LXPIR� STANDARD GROUND KIT(TYP)SEE NOTE. TYPE VN TYPE NC TYPE SS CONNECTOR APPROVAL STAMP WEATHERPROOFING KIT(TYP)SEE NOTE 2 #6 AWG COPPER ANTENNA GROUND 10 ANTENNA CABLE TO BAR,ATTACHED DIRECTLY TO :Ez: E BTS EQUIPMENT(TYP) TOWER WITHOUT ISOLATOR. NO WELDING OR DRILLING PERMITTED. TYPE VS TYPE VB TYPE PT SITE o __ TO GROUND SE04724A ERING NE HILL KENT- KENT PUBLC WORKS DEPT SE60XC302 wNOTES 11302 SE 236TH PL 0 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND KENT,WA 98031 AND ALWAYS DIRECT GROUND WIRE DOWN TO TYPE GY TYPE GR TYPE GL ANTENNA GROUND BAR. SHEET TITLE 2. WEATHERPROOFING SHALL BE ANDREWS.(TYPE AND PART NUMBER AS SUPPLIED OR GROUNDING DETAILS RECOMMENDED BY CABLE MANUFACTURER.) SHEET NUMBER 3 ANTENNA GROUND BAR 4 NOT USED 51 TYPICAL CALDWELD CONNECTIONS 6 E-3.0 22"x34"SCALE:1 1/2"=1'-0" 11"x17"SCALE:3/4"=1'-0" 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. 22"x34"SCALE:N.T.S. 11"x17"SCALE:N.T.S. DocuSign Certificate Of Completion Envelope Id:9C553D08EAAA4A1 CA065B40CE926D711 Status:Completed Subject:Complete with DocuSign:US-WA-5145 AMD1 020823.pdf SiteTracker Project ID: Source Envelope: Document Pages:38 Signatures: 1 Envelope Originator: Certificate Pages: 1 Initials:0 Ashley N.Cox AutoNav: Enabled 750 Park of Commerce Drive Envelopeld Stamping: Enabled Boca Raton, FL 33487 Time Zone: (UTC-05:00)Eastern Time(US&Canada) Ashley.Cox@verticalbridge.com IP Address: 174.99.117.59 Record Tracking Status:Original Holder:Ashley N.Cox Location: DocuSign 4/5/2023 5:11:00 PM Ashley.Cox@verticalbridge.com Signer Events Signature Timestamp Adam B.Ginder /IS'g dby Sent:4/5/2023 5:14:13 PM Adam.Ginder@verticalbridge.com ED D� f �Vlj��" Viewed:4/6/2023 1:59:44 PM VP BD24CDD9AA154C7... Signed:4/6/2023 1:59:44 PM Vertical Bridge Holdings Security Level: Email,Account Authentication Signature Adoption: Pre selected Style (None) Using IP Address:64.152.139.150 Electronic Record and Signature Disclosure: Not Offered via DocuSign In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 4/5/2023 5:14:13 PM Certified Delivered Security Checked 4/6/2023 1:59:44 PM Signing Complete Security Checked 4/6/2023 1:59:44 PM Completed Security Checked 4/6/2023 1:59:44 PM Payment Events Status Timestamps