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APPROVED ENG PLN BLD BLD2023-0186+SITE & Construction_Plan+2.14.2023_3.20.06_PM+3369630APPROVED BY PLANNING Feb 16 2023 ENGINEERING DIVISION APPROVED AS NOTED JW ide� 04/05/2023 vv ALL WORK SUBJECT r1r F- Rv v "v OWNER/CONTRACTOR IS RESPONSIBLE FOR OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING TO FIELD PLANS MUST BE EROSION CONTROL AND DRAINAGE ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY INSPECTION FOR UTILITIES MAY REQUIRE A SEPERATE PERMIT. CODE COMPLIANCE ON JOB SITE ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR MOD I APPROVED EQUAL. i e APPLICABLE CODES A_L WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLL CODES: 2018 WASHINGTON STATE BUILDING CODE 2018 WASHINGTON STATE EXISTING BUILDING CODE 2018 WASHINGTON STATE FIRE CODE 2018 WASHINGTON STATE RESIDENTIAL CODE 2018 WASHINGTON STATE ENERGY CODE - COMMERCIAL PROVISIONS 2018 WASHINGTON STATE ENERGY CODE - RESIDENTIAL PROVISIONS 2018 WASHINGTON STATE MECHANICAL CODE K THE EVENT OF CONFLICT, -LE MOST RESTRICTIVE CODE SHALL PREVAIL GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2018 WASHINGTON BUILDING CODE. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. SITE INFORMATION APPLICANT: T-MOBILE - PLANNING & SITE ACQUISITION MASTEC NETWORK SOLUTIONS 3443 AIRPORT ROAD SACRAMENTO, CALIFORNIA 95831 PROPERTY OWNER: SCOTT GANN 19311 88TH AVENUE W EDMONDS, WASHINGTON 98026 STRUCTURE TYPE: UTILITY POLE STRUCTURE HEIGHT: 83'-0" ASSESSORS PARCEL NUMBER: 27041800308700 LATITUDE: 47 • 49 ' 24.82 " N 47.82356• LONGITUDE: 122. 21 08.24 " W-122.35229• LAT/LONG TYPE: NAD-83 ELEVATION: ±373' AMSL EXISTING ZONING: R.S IO PROPOSED PROJECT AREA: NO INCREASE IN S.F. TYPE OF CONSTRUCTION: TYPE V-B OCCUPANCY GROUP: U JURISDICTION: CITY OF EDMONDS PROJECT TEAM CLIENTS REPRESENTATIVE: MASTEC NETWORK SOLUTIONS 3443 AIRPORT ROAD SACRAMENTO, CALIFORNIA 95831 CONTACT: ROSHELL YOCUM PHONE: 916-837-6494 ENGINEER: MASTEC NETWORK SOLUTIONS 507 AIRPORT BLVD, SUITE 111 MORRISVILLE, NORTH CAROLINA 27560 CONTACT: RAPHAEL MOHAMED PHONE: 919-674-5895 FAX: 305-925-8514 EMAIL: RAPHAEL.MOHAMED®MASTEC.COM SITE ACQUISITION: MASTEC NETWORK SOLUTIONS I2S KLUG CIRCLE CORONA, CALIFORNIA 92880 CONTACT: JESSICA O'BRIEN PHONE: 630-670-7086 EMAIL: JESSICA.OBRIEN®MASTEC.COM SE52XC210 - REMOVE/DEMO & RESTORE 88TH UTILITY POLE Applicant shall repair/replace all 19311 88TH AVENUE W damage to utilities or frontage improvementsinCity rightway EDMONDS WASHINGTON 98026 per city standards that is caused or � occurs during the permitted project. MODIFICATION OF TELECOMMUNICATION SITE LOCATION MAP VICINITY MAP LOCAL MAP t y 192nd St SW D 192M St SW S � D A D M• SITE m 194th St SW D F - 3 � yf+'ate `i •, Home Studio CFOS54Crown Edmonds j_ �,• QChurch Edmonds Adventist Church ,�, , 1950 St SW Maplewood Rock & Gem club O O <: _ DRIVING DIRECTIONS FROM'. 3625 132ND AVENUE SE, BELLEVUE, WASHINGTON 98006 5. TURN LEFT ONTO LAKE HILLS CONNECTOR 10. KEEP RIGHT, FOLLOW SIGNS FOR WA-524 W AND MERGE 1. HEAD EAST TOWARD 132ND AVE SE 6. TURN LEFT ONTO SE 8TH ST ONTO WA-524 W/196TH ST SW 2, TURN LEFT ONTO 132ND AVE SE 7. TURN RIGHT TO MERGE ONTO 1-405 N TOWARD EVERETT 11. MERGE ONTO WA-524 W/196TH ST SW 3. TURN LEFT ONTO SE 36TH ST 8. MERGE ONTO 1-405 N 12. TURN RIGHT ONTO 88TH AVE W 4, TURN RIGHT ONTO RICHARDS RD 9. TAKE THE 1-5 S EXIT TOWARD SEATTLE/LYNNWOOD 13. DESTINATION WILL BE ON THE LEFT City Of Edmonds Building Department Work DEMO CELL SITE EQUIP Address 19311 88TH AVE W Owner r TMOBILE/ SPRINT ______________ Approved Date; _ __02/16/2023 __ Building Official EIYI.G C owte r Permit Number BLD2023-0186 I PROJECT DESCRIPTION I SPRINT / T-MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED WIRELESS COMMUNICATIONS FACILITY. THIS MODIFICATION WILL CONSIST OF THE FOLLOWING: UTILITY POLE EQUIPMENT - TO BE REMOVED BY END PUD: • REMOVE EXISTING (3) PANEL ANTENNA (1 PER SECTOR, 3 TOTAL) • REMOVE EXISTING (3) RRU'S (1 PER SECTOR, 3 TOTAL) • REMOVE EXISTING MOUNTING HARDWARE • REMOVE EXISTING COAX AND LINES GROUND EQUIPMENT - TO BE REMOVED BY GC: • REMOVE EXISTING (1) WOODEN FENCE ENCLOSURE • REMOVE EXISTING (1) CONCRETE PAD • REMOVE EXISTING (1) EQUIPMENT CABINET • REMOVE EXISTING (1) METER • REMOVE EXISTING (1) DISCONNECT • REMOVE EXISTING (1) WOODEN POST • REMOVE EXISTING (1) GPS ANTENNA I DRAWING INDEX I T • •Mobile• RECEIVE Feb 14 2023 DEPARTMENT NI a sTe Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 SPRINT SITE #: SE52XC210 DRAWN BY: BKR JOB #: 40934 A 02/1"23 1"% FINAL CD's REV DATE DESCRIPTION SHEET NO: SHEET TITLE l T-1 TITLE SHEET GN-1 GENERAL NOTES �4 og WASJ�R. A-0 OVERALL SITE PLAN A-1 EXISTING SITE PLAN A-1.1 FINAL SITE PLAN A-2 NORTH EXISTING AND FINAL ELEVATION 4242 e_ 214 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SPRINT SITE NUMBER SE52XC210 SPRINT SITE NAME 88TH UTILITY POLE SPRINT STE ADDRESS 19311 88TH AVENUE W EDMONDS, WASHINGTON 98026 SHEET TITLE SCALE o USA NORTH TITLE SHEET D Know what's below. THE DRAWING SCALES SHOWN IN THIS SET Call before you dig. REPRESENT THE CORRECT SCALE ONLY SHEET NUMBER WHEN THESE DRAWINGS ARE PRINTED IN A Call Two Working Days Before You Dig! 11"X17" OR 24"X36" FORMAT. 811 / 800-227-2600 T 1 usanorth.org MNS HAS MADE EVERY EFFORT TO CREATE COMPLETE AND ACCURATE CONTRACT DOCUMENTS WITH THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR COMPLETION. CONTRACTORS ARE CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE CONTRACT DOCUMENTS MAY OCCUR AND SHALL NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THE DOCUMENTS. REFERENCE ADMINISTRATIVE REQUIREMENTS. 1. THE CONTRACT DOCUMENTS INCLUDE THE AGENCY APPROVED PROJECT SPECIFICATIONS, PLANS, AND THEIR LATEST REVISIONS, ADDENDA, AND CLARIFICATIONS. THE CONTRACT DOCUMENTS MAY ALSO INCLUDE NETWORK CARRIER STANDARDS FOR INSTALLATION OF TELECOMMUNICATIONS EQUIPMENT. 2. THE CONTRACTOR SHALL KEEP A MINIMUM OF ONE SET OF CONTRACT DOCUMENTS ON FILE IN THE PROJECT OFFICE AT THE JOB SITE. COPIES OF THE PROJECT DOCUMENTS USED BY SITE STAFF SHALL BE UP TO DATE WITH THE PROJECT OFFICE COPY. 3. THE CONTRACTOR SHALL NOTIFY THE PROJECT TEAM OF ANY ERRORS, OMISSIONS, AND INCONSISTENCIES FOUND IN THE CONTRACT DOCUMENTS. THE NOTIFICATION SHALL BE GIVEN BOTH VERBALLY AND IN WRITING WITHIN 24 HOURS OF DISCOVERY. 4. IF AN ERROR OR OMISSION IN THE PROJECT DOCUMENTS REQUIRES RECTIFICATION, THE CONTRACTOR SHALL SUBMIT A PROPOSAL TO THE PROJECT TEAM TO RECTIFY THE ISSUE. THE PROPOSAL MUST BE APPROVED PRIOR TO WORK. 5. THE CONTRACT DRAWINGS ARE PREPARED TO SCALE WITH THE BEST KNOWLEDGE OF THE SITE GIVEN TO MINE. WHERE DIMENSIONS ARE NOT SHOWN IN THE DRAWINGS, THE CONTRACTOR SHOULD CLARIFY WITH THE PROJECT TEAM WHEN THE INFORMATION IS CRITICAL TO PROPER INSTALLATION. 6. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES AND SUBSTITUTIONS ON THE PROJECT OFFICE COPY OF THE CONTRACT DOCUMENTS. 7. WHEN FABRICATION OF STRUCTURAL ITEMS ARE REQUIRED, IT MAY BE NECESSARY TO SUBMIT SHOP DRAWINGS FOR REVIEW BY MINE. SEE STRUCTURAL NOTES. 8. DEFERRED SUBMITTALS ARE REQUIRED FOR MATERIALS TO BE PROVIDED BY THE CONTRACTOR. WHERE MATERIALS IN THE PLANS ARE DESIGNATED AS PROVIDED BY CONTRACTOR, THE CONTRACTOR SHALL SUBMIT THE PREFERRED MATERIAL TO THE PROJECT TEAM FOR REVIEW AND APPROVAL PRIOR TO WORK. ADMINISTRATIVE REQUIREMENTS: 1. ALL ACCESS TO THE SITE, FOR SITE VISITS AND CONSTRUCTION, SHALL BE DURING 7:00-3:30 AND MUST BE COORDINATED WITH THE PROPERTY OWNER. 2. AT THE COMPLETION OF THE PROJECT, THE SPRINT PROPERTY MANAGER AND THE DISTRICT WILL DO A FINAL WALK THROUGH AND APPROVE ALL WORK PRIOR TO ACCEPTANCE. 3. THE PROPERTY OWNER WILL RECEIVE ONSET OF FULL SIZE AND 11X17 ASBUILTS AT THE COMPLETION OF THE PROJECT. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED (INCLUDING FEES) TO COMPLETE THE WORK DESCRIBED BY THE CONSTRUCTION DOCUMENTS. 5. PRIOR TO BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE PROJECT SITE AND CONTRACT DOCUMENTS TO UNDERSTAND THE DESIGN AND CONDITIONS AFFECTING THE WORK TO BE PERFORMED. ANY ERRORS, OMISSIONS, AND DISCREPANCIES MUST BE SUBMITTED TO THE PROJECT TEAM VERBALLY AND IN WRITING. 6. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR WORK FOR A PERIOD OF ONE YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP. ALL ROOFING AND WATERPROOFING MUST BE WARRANTED FOR A PERIOD OF TWO YEARS. THE PERIOD BEGINS AT SUBSTANTIAL COMPLETION OF THE PROJECT. 7. THE CONTRACTOR SHALL PROVIDE A COPY OF LICENSE AND INSURANCE TO THE TELECOMMUNICATIONS CARRIER. SITE SAFETY: 1. THE CONTRACTOR SHALL PROVIDE OSHA COMPLIANT PROTECTION FOR THE SAFETY OF THE SITE STAFF AT ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 2. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM DIRT AND DEBRIS. SURFACES SHALL BE CLEANED OF GREASE, PAINT, OR OTHER MATERIALS NOT SPECIFIED IN THE CONSTRUCTION DOCUMENTS. 3. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE PROJECT SITE AREA. 5. WHERE WORK REQUIRES OPEN HAZARDS TO SITE STAFF, THE HAZARD SHALL BE TEMPORARILY MITIGATED TO OSHA STANDARD UNTIL THE HAZARD IS CLOSED. 6. SEE STRUCTURAL NOTES. UTILITY REQUIREMENTS: ABBREVIATIONS: 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY AGENCIES A/C AIR CONDITIONING PRIOR TO WORK WITH UTILITIES. AGL ABOVE GROUND LEVEL AMSL ABOVE MEAN SEA LEVEL 2. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO WORK. APPROX APPROXIMATELY AWG AMERICAN WIRE GAGE 3. CONTRACTOR TO PROTECT, REPLACE AND/OR REROUTE ANY EXISTING UTILITIES ENCOUNTERED DURING THE COURSE OF WORK. BCW BLDG BARE ICOPPER WIRE BUILDNG BILK BLOCKING ■ ■ T Mobile CLR CLEAR SPECIAL CONSIDERATIONS FOR WEATHERPROOFING COAX COAXIAL CABLE 1. ALL PENETRATIONS TO EXISTING STRUCTURES MUST BE SEALED WITH CONST CONSTRUCTION GQNGCQNCCONE APPROVED WEATHERPROOFING. IF WEATHERPROOFING IS OMITTED, CONTACT CONTINUOUS RECEIVED THE PROJECT TEAM FOR CLARIFICATION OR PROVIDE A WEATHERPROOFING DIA DIA DIAMETER PROPOSAL FOR APPROVAL. DWG DRAWING E^ EACH Feb 14 2023 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE EXISTING ROOFING ELEV ELEVATION CONTRACTOR OF RECORD FOR ANY AUGMENTATION TO THE ROOF MEMBRANE, ELEC ELECTRICAL AND HAVING THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EQ EQUAL EXISTING WARRANTY. EQUIP EQUIPMENT FXT EXTERIOR DEPARTMENT WORK REOUIREMENTS: FIN FLUOR FINISH FLUORESCENT 1. ALL WORK MUST BE PERFORMED DURING THE OWNERS PREFERRED FLR FLOOR HOURS. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ET FRP GA GALV FOOT FIBER -REINFORCED POLYMER GAUGE GALVANIZED ■ ■ MasTec CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND GC GENERAL CONTRACTOR ■ PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE GPI GLOBAL POSITIONING SYSTEM CONTRACT. GRND GROUND Network Solutions HORZ HORIZONTAL 3. ALL WORK PERFORMED ON THE PROJECT SHALL BE IN ACCORDANCE IT HOUR WITH ALL APPLICABLE CODES AND STANDARDS. SEE STRUCTURAL NOTES. HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING 125 KLUG CIRCLE 4. IF INSPECTION OF WORK IS REQUIRED, THE CONTRACTOR SHALL NOTIFY ID DIAMETER CORONA, CALIFORNIA 92880 THE INSPECTION ENTITY 24 HOURS IN ADVANCE OF THE WORK TO BE IN INSIDE NCH PERFORMED. INFO INFORMATION I NSUL INSULATION 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY INT INTERIOR AGENCIES PRIOR TO WORK WITH UTILITIES. REFERENCE UTILITIES SECTION. IBC LBS INTERNATIONAL BUILDING CODE POUNDS 6. THE CONTRACTOR SHALL COORDINATE ON -SITE STORAGE WITH OWNER IN LIVE LOCATION MEASUREMENT UNIT ADVANCE OF WORK. PERMITS MAY BE REQUIRED FOR STORAGE ON PUBLIC LTE MAX LONG TERM EVOLUTION MAXIMUM SPRINT SITE#: SE52XC210 RIGHT OF WAY. M ECHM ECHANICAL MTL METAL DRAWN BY: BKR 7. ALL NEW CONSTRUCTION SHALL MATCH EXISTING CONSTRUCTION IN MFR MANUFACTURE FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE MG MANAGER CONSTRUCTION DOCUMENTS. MIN MINIMUM JOB#: 40934 MISC MISCELLANEOUS 8. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING NA NOT APPLICABLE WORK FROM DAMAGE DURING THE COURSE OF WORK FOR THIS PROJECT. NIC NOT IN CONTRACT NTS NOT TO SCALE 9. THE CONTRACTOR SHALL PROVIDE WORK WHICH IS LEVEL, PLUMB, AND OC ON CENTER WITHIN TOLERANCES SPECIFIED BY CODES AND STANDARDS INCLUDED IN THE OD OUTSIDE DIAMETER STRUCTURAL NOTES. PLYWD PLYWOOD PROJ PROJECT 10. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROP PROPERTY ACCORDING TO MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE PT PRESSURE TREATED OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. RED RE REQUIRED RADIO FREQUENCY RM ROOM 11. ANY SUBSTITUTIONS OF MATERIALS MUST BE APPROVED BY THE RO ROUGH OPENING PROJECT TEAM IN WRITING. RRH REMOTE RADIO HEAD RR REMOTE RADIO UNIT 12. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS INCIDENTAL TO THE SHT SHEET WORK DESCRIBED BY THE CONTRACT DOCUMENTS. SIM SIMILAR SPEC SPECIFICATION 13. THE CONTRACTOR MUST RESTORE ALL PORTIONS OF THE PROJECT SITE SF SQUARE FOOT TO IT'S PRE -WORK CONDITION. WHERE THE WORK PERFORMED DOES NOT SS STAINLESS STEEL A 02I10/2023 100%FINAL CD'S ALLOW FOR PRE -WORK RESTORATION, WORK AREAS MUST BE REPAIRED OR STL STEEL REPLACED TO MATCH EXISTING FINISH AND SITE GRADING. STRUCT STD STRUCTURAL STANDARD REV DATE DESCRIPTION 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL OF DEBRIS AND SUSP SUSPENDED ITEMS WHICH ARE SPECIFIED TO BE REMOVED IN THE COURSE OF WORK. THRU TMA THROUGH TOWER MOUNTED AMPLIFIER TNNG TINNEDTYR EXISTING STRUCTURES: TYPICAL gL Mp UNO UNLESS NOTED OTHERWISE �yQ' 1. THE EXISTING FRAMING IS REPRODUCED FROM THE LATEST INFORMATION VERT VERTICAL WE�$fJrl�� PROVIDED. SOME FRAMING AND MATERIALS ENCOUNTERED AT THE TIME OF VIF VERIFY IN FIELD Q1t d COINSTRUCTION MAY VARY FROM THAT SHOWN IN THE PLANS. IF THE PLAN W WITH CONDITION VARIES FROM THE AS -BUILT CONDITION, THE CONTRACTOR W/o WITHOUT O SHOULD CONSULT THE PROJECT TEAM FOR A REVISED DETAIL OR DIRECTION WP WATER PROOF E. TO PROCEED. rn z SPRINT SITE NUMBER SE52XC210 SPRINT SITE NAME 88TH UTILITY POLE SPRINT SITE ADDRESS 19311 88TH AVENUE W EDMONDS, WASHINGTON 98026 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-1 I EXISTING RESIDENCE I I EXISTING TREES (TYP.) I 3 ` W LJ z LU aw 00 r Cy� l_,(f..J y I �1 I _ J j� SPRINTANTENB� EXISTING RT REMOVED AND RESTS; T A-1 S; SEE SHEET A-1 ALL EQUIPMENT HAS BEEN REMOVED FROM THE ROW BY PUD I EXISTING DEAD END EXISTING RESIDENCE EXISTING TREES (TYP.) EXISTING WOODEN FENCE EXISTING SHED EXISTING GRASS z Q AREALU Xo EXISTING GRASS AREA EXISTING RESIDENCE EXISTING CONCRETE �^ Now DRIVEWAY _ _ EXISTING SPRINT EQUIPMENT AREA �r ��� WITHIN EXISTING COMPOUND TO BE III REMOVED AND RESTORED TO ORIGINAL ' II�L�U I' 1&2 CONDITIONS; SEE SHEET A-1 & A-1.1 A 2 EXISTING � � � SHED I — --------------------------------------------------------- -----------LSPRINT2� EXISTING TUITS FOR POWER AND TELCO TO BE REMOVED BY GC V m ¢ 0 A T • •Mobile RECEIVE Feb 14 2023 DEPARTMENT 61 a sTe c Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 SPRINT SITE #: SE52XC210 DRAWN BY: BKR JOB#: 40934 A 1 02/10/2023 100% FINAL CD'S REV DATE DESCRIPTION QQQ�Q,EL Mp ��,t WASJjrl� �O _ z OiJ z14 '� J1Cr TISREACTING DILATION UNDLAWFORANYREC PERSON, UNLESSTHEY LICENSED AREACTINGUNDERTHEDIRECTION THIS PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. j SPRINT SITE NUMBER SE52XC210 SPRINT SITE NAME 88TH UTILITY POLE SPRINT SITE ADDRESS 19 i t H A NU W EDMONDS, WASHINGTON 98026 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A_O OVERALL SITE PLAN 11X17 SCALE: 1" = 0' w I 0' 5' 10' 20' 24X36 SCALE: 1" = 10' EXISTING ANTENNA SCHEDULE SECTOR POSITION ANTENNA MODEL ANTENNA RAD-CENTER QTY./RRU MODEL CABLING LENGTH AZIMUTH ALPHA Al KATHREIN 840 10054 60' 83'-0" (1) HUAWEI BRIT BETA B1 KATHREIN 840 10054 180' 83'-0" (1) HUAWEI BRIT (3) HYBRID CABLES ±100' GAMMA CI KATHREIN 840 10054 300' 83'-0" (1) HUAWEI BRIT TOTALS 3 TOTAL 3 TOTAL (UP) UP ON TOWER LEGEND HEN) DOWN NEAR EQUIPMENT AREA /NOTES *VERIFY LATEST VERSION OF THE REDS PRIOR TO CONSTRUCTION. 'DO NOT USE CABLE LENGTHS FOR CUT LENGTHS -ESTIMATES ONLY - VERIFY IN FIELD PRIOR TO ORDERING MATERIAL. NOTES: A. GC MUST COORDINATE WITH POWER UTILITY SERVICE PROVIDER FOR REMOVAL OF EXISTING METERS / POWER DISCONNECT, PRIOR TO ANY WORK PERFORMED. B. GC MUST CONFIRM IF POWER UTILITY SERVICE PROVIDER REQUIRES INSPECTIONS FOR PROPOSED DCX SOW, PRIOR TO START OF ANY WORK. C. GC IS RESPONSIBLE FOR COSTS & COORDINATION OF ANY ACCESS, CRANE SERVICE AND PICKING / RIGGING PLAN, LOGISTIC HAULING, EQUIP. RENTAL / DELIVERY AND DISPOSAL FEE'S. (IF APPLICABLE). D. GC TO REMOVE EXISTING (1) 4.0' X 4.0' = 16 SOFT CONCRETE PAD AND FOUNDATION ITEMS 2' BELOW GRADE. E. GC TO FOAM -FILL ENDS OF EXISTING U.G. POWER CONDUIT LINES AND RESTORE SOIL TO ORIGINAL GRADE LEVEL. ' AFTER POWER UTILITY SERVICE PROVIDER REMOVES / TERMINATES EXISTING POWER LINES. F. GC TO HAUL OFF ALL COAX, DEBRIS AND ASSOCIATED CELLULAR SITE ITEMS. EXISTING SPRINT GPS ANTENNA TO BE REMOVED BY SNO BUD EXISTING UTILITY POLE EXISTING SPRINT MOUNTING HARDWARE - TO BE REMOVED BY SNO BUD EXISTING SPRINT RADIOS MOUNTED TO - EXSTING UTILITY POLE TO BE REMOVED BY SND BUD (1 PER SECTOR, 3 TOTAL) EXISTING SPRINT PANEL ANTENNAS MOUNTED TO EXISTING UTILITY POLE TO BE REMOVED BY SNO BUD (1 PER SECTOR, 3 TOTAL) EXISTING SITE PLAN EXISTING SPRINT WOODEN FENCE TO BE REMOVED BY GC EXISTING SPRINT CONCRETE PAD TO BE REMOVED BY GC EXISTING SPRINT EQUIPMENT CABINET TO BE REMOVED BY GC L- L --- J -J TJ" I I I \ I � I � I I I I I I I I I I I I I I I I I I I I I I I I I I ---------------------------------------- - / EXISTING SPRINT 2" CONDUITS FOR POWER AND TELCO TO BE REMOVED BY SNO BUD EXISTING SPRINT GPS ANTENNA TO BE REMOVED BY GC EXISTING SPRINT METER TO BE REMOVED BY GC EXISTING SPRINT DISCONNECT TO BE REMOVED BY GC EXISTING SPRINT WOODEN POST TO BE REMOVED BY GC 1 1 X 17 SCALE: 1 /4" = 1'-O" 24X36 SCALE: 1/2" = 1'-0" T • •Mobile- RECEIVED Feb 14 2023 DEPARTMENT m:mM a sTe Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 SPRINT SITE #: SE52XC210 DRAWN BY: BKR JOB #: 40934 A 02/10/2023 1 100% FINAL CD'S REV I DATE I DESCRIPTION SPRINT SITE NUMBER SE52XC210 SPRINT SITE NAME 88TH UTILITY POLE SPRINT SITE ADDRESS 19311 88TH AVENUE W EDMONDS, WASHINGTON 98026 SHEET TITLE N EXISTING ENLARGED m. .A SITE PLAN S SHEET NUMBER A-1 FINAL ANTENNA SCHEDULE SECTOR POSITION ANTENNA MODEL ANTENNA RAD-CENTER OTY./RRU MODEL CABLING LENGTH AZIMUTH ALPHA Al - - - - - - BEA B1 - - - - GAMMA C1 - - - - TOTALS - TOTAL - TOTAL (UP) UP ON TOWER LEGEND (DN) DOWN NEAR EQUIPMENT AREA /NOTES VERIFY LATEST VERSION OF THE REDS PRIOR TO CONSTRUCTION. 'DO NOT USE CABLE LENGTHS FOR CUT LENGTHS - ESTIMATES ONLY - VERIFY IN FIELD PRIOR TO ORDERING MATERIAL. NOTES: A. GC MUST COORDINATE WITH POWER UTILITY SERVICE PROVIDER FOR REMOVAL OF EXISTING METERS / POWER DISCONNECT, PRIOR TO ANY WORK PERFORMED. B. GC MUST CONFIRM IF POWER UTILITY SERVICE PROVIDER REQUIRES INSPECTIONS FOR PROPOSED DCX SOW, PRIOR TO START OF ANY WORK. C. GC IS RESPONSIBLE FOR COSTS & COORDINATION OF ANY ACCESS, CRANE SERVICE AND PICKING / RIGGING PLAN, LOGISTIC HAULING, EQUIP. RENTAL / DELIVERY AND DISPOSAL FEE'S. (IF APPLICABLE). D. GC TO REMOVE EXISTING (1) 4.0' X 4.0' = 16 SOFT CONCRETE PAD AND FOUNDATION ITEMS 2' BELOW GRADE. E. GC TO FOAM -FILL ENDS OF EXISTING U.G. POWER CONDUIT LINES AND RESTORE SOIL TO ORIGINAL GRADE LEVEL. ' AFTER POWER UTILITY SERVICE PROVIDER REMOVES / TERMINATES EXISTING POWER LINES. F. GC TO HAUL OFF ALL COAX, DEBRIS AND ASSOCIATED CELLULAR SITE ITEMS. EXISTING UTILITY POLE __)0 FINAL SITE PLAN EXISTING FOOTPRINT OF REMOVED SPRINT EQUIPMENT AREA L--------L T • •Mobile RECEIVEI Feb 14 2023 DEPARTMENT m:mM a sTe Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 SPRINT SITE #: SE52XC210 DRAWN BY: BKR JOB #: 40934 A 02/10/2023 1 100% FINAL COS REV I DATE I DESCRIPTION SPRINT SITE NUMBER SE52XC210 SPRINT SITE NAME 88TH UTILITY POLE SPRINT SITE ADDRESS 19311 88TH AVENUE W EDMONDS, WASHINGTON 98026 SHEET TITLE N FINAL ENLARGED SITE m. .A PLAN S SHEET NUMBER 1 1 X 17 SCALE: 1 /4" = 1'-0" A-1.1 24X36 SCALE: 1/2" = 1'-0" 0' 1' 2' 4' 1 NOTES: . GC MUST COORDINATE WITH POWER UTILITY SERVICE PROVIDER FOR REMOVAL OF EXISTING METERS / POWER DISCONNECT, PRIOR TO ANY WORK PERFORMED. B. GC MUST CONFIRM IF POWER UTILITY SERVICE PROVIDER REQUIRES INSPECTIONS FOR PROPOSED DCX SOW, PRIOR TO START OF ANY WORK. C. GC IS RESPONSIBLE FOR COSTS & COORDINATION OF ANY ACCESS, CRANE SERVICE AND PICKING / RIGGING PLAN, LOGISTIC HAULING, EQUIP. RENTAL / DELIVERY AND DISPOSAL FEES. (IF APPLICABLE). T ■ ■ Mobile D. GC TO REMOVE EXISTING (1) 4.0' X 4.0' = 16 SOFT CONCRETE PAD AND FOUNDATION ITEMS 2' 1 BELOW GRADE. E. GC TO FOAM —FILL ENDS OF EXISTING U.G. POWER CONDUIT LINES AND RESTORE SOIL TO ORIGINAL RECEIVED GRADE LEVEL. * AFTER POWER UTILITY SERVICE PROVIDER REMOVES / TERMINATES EXISTING POWER LINES. F. GC TO HAUL OFF ALL COAX, DEBRIS AND ASSOCIATED CELLULAR SITE ITEMS. Feb 14 2023 TOP OF EXISTING UTILITY POLE. 83'-0" A.G.L. DEPARTMENT �1�I1 n EXISTING SPRINT PANEL ANTENNAS �Lk F1 MOUNTED TO EXISTING UTILITY POLE TO BE REMOVED BY SNO PUD U (1 PER SECTOR, 3 TOTAL) _CENTER OF EXISTING SPRINT PANEL ANT 83'-0' A.G.L. EXISTING SPRINT RADIOS MOUNTED TO EX STING UTILITY POLE TO BE REMOVED TOP OF EXISTING UTILITY POLE. 83'-0" A.G.L. ■ ■ MasTec EXISTING SPRINT MOUNTING HARDWARE FE BY SNO PUD (1 PER SECTOR, 3 TOTAL) Network Solutions TO BE REMOVED BY SND PUD II I I EXISTING SPRINT 2" CONDUITS FOR POWER AND TELCO 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 TO BE REMOVED BY SNO PUD II II I I II SPRINT SITE #: SE52XC210 DRAWN BY: BKR EXISTING UTILITY POLE EXISTING SNO PUD INSULATOR EXISTING UTILITY POLE lo EXISTING SNO PUD INSULATOR JOB #: 40934 EXISTING SND PUD INSULATOR EXISTING SNO PUD INSULATOR (TYP.) I I I I I II (TYP.) II I I II II I A 1 02I10/2023 100% FINAL CD'S REV DATE DESCRIPTION II II EXISTING TREE (TYP.) EXISTING TREE (TYP.) Q, L MO p�4 WAS'6" _ z II EXISTING SNO PUD INSULATOR (TYP.) EXISTING SNO PUD INSULATOR (TYP.) I I EXISTING SNO PUD CROSSBAR EXISTING SNO PUD TRANSFORMER EXISTING SNO PUD CROSSBAR EXISTING SNO PUD TRANSFORMER 42214 "j'o J 1 Ct„9 s`SIONAL E� I I - _--�� -- - __--- ----- IT ISAEACTI GUNDEAWFORANV PERSON, UNLESSD AREACTINGUNDERTHEDIRECTION HIA LICENSED PROFESSIONAL ENGINEER, TO ALTER THISEY DOCUMENT. LI SPRINT SITE NUMBER SPRINT SITE NAME � � 88TH UTILITY POLE EXISTING SNO PUD TRANSMISSION LINE (TYP.) EXISTING SNO PUD TRANSMISSION LINE (TYP.) SPRINT SITE ADDRESS II I EXISTING SPRINT EQUIPMENT CABINET TO BE REMOVED BY GC 19311 88TH AVENUE W EDMONDS, WASHINGTON 98026 II EXISTING SPRINT WOODEN FENCE TO BE REMOVED BY GC EXISTING FOOTPRINT OF REMOVE SPRINT EQUIPMENT AREA SHEET TITLE NORTH ELEVATION II I GROUND LEVEL GROUN SHEET NUMBER A.G.L. 0'—O' A.G.L. EXISTING NORTH ELEVATION 11X17 SCALE: 3/32" = 1'-0" 1 FINAL NORTH ELEVATION 11X17 SCALE: 3/32" = 1'-0^ 2 A_2 0' 3' 5' 11' 0' 3' 5' 11' 24X36 SCALE: 3/16" = 1'-0" 24X36 SCALE: 3/16" = 1'-0"