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APPROVED PLN BLD2022-1566 1229274_Building_or_Construction_Plan_11-14-2022_12_51_12_Construction_Drawings_-_Pine_RidgeAPPLICABLE CODES 4.L WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: 2018 WASHINGTON STATE BUILDING CODE 2018 WASHINGTON STATE EXISTING BUILDING CODE 2018 WASH IN GTON 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, -HE MOST RESTRICTIVE CODE SHALL PREVAIL GENERALNOTES 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 REOU I RED 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: IVAN AND JEAN LINDHART 1034 8TH AVE SOUTH EDMONDS, WASHINGTON 98020 STRUCTURE TYPE: WOOD POLE STRUCTURE HEIGHT: 82'-0" ASSESSORS PARCEL NUMBER: 00373600500404 LATITUDE: 47 ` 48 ' 37.602 " N 47.810445' LONGITUDE: 122 ` 21 ' 7.8192 " W-122.352172` LAT/LONG TYPE: NAD-83 ELEVATION: - EXISTING ZONING: RESIDENTIAL PROPOSED PROJECT AREA: NO INCREASE IN S.F. TYPE OF CONSTRUCTION: TYPE V-B OCCUPANCY GROUP: U JURISDICTION: SNOHOMISH COUNTY 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. MOHAM ED@MASTEC.COM SITE ACQUISITION: MASTEC NETWORK SOLUTIONS 3443 AIRPORT ROAD SACRAMENTO, CALIFORNIA 95834 CONTACT: LISA KONTOKANIS PHONE: 916-203-6968 EMAIL: LISA.KONTOKANIS@MASTEC.COM T • Mobile•e SE63XC212 - REMOVE/DEMO & RESTORE PINE RIDGE 8730 MAIN STREET EDMONDS, WASHINGTON 98026 MODIFICATION OF TELECOMMUNICATION SITE TO FIELD INSPECTION FOR CODE COMPLIANCE PLANS MUST BE ON JOB SITE City Of Edmonds Building Department -------------------------------------- Work DEMO CELL -------------------------------------- Address 8730 MAIN ST Owner TMOBILE/SPRINT Approved Date;_11%2$12022-__ ---- -- Building Official: Eris. Cart�ee ------------------------------------- Permit Number, BLD2022-1566 LOCATION MAP VICINITY MAP LOCAL MAP Rootec DesignQ D A - C 202nd PI SW f 202nd S1 S1': 1 City r- E Municipal Col Elen:- College Place Ridge 266mssw Middle School P D f D i Main St i 208th St 208th PI SW : o SITE s f a Prestige Post -Acute and Rehab Center - Edmonds Caffe Ladro Edmonds 0 Edmonds Veterinary Hospital Burger King Edmonds-Woodway Rd�/� Bar Dojo ® Higher 0o10 a , - S gP a Edmonds School $ i- - way District Stadium f D t - , m m 2151h S1 SW 21Sth S1SW f ChaseLake 2161hStSW Elementary School Swedis _ Edmonds Campu .,. w°E0. � � 218th St SW 2181h S1 SW � s IR DRIVING DIRECTIONS FROM: 3443 AIRPORT ROAD, SACRAMENTO, CALIFORNIA 95831 ST/CONVENTION CTR 7. KEEP LEFT, FOLLOW SIGNS FOR 1-5 AND MERGE ONTO 1-5 N 1. GET ON I - 5 N FROM SAN JUAN RD, DUCKHORN DR AND 8. TAKE EXIT 179 FOR 220TH STREET SOUTHWEST ARENA BLVD 9. USE THE LEFT 2 LANES TO TURN LEFT ONTO 220TH ST SW 2. MERGE ONTO 1-5 N 10.TURN RIGHT ONTO 84TH AVE W 3. KEEP RIGHT TO STAY ON 1-5 N 11.AT THE TRAFFIC CIRCLE, TAKE THE 3RD EXIT ONTO MAIN ST 4. USE THE 2ND FROM THE RIGHT LANE TO TAKE EXIT 164A FOR 12.DESTINATION WILL BE ON THE LEFT DEARBORN ST TOWARD JAMES ST/MADISON ST 5. KEEP LEFT TO CONTINUE TOWARD 1-5 N 6. KEEP LEFT, FOLLOW SIGNS FOR 1-5 N/VANCOUVER/MADISON PROJECT DESCRIPTION SPRINT / T-MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED WIRELESS COMMUNICATIONS FACILITY. THIS MODIFICATION WILL CONSIST OF THE FOLLOWING: WOOD POLE EQUIPMENT • REMOVE EXISTING (2) PANEL ANTENNA (1 PER SECTOR) • REMOVE EXISTING (2) RRU'S (2 PER SECTOR) • REMOVE EXISTING MOUNTING HARDWARE • REMOVE EXISTING COAX AND LINES GROUND EQUIPMENT • REMOVE EXISTING (1) WOOD FENCE ENCLOSURE • REMOVE EXISTING (1) CONCRETE PAD • REMOVE EXISTING (2) MMBS-BBU CABINET • REMOVE EXISTING (2) RRUS • REMOVE EXISTING (2) CPS ANTENNAS • REMOVE EXISTING (1) PPC BOX • REMOVE EXISTING (1) METER BOX • REMOVE EXISTING (1) TELCO BOX • REMOVE EXISTING (1) AAV BOX DRAWING INDEX SHEET No: SHEET T-1 TITLE SHEET GN-1 GENERAL NOTES A-0 OVERALL SITE PLAN A-1 EXISTING SITE PLAN A-1.1 FINAL SITE PLAN A-2 EAST EXISTING AND FINAL ELEVATION SCALE royn USA NORTH 0 Know what's below. Call before you dig. Call Two Working Days Before You Dig! 811 / 800-227-2600 usanorth.org THE DRAWING SCALES SHOWN IN THIS SET REPRESENT THE CORRECT SCALE ONLY WHEN THESE DRAWINGS ARE PRINTED IN A 11"X17" OR 24"X36" FORMAT. T • •Mobile RECEIVE Nov 17 2022 DEVELOPMENT SERVICES DEPARTMENT NI a sTec Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 SPRINT SITE #: SE63XC212 DRAWN BY: JG JOB #: 32798 0 1 08/22/22 1 100% FINAL CD'S REV I DATE I DESCRIPTION IT IS AVIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SPRINT SITE NUMBER SE63XC212 SPRINT SITE NAME PINE RIDGE 8730 MAIN STREET EDMONDS, WASHINGTON 98026 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 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 MNS. 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 MNS. 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 BILK BARE COPPER WIRE BUILDING BLOCKING ■ ■ T Mobile CLR CLEAR SPECIAL CONSIDERATIONS FOR WEATHERPROOFING COAX COAXIAL CABLE 1. ALL PENETRATIONS TO EXISTING STRUCTURES MUST BE SEALED WITH GONCCONCRETE CONS. CONSTRUCTION APPROVED WEATHERPROOFING. IF WEATHERPROOFING IS OMITTED, CONTACT CON. CONTINUOUS RECEIVED THE PROJECT TEAM FOR CLARIFICATION OR PROVIDE A WEATHERPROOFING DIA DIAMETER PROPOSAL FOR APPROVAL. DWG DRAWING EA EACH 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE EXISTING ROOFING ELEV ELEVATION Nov 17 2022 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 CITY OF EDMONDS EXT EXTERIOR DEVELOPMENT SERVICES WORK REQUIREMENTS: FIN FLUOR FINISH FLUORESCENT DEPARTMENT 1. ALL WORK MUST BE PERFORMED DURING THE OWNERS PREFERRED FILE FLOOR HOURS. ET FRP FOOT FIBER -REINFORCED POLYMER GAUGE �� 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL GA GALVANIZED ■ -M a CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND GC GENERAL CONTRACTOR ■ PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE GPI GLOBAL POSITIONING SYSTEM CONTRACT. GRIND 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 INSIDE DIAMETER CORONA, CALIFORNIA 92880 THE INSPECTION ENTITY 24 HOURS IN ADVANCE OF THE WORK TO BE IN INCH PERFORMED. INFO NFORMATION 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 LMU LOCATION MEASUREMENT UNIT ADVANCE OF WORK. PERMITS MAY BE REQUIRED FOR STORAGE ON PUBLIC LTE MAX LONG TERM EVOLUTION MAXIMUM SPRINT SITE#: SE63XC212 RIGHT OF WAY. M ECHM ECHANICAL MTL METAL DRAWN BY: JG 7. ALL NEW CONSTRUCTION SHALL MATCH EXISTING CONSTRUCTION IN MFR MANUFACTURE FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE MGR MANAGER CONSTRUCTION DOCUMENTS. MIN MINIMUM JOB#: 32798 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. REQ 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 0 OS/22I22 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. TH RU TMA THROUGH TOWER MOUNTED AMPLIFIER TNNG TINNED EXISTING STRUCTURES: TYP UNO1. TYPICAL UNLESS NOTED OTHERWISE .S PF,j. MO�j� THE EXISTING FRAMING IS REPRODUCED FROM THE LATEST INFORMATION FRAMING AND THE ETHE EOF VERT VER VERTICALPROV VERIFY IN FIELD QQgS" '7 e,3 W��A$11J�j�1� CONSTRUCTIONMAYME MAY VARY FROM THATRIALS SHOWNNNOTHEERED PLANS. PLAN W� O4 CONDITION VARIES FROM THE AS -BUILT CONDITION, THE CONTRACTOR W/0 WITHOUT '41 '6 �(; �'.J, SHOULD CONSULT THE PROJECT TEAM FOR A REVISED DETAIL OR DIRECTION WP WATER PROOF F �i`;`ljl{1 O TO PROCEED. 7 IT IS AVIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SPRINT SITE NUMBER SE63XC212 SPRINT SITE NAME PINE RIDGE 8730 MAIN STREET EDMONDS, WASHINGTON 98026 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-1 EXISTING SPRINT ANTENNA AND EQUIPMENT ON EXISTING POLE TO BE REMOVED AND RESTORED TO ORIGINAL CONDITIONS; SEE SHEET A-1 & A-1.1 1&2 A-2 EXISTING WOOD FENCE �`r 11J I I r EXISTING SPRINT EQUIPMENT INEXISTING BE REMOVED AND COMPOUND RESTORED TO ORIGINAL CONDITIONS; I SEE SHEET A-1 & A-1.1 k 1El1 11_:i 1 APPROVED BY PLANNING r cav_11_41111� Dec 06 2022 Uj z Please ensure that removal site is restored to match existing conditions or restored to original conditions. OVERALL SITE PLAN EXISTING 17"X31" VAULT EXISTING SPRINT 60" RUN OF TELCO INNER -DUCT IN EXISTING 2" TELCO CONDUIT MAIN STREET PROPERTY LINE EXISTING SIDEWALK APN: 00373600500404 71 EXISTING BUILDING EXISTING GRASS EXISTING TREE J�A J J J < J I PROPERTY LINE 11X17 SCALE: 1/16" = 1'-0" 24X36 SCALE: 1/8" = 1'-0" 0' 4' 8' 16' T • •Mobile RECEIVE Nov 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E Ia sTec Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 SPRINT SITE #: SE63XC212 DRAWN BY: JG JOB #: 32798 0 1 08/22/22 1 100% FINAL CD'S REV I DATE I DESCRIPTION IT IS AVIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SPRINT SITE NUMBER SE63XC212 SPRINT SITE NAME PINE RIDGE 8730 MAIN STREET EDMONDS, WASHINGTON 98026 SHEET TITLE v m a OVERALL SITE PLAN .Ejw I':ji. 0�c S SHEET NUMBER 1 A-o EXISTING ANTENNA SCHEDULE SECTOR POSITRON ANTENNA MODEL ANTENNA NTENN RAD-CENTER QTY./RRU MODEL CABLING LENGTH AZIMUTH �� AT ANDREW 15' 79'-0" (1) 1900 MHZ RRH-P4 HBXX-9014DS-A2M 1.545" HYBRID BETA B1 ANDREW ig0' 79'-0" (i) 1900 MHZ RRH-P4 CABLE 3160 HBXX-9014D5-A2M TOTALS 2 TOTAL 2 TOTAL (UP) UP ON TOWER EGENG F (DN DOWN NEAR EQUIPMENT AREA NOTES VERIFY LATEST VERSION OF THE RFDS 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) t11' X ±16' - ±176 SOFT ENCLOSURE 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 SITE PLAN EXISTING SPRINT MOUNTED HARDWARE TO BE REMOVED BY GC EXISTING WOOD POLE - EXISTING GRASS EXISTING SPRINT RADIOS MOUNTED TO EXISTING WOOD POLE TO BE REMOVED BY GC (1 PER SECTOR, 2 TOTAL) EXISTING SPRINT PANEL ANTENNAS MOUNTED TO EXISTING WOOD POLE TO BE REMOVED BY GC (1 PER SECTOR, 2 TOTAL) EXISTING SIDEWALK EXISTING WOOD FENCE. V I FENCE TO BE REMOVED I _ _ I \ / I \ / I II I EXISTING SPRINT GPS TO BE REMOVED BY GC I I I I I I I r JL --r _J m -If1 �� Ifs Ifs +1 r1 ILLI ILLI1 U D N L19L19 I I z II _j_ II Ij j I I r EXISTING SPRINT AAV TO BE REMOVED BY GC I II II 411 II I / EXISTING SPRINT TELCO BBOXGC BE REMOVED EXISTING SPRINT COAX AND ASSOCIATED CONDUITS TO BE REMOVED BY GC EXISTING 17"X31" VAULT EXISTING SPRINT 60* RUN OF TELCO INNER -DUCT IN EXISTING 2* TELCO CONDUIT EXISTING ACCESS ROAD EXISTING WOOD ACCESS GATE TO BE REMOVED BY GC EXISTING WOOD FENCE ENCLOSURE TO BE REMOVED BY GC EXISTING (2) SPRINT MMBS-BBU CABINET TO BE REMOVED BY GC EXISTING SPRINT 24" ICE BRIDGE TO BE REMOVED BY GC EXISTING (2) SPRINT RRU'S TO BE REMOVED BY GC EXISTING SPRINT PRO TO BE REMOVED BY GC EXISTING SPRINT METER TO BE REMOVED BY GC EXISTING CONCRETE PAD TO BE REMOVED BY GC EXISTING SPRINT GPS TO BE REMOVED BY GC 11X17 SCALE: 1/4" = V-0" 24X36 SCALE: 1/2" = 1'-0" 0' 1' 2' 4' T - -Mobile RECEIVE Nov 17 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E Ia sTec Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 SPRINT SITE #: SE63XC212 DRAWN BY: JG JOB #: 32798 0 1 08/22/22 1 100% FINAL CD'S REV I DATE I DESCRIPTION IT IS AVIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED I PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SPRINT SITE NUMBER SE63XC212 SPRINT SITE NAME PINE RIDGE 8730 MAIN STREET EDMONDS, WASHINGTON 98026 SHEET TITLE N EXISTING ENLARGED SITE PLAN d A <W EP 0 y"Q s SHEET NUMBER � A-1 FINAL ANTENNA SCHEDULE SECTOR POSITION ANTENNA MODEL ANTENNA RAD-CENTER OTY./RRU MODEL CABLING LENGTH AZIMTH ALPHA AT - - - - BETA 31 - - - - TOTALS - TOTAL - TOTAL (UP) UP ON TOWER LEGEND (CIA DOWN NEAR EQUIPMENT AREA XNNO�S VERIFY LATEST VERSION OF THE RFDS 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) t11' X ±16' - ±176 SOFT ENCLOSURE 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. FINAL SITE PLAN 11 X 17 SCALE: 1 /4" = 1'-0" 24X36 SCALE: 1/2" = 1'-0" 0' 1' 2' 4' NG BUILDING N EP S 1 T - -Mobile RECEIVE Nov 17 2022 DEVELOPMENT SERVICES DEPARTMENT •:.I a sTe c Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 SPRINT SITE #: SE63XC212 DRAWN BY: JG JOB #: 32798 0 1 08/22/22 1 100% FINAL CD'S REV I DATE I DESCRIPTION IT IS AVIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SPRINT SITE NUMBER SE63XC212 SPRINT SITE NAME PINE RIDGE 8730 MAIN STREET EDMONDS, WASHINGTON 98026 SHEET TITLE FINAL ENLARGED SITE PLAN SHEET NUMBER A-1.1 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 START OF ANY WORK. SIBLE FOR COSTS & COORDINATION OF ANY ACCESS, CRANE SERVICE AND PICKING / C. GCS RESPONSIBLE T ■ -Mobile RIGGING PLAN, LOGISTIC HAULING, EQUIP. RENTAL / DELIVERY AND DISPOSAL FEE'S. (IF APPLICABLE). 1 D. GC TO REMOVE EXISTING (1) ±11' X ±16' = ±176 SOFT ENCLOSURE AND FOUNDATION ITEMS 2' BELOW GRADE. RECEIVE 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. Nov 17 2022 F. GC TO HAUL OFF ALL COAX, DEBRIS AND ASSOCIATED CELLULAR SITE ITEMS. CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A TOP OF EXSTING WOOD POLE TOP OF EXISTING WOOD POLE A.G.L. 4t82'-0" A.G.L . CE CEh NTER OF EXISTING SPRINT_PANEL ANTENNAS. VTE" ■� a sTe C 79'-0' A.GA.G.L. EXISTING SPRINT PANEL ANTENNAS Network Solutions MOUNTED TO EXISTING WOOD POLE TO BE REMOVED BY GC (1 PER SECTOR, 2 TOTAL) I 125 K CIRCLE EXISTING SPRINT RADIOS MOUNTED I I CORONA, CALIFORNIAI 92880 TO EXISTING WOOD POLE TO BE REMOVED BY GC (1 PER SECTOR, 2 TOTAL) I EXISTING SPRINT MOUNTED HARDWARE I TO BE REMOVED BY GC SPRINT SITE #: SE63XC212 EXISTING POWER LINES I EXISTING POWER LINES DRAWN BY: JG I I I I I I I I JOB #: 32798 I I I I I I I I EXISTING POWER LINES I I EXISTING POWER LINES 1 o 1 0 22122 1 100%FINAL CD'S REV DATE I DESCRIPTION PEL MO�_; p�� Og WAS, j,, z I I I EXISTING WOOD POLE I EXISTING WOOD POLE I �r 42214 �GI2214 EXISTING SPRINT COAX I AND ASSOCIATED CONDUITS I o.� 'b' SS10NAL ECG TO BE REMOVED BY GC I I IT IS AV DILATION OF LAW FOR ANY PERSON, UNLESS THEY I EXISTING WOOD FENCE. I EXISTING WOOD FENCE. ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SPRINT SITE NUMBER I EXISTING WOOD FENCE ENCLOSURE I SE63XC212 WITH EXISTING SPRINT CABINETS AND EQUIPMENTS TO BE REMOVED I BY cc I I SPRINT SITE NAME PINE RIDGE I 1 I 8730 MAIN STREET I I I I EDMONDS, WASHINGTON 98026 EXISTING SPRINT I 60" RUN OF TELCO I INNER -DUCT IN I EXISTING 2" TELCO SHEET TITLE I CONDUIT I EAST ELEVATION �, GROUND LEVEL I GROUND LEVEL G. A.L. L 0'-0" A.G.L. SHEET NUMBER EXISTING EAST ELEVATION 1107 SCALE: 3/32"=1'-0" 1 FINAL EAST ELEVATION 11x17 SCALE: 3/32"=1'-0" L A_2 24x36 SCALE: 3/16"=1'-0" 24x36 SCALE: 3/16"=1'—O" 0 3' 6' 12' 0 3' 6' 12'