Loading...
APPROVED BLD PLN RESUB2 BLD2022-1625+BLDG & Site_Plan+3.9.2023_11.11.05_AM+3411400APPROVED BY PLANNING Mar 162023 APPLICABLE CODES AL WORK SHALL COMPLY WIIH inE FOLLOWING APPLICABLE CODES: 02 CALIFORNIA BUILDING CODE AND LOCAL AMENDMENTS ACALIFORNIA MECHANICAL CODE AND LOCAL AMENDMENTS 2 2 CALI FORK A ELECTRIC CODE AND LOCAL AMENDMENTS 2 2 CALIFORNIA PLUMBING CODE AND LOCAL AMENDMENTS CALIFORNIA FIRE CODE AND LOCAL AMENDMENTS .02 CALIFORNIA ENERGY CODE 02 CAL FORK A REFERENCED STANDARD CODE 2018 INTERNATIONAL BUILDING CODE K E EVEVT OF COV _ICT, IF HOST 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 2022 CALIFORNIA 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: PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY P.O. BOX 1107 EVERETT, WASHINGTON 98206 STRUCTURE TYPE: MONOPOLE STRUCTURE HEIGHT: 57'-0" ASSESSORS PARCEL NUMBER: 270336-001-140-00 LATITUDE: 47' 47 27.00N 47.79083` LONGITUDE: 122 ` 21 43.00 " W-122.36194' LAT/LONG TYPE: NAD-83 ELEVATION: f340.0' AMSL EXISTING ZONING: RM-1.5 MULTI FAMILY 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: ZONING: MASTEC NETWORK SOLUTIONS T-MOBILE PLANNING & ACQUISITION 125 KLUG CIRCLE MASTEC NETWORK SOLUTIONS CORONA, CALIFORNIA 92880 12672 LIMONITE AVENUE #3E-185 CONTACT: JESSICA O'BRIEN EASTVALE, CALIFORNIA 92880 PHONE: 630-670-7086 CONTACT: LINDA WILLIAMS EMAIL: JESSICA.OBRIEN®MASTEC.COM PHONE: 949-373-6377 FAX: 951-893-1996 EMAIL: UNDA@AMWIRECO.COM PLANS MUST BE ON JOB SITE T � IVIoDile SE63XC206 - REMOVE/DEMO & RESTORE FIRDALE 9620 EDMONDS WAY EDMONDS, WASHINGTON 98020 MODIFICATION OF TELECOMMUNICATION SITE LOCATION MAP VICINITY MAP LOCAL MAP _ S Best Towing 3 services Edmonds f Evergreen Home Services f 26m PI sw eat© GscO Electric ry F 22][h PI Sw 1. 22Th PI SW n£ 1 1 'y 228[ St SW nu�a _Edmords Way _ - - ustn w sw Caa - PCC CommunityWestgate 0FC® ®Markets-Edmontls Tire c ac, Edmonds Kwick 'n Kleen Car Wash O - ':1s �� e!c �'•- rP.*k.®. --�Woodway EstatesQ EL afl,'ItQ - �JIL i\ q L Gam' �+ T Tropical Tan of Edmontls E :tea t ~� `( e Trike Stop - Child e a'd PreSchool0 231.00 - 231vt SI SW a, April venlas Photogmphy 2—d St SW s 232nd St SW Q —d StSW �c •:5., _, �` - •`2'nCOan Martyrs tic F ...' Church P �' A Artldemichael H Oagn-Q 2S11h St SW " I~ _ FE S -.4µ fE 0- 6w s DRIVING DIRECTIONS -RCM: 3625 132ND AVENUE SE, BELLEVUE, WASHINGTON 98006 6. USE THE RIGHT 2 LANES TO TAKE EXIT 2C FOR 1-5 10. MERGE ONTO WA-104 W/NE 205TH ST/LAKE N TOWARD VANCOUVER B.C. BALLINGER WAY. '. HEAD EAST TOWARD 132ND AVE SE. TURN LEFT ONTO 132ND AVE SE. 7. USE THE LEFT 2 LANES TO FOLLOW SIGNS FOR MADISON 11. CONTINUE TO FOLLOW WA-104 W. ST/CONVENTION CTR. 2. TURN LEFT ONTO SE 36TH ST. 12. DESTINATION WILL BE ON THE LEFT. 8. KEEP LEFT AND MERGE ONTO 1-5 N. 3. TURN RIGHT ONTO RICHARDS RD. 9. TAKE EXIT 177 TO MERGE ONTO WA-104 W/NE 205TH 4. TURN LEFT TO MERGE ONTO 1-90 W TOWARD SEATTLE. ST/LAKE BALLINGER WAY. 5. MERGE ONTO 1-90 W. City Of Edmonds Building Department Work REMOVE TELECOM FACILITY Address 9620 EDMONDS WAY Owner SPRINT Approved Date; - ----- --- -- -------------------- Building Official IEYt fi 0a4- e r --------------------------------' Permit Number BLD2022-1625 I PROJECT DESCRIPTION I SPRINT / T-MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED WIRELESS COMMUNICATIONS FACILITY. THIS MODIFICATION WILL CONSIST OF THE FOLLOWING GROUND EQUIPMENT - TO BE REMOVED BY GC: • REMOVE EXISTING (1) CONCRETE PAD • REMOVE EXISTING (1) MMBS CABINET • REMOVE EXISTING (1) BBU CABINET • REMOVE EXISTING (1) TELCO CABINET • REMOVE EXISTING (1) PPC CABINET • REMOVE EXISTING (1) CIENA CABINET • REMOVE EXISTING (1) ICE BRIDGE • REMOVE EXISTING (1) CPS ANTENNA • REMOVE EXISTING (1) METER • REMOVE EXISTING (3) H-FRAMES • REMOVE EXISTING COAX CABLES * NOTE: NO TREES WILL BE AFFECTED OR ALTERED DURING TELECOM DECONSTRUCTION GENERAL NOTES OVERALL SITE PLAN EXISTING SITE PLAN FINAL SITE PLAN SOUTHWEST EXISTING AND FINAL ELEVATION T • •Mobile •L RESUB 3/9/2023 DEVELOPMENT SERVICES DEPARTMENT NI a STe c Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 SPRINT SITE #: SE63XC206 DRAWN BY: JC JOB #: 43485 0 03/08/23 REVISIONS A 01/24/23 100% FINAL CD's REV DATE DESCRIPTION SPRINT SITE NUMBER SE63XC206 SPRINT SITE NAME FIRDALE SPRINT STE ADDRESS 9620 EDMONDS WAY EDMONDS, WASHINGTON 98020 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 LIMITS OF LIABILITY: 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 CONCCONCRETE CON CONST CONSTRUCTION APPROVED WEATHERPROOFING. IF WEATHERPROOFING IS OMITTED, CONTACT CONT CONTINUOUS R ES U B THE PROJECT TEAM FOR CLARIFICATION OR PROVIDE A WEATHERPROOFING DIA DIAMETER PROPOSAL FOR APPROVAL. DWG DRAWING EA CH ELEVATION 3/9/2023 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE EXISTING ROOFING 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 EXT EXTERIOR DEVELOPMENT WORK REOUIREMENTS: FIN FINISH SERVICES FLUOR FLR FLUORESCENT FLOOR DEPARTMENT 1. ALL WORK MUST BE PERFORMED DURING THE OWNERS PREFERRED FT FOOT HOURS. FRP FIBER -REINFORCED POLYMER GA GAUGE MasTec 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL GALV GALVANIZED ■ ■ 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 INSIDE DIAMETER CORONA, CALIFORNIA 92880 THE INSPECTION ENTITY 24 HOURS IN ADVANCE OF THE WORK TO BE IN I 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#: SE63XC206 RIGHT OF WAY. M ECHM ECHANICAL MT L METAL DRAWN BY: JC 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#: 43485 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 0 03/OS/23 REVISIONS TO IT'S PRE -WORK CONDITION. WHERE THE WORK PERFORMED DOES NOT SS STAINLESS STEEL A 01/24/23 100%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 WA.$�rl�� 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/0 WITHOUT O SHOULD CONSULT THE PROJECT TEAM FOR A REVISED DETAIL OR DIRECTION WP WATER PROOF E. TO PROCEED. rn z SPRINT SITE NUMBER SE63XC206 SPRINT SITE NAME FIRDALE SPRINT SITE ADDRESS 9620 EDMONDS WAY EDMONDS, WASHINGTON 98020 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-1 NOTES: TREES: NO TREES WILL BE AFFECTED OR ALTERED DURING DECONSTRUCTION OF TELECOM AREA SITE DEVELOPMENT STANDARDS: MINIMUM LOT AREA PER DWELLING UNIT MINIMUM LOT MINIMUM MINIMUM MINIMUM REAR SUBDISTRICT AREA PER STREET SIDE SETBACK DWELLING UNIT SETBACK SETBACK RM-1.5 1,500 SOFT 15,-0" 10'-0" 15'-0" i EXISTING OPEN LAND / i � I i o oQ o° b O n o° b I N�S � QELj / / '� auli�ollNc II I i � �O 0 / I t o b EXISTING TREES / I Zm �TO BE PRESERVED � I xcyi / O o EXISTING SPRINT LEASE AREA WITHIN EXISTING COMPOUND TO BE REMOVED d° AND RESTORED TO ORIGINAL I �' / 1&2 CONDITIONS; SEE SHEET A-1 k A-1.1 x / / x �/71 � EXISTING SETBACK / ` EXISTING a / X X SUBSTATION Q a APN: 270336-001-140-00 I Ld m a ZONING: RM-1.5 MULTI FAMILY z SIZE_ 29,621 SQ FT o o XI o O _ EXISTING TREES TO BE PRESERVED I u Q d p A �+ PROPERTY LINE (t330'-0) X X X X X X X XL d°� x— — — — — — — — — — — — — — — — — — — O_ EXISTING BUILDING o° c, OVERALL SITE PLAN EXISTING Q db BUILDING O ° oQ b d° oQ d° EXISTING TREES � O O �TO BE PRESERVED EXISTING TREES d �TO BE PRESERVED 0 Q oQ b O d° EXISTING ° Q BUILDING db O o . oQ ,Q o db n° 11X17 SCALE: 1" = 40 24X36 SCALE: 1" = 20 T • •Mobile - RESUB 3/9/2023 DEVELOPMENT SERVICES DEPARTMENT am 6:mm a sTe c Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 SPRINT SITE #: SE63XC206 DRAWN BY: JC JOB #: 43485 0 03/08/23 REVISIONS A 01/24/23 100% FINAL CD'S REV I DATE I DESCRIPTION SPRINT SITE NUMBER SE63XC206 SPRINT SITE NAME FIRDALE SPRINT SITE ADDRESS 9620 EDMONDS WAY EDMONDS, WASHINGTON 98020 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-0 0' 10' 20' 40' FINAL ANTENNA SCHEDULE SECTOR POSITION ANTENNA MODEL ANTENNA RAD-CENTER OTY./RRU MODEL CABLING LENGTH AZIMUTH ALPHA A2 - - - - - - BETA B2 - - - - GAMMA C2 - - - - TOTALS 0 TOTAL 0 TOTAL UP ON TOWER LEGEND LITOTES DNDOWN NEAR EQUIPMENT AREA ��UP� 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 FEES. (IF APPLICABLE). D. GC TO REMOVE EXISTING (1) 6.5' X 12.0' = 76 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 SITE PLAN X X / \ / x X � X EXISTING CHAINLINK ACCESS GATE / 1 \/ x yI� x ' \ EXISTING CHAINLINK FENCE ENCLOSURE x x T • •Mobile - RESUB 3/9/2023 DEVELOPMENT SERVICES DEPARTMENT m:mM a sTe c Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 x EXISTING SPRINT CIENA CABINET EXISTING SPRINT H-FRAMES TO BE REMOVED BY GC TO BE REMOVED BY GC (3 TOTAL) EXISTING SPRINT CONCRETE PAD x SPRINT SITE #: SE63XC206 TO BE REMOVED BY GC �6 EXISTING SPRINT CPS ANTENNA TO BE REMOVED BY GC DRAWN BY: Lc EXISTING SPRINT MMBS CABINET III TO BE REMOVED BY GC x JOB#: 43485 EXISTING SPRINT COAX CABLES EXISTING SPRINT BBU CABINET TO BE REMOVED BY GC EXISTING OTHER CARRIER EQUIPMENT AREA x EXISTING OTHER CARRIER EQUIPMENT X MOUNTED TO EXISTING H-FRAME EXISTING SPRINT FILTERS EXISTING OTHER CARRIER EQUIPMENT TO BE REUSED (4 TOTAL) X MOUNTED TO EXISTING H-FRAME x — _ ^ TO BE REMOVED BY GC 1 I - - - F-1 x --T' I �I Ix ft EXISTING SPRINT ICE BRIDGE TO BE REMOVED BY GC x EXISTING SPRINT METER x — BE REMOVED — GC II II EXISTING SPRINT PPC CABINET II IT- — L TO BE REMOVED BY GC Mp II II EXISTING SPRINT TELCO CABINET Q,VL �I II J x TO BE REMOVED BY GC WAS u Lr —�04 kl�� EXISTING MONOPOLE x EXISTING SPRINT MOUNTING x HARDWARE TO BE REUSED EXISTING SPRINT RADIOS TO BE REUSED x (3 PER SECTOR, 9 TOTAL) EXISTING SPRINT PANEL ANTENNAS TO BE REUSED (2 PER SECTOR, 6 TOTAL) x x x LX X X X X X X X X X X X X X X 11X17 SCALE: 3/16" = 1'-0" 24X36 SCALE: 3/8" = 1'-0" 0' 1' 3' 5' SPRINT SITE NUMBER SE63XC206 SPRINT SITE NAME FIRDALE SPRINT SITE ADDRESS 9620 EDMONDS WAY EDMONDS, WASHINGTON 98020 SHEET TITLE N EXISTING ENLARGED m.SITE PLAN �w�.a i9 S SHEET NUMBER 1 A-1 FINAL ANTENNA SCHEDULE SECTOR POSITION ANTENNA MODEL ANTENNA AZIMUTH RAD-CENTER OTY./RRU MODEL CABLING LENGTH Al KMW ETCR-654L12H6 0' 54-6" (1) 25 GHz RRH ALPHA (1) 800 MHz RRH A2 SPRINT PANEL ANTENNA 0' 54'-6" (1) 1900 MHz RRH 31 KMW 120' 54'-6" (1) 25 GHz RRH ETCR-654L12H6 HYBRID BETA (1) B00 MHz RRH (3) CABLES ±80' B2 SPRINT PANEL ANTENNA 120' 54'-6' (1) 1900 MHz RRH C1 KMW EfCR 654L12H6 255' 54'-6" (1) 2.5 GHz RRH GAMMA (1) B00 MHz RRH C2 SPRINT PANEL ANTENNA 255' 54'-6' (1) 1900 MHz RRH TOTALS 6 TOTAL 9 TOTAL (UP) UP ON TOWER LEG (DN) DOWN NEAR EQUIPMENT AREA /NOTES ES VERIFY LATEST VERSION OF THE RIDS 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) 6.5' X 12.0' - 76 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. FINAL SITE PLAN X / x \ x x y x EXISTING CHAINLINK ACCESS GATE / 1 \/ X / yI� X ' \ EXISTING CHAINLINK FENCE ENCLOSURE X x X X X x x T • •Mobile - RESUB 3/9/2023 DEVELOPMENT SERVICES DEPARTMENT m:mM a sTe c Network Solutions 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 x SPRINT SITE #: SE63XC206 DRAWN BY: JC x JOB #: 43485 X II X I FOOTPRINT OF i x REMOVED EDU IPMENT AREA x x x L Mo �$�O4 WAS�ld z �------- �I- •• SSIONALEly EXISTING MONOPOLE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY X ARE ACTING UNDER THE DIRECTION OF A LICENSED x PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. EXISTING OTHER CARRIER EQUIPMENT -------- q EXISTING SPRINT MOUNTING X MOUNTED TO EXISTING H-FRAME x HARDWARE EXISTING SPRINT FILTERS EXISTING SPRINT RADIOS EXISTING OTHER CARRIER EQUIPMENT (4 TOTAL) (3 PER SECTOR, 9 TOTAL) X MOUNTED TO EXISTING H-FRAME x EXISTING SPRINT PANEL ANTENNAS (2 PER SECTOR, 6 TOTAL) X x X x SHEET TITLE N EXISTING ENLARGED Lm.�.a SITE PLAN X X X X X X X X X X X X X X X D T A S SHEET NUMBER 11X17 SCALE: 3/16" = 1'-0" A-1 . 1 24X36 SCALE: 3/8" 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 FEES. (IF APPLICABLE). T ■ ■Mobile ■ D. GC TO REMOVE EXISTING (1) 6.5' X 12.0' = 76 SOFT CONCRETE PAD AND FOUNDATION ITEMS 2'BELOW GRADE. 1 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. 3/9/2023 DEVELOPMENT SERVICES DEPARTMENT �a® a sTe c TOP OF EXISTING MONOPOLE. EXISTING OTHER CARRIER ANTENNAS TOP OF EXISTING MONOPOLE. EXISTING OTHER CARRIER ANTENNAS Network Solutions 5T-0" 125 KLUG CIRCLE CORONA, CALIFORNIA 92880 CENTER OF EXISTING SPRINT PANEL ANTENNAS. — — — — — 52'—O' A.G.L. EXISTING SPRINT PANEL ANTENNAS TO BE REUSED (2 PER SECTOR, 6 TOTAL) EXISTING SPRINT FILTERS TO BE REUSED (4 TOTAL) CENTER OF EXISTING SPRINT PANEL ANTENNAS. — — — 52'—O' A.G.L. — — EXISTING SPRINT PANEL ANTENNAS 2 PER SECTOR, 6 TOTAL EXISTING SPRINT FILTERS (4 TOTAL) SPRINT SITE#: SE63XC206 DRAWN BY: JC EXISTING SPRINT MOUNTING HARDWARE TO BE REUSED EXISTING SPRINT RADIOS TO BE REUSED 3 PER SECTOR, 9 TOTAL) ) EXISTING SPRINT MOUNTING HARDWARE EXISTING SPRINT RADIOS (3 PER SECTOR, 9 TOTAL) JOB #: 43485 o 0 03/08/23 REVISIONS A 1 01/24/23 100% FINAL CD'S REV DATE DESCRIPTION V'L Mp w�4 WASJjl� VFi 'Z. EXISTING MONOPOLE EXISTING MONOPOLE 14 "f'p 'CGj zSTER�9 sSIONAL E�Csl PERSON, IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTINGUNDERTHEDIRECTION PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SPRINT SITE NUMBER SE63XC206 SPRINT SITE NAME FIRDALE EXISTING SPRINT ICE BRIDGE TO BE REMOVED BY GC EXISTING CHAINLINK FENCE ENCLOSURE EXISTING CHAINLINK FENCE ENCLOSURE SPRINT SITE ADDRESS —� 9620 EDMONDS WAY EXISTING SPRINT MIMES & BBU ` 3�a I CABINET TO BE REMOVED BY GC I I_ EDMONDS, WASHINGTON 98020 EXISTING SPRINT CIENA CABINET �� lk l `] AND ASSOCIATED H—FRAME TO BE REMOVED BY GC FOOTPRINTS OF EQUIPMENT SHEET TITLE SOUTHWEST cROU� —_ II GROU� ARC ELEVATION 0'—O' A.G.L. 0'-0' A.G.L. SHEET NUMBER EXISTING SOUTHWEST ELEVATION 11X17 SCALE: 1/8" = , -0. FINAL SOUTHWEST ELEVATION 11X17 SCALE: 1/8" = 11-O" 2 A_2 0' 2' 4' a' 0' 2' 4' 8 24X36 SCALE: 1/4" = ,'-0" 24X36 SCALE: 1/4" = 1'-0"