Loading...
Plans.pdfDO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND AUME CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPRGVPL ALL PREVIOUS ISSUES OF MS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFlELD CORPORATION. NEITHER MORRISON HERSHFlELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. d9ftL"w1reless JAN 2 ®15 OEVELollwP l SER��E� cow E� PROJEC WAMF.- 0, NWICKMAM [BARK ZONING D - - D 01/21/15 REVISTED PER COMMENT PROJECT LOCATION: 10307 238TH ST SW C 01/09/15 REVISED PER COMMENTS EDMONDS, WA 98020 B 12/10/14 REVISED PER COMMENT VICINITY MAP PROJECT INFORMATION SCOPE OF WORK A 11/04/14 ISSUED FOR REVIEW No. Date Revision 1R I{ �11 p _ fV JURISDICTION: CITY OF EDMONDS ZONING CLASS: R11 OCCUPANCY GROUP: UTILITY CONSTRUCTION TYPE: TBD TAX PARCEL ID: 27033600301900 VERIZON WIRELESS PROPOSES TO INSTALL AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF THE REPLACEMENT OF AN EXISTING 39'-0' WOOD UTILITY POLE, SITUATED IN THE ROW, WITH A NEW 62'-0" WOOD POLE. VERIZON WIRELESS PROPOSES TO INSTALL (3) PANEL ANTENNAS, (6) RRUs, (3) TMAs AND (1) SPLITTER/SURGE SUPPRESSOR ON THE POLE. IN ADDITION, VERIZON WIRELESS PROPOSES TO INSTALL OUTDOOR EQUIPMENT AND (1) 3OkW EMERGENCY DIESEL BACKUP GENERATOR ENCLOSED IN A SOLD WOOD FENCE. (12) COAX CABLES AND (2) HYBRID CABLES WILL BE ROUTED UNDERGROUND FROM THE EQUIPMENT TO THE ANTENNAS. Client: - PARCEL SIZE: 105,354t SQ FT (2.42 ACRES) LATITUDE: 4T47'00.03" N 47.783342' %� Vliref/ e.5'S LONGITUDE: 12222'17.17" W LIST O F DRAWINGS Implementation Team: —122.3 AMSL GROUND ELEVATION: 336.7' AMSL SHEET DESCRIPTION PROJECT SITE STRUCTURE HEIGHT., 38.3' [38'-4"t] (TOP OF EXISTING POLE) N. iivvEE LE YK^M T-1 COVER SHEET T-2 GENERAL NOTES &SYMBOLS - SV-1 SITE SURVEY ' `` ' C-1 SITE PLAN A-1 ENLARGED SITE PLAN LEGAL DESCRIPTION A-2 EXISTING AND PROPOSED ELEVATIONS A-3 PROPOSED EQUIPMENT PLAN AND DETAILS L-1 LANDSCAPE PLANS A&E Team: THE EAST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER _ _ ` OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST W.M. IN SNOHOMISH COUNTY, WASHINGTON. L-2 LANDSCAPE DETAILS MORRISON HERSHFlELD • 1D900 NE 8TH STREET, SUITE 810 ' BELLEVUE, WA 98004 Tel: "n 425.451.1301 Fax: 425A51.1369 www.morrisonhershfield.com Project Info: ' - SEA HICKMAN PARK CODE COMPLIANCE y, 10307 238TH ST SW ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: • -.->•�aLn>r. ; j EDMONDS, WA 98020 CONTACTS Drawing Title: DRIVING DIRECTIONS APPHCA =LIENT CONTACT: PROJECT MANAGER CONTACT, A&E CONTACT, MICHAEL GALLAGHER MISTY DEFORD SHAWN VAN GIESEN VERIZON WIRELESS (VAIN) ) 617 8T 10900 NE HERSHFlELD CORP (D/B/A VERIZON WIRELESS) 617 8TH AVE S 10900 NE BTH ST, SUITE 810 15900 EASTGATE WAY SE, MS 231 SEATTLE, WA 98104 BELLEVUE, WA 98004 BELLEVUE, WA 98008 PHONE: (510) 508— 5918 PHONE : (425) 451-1301 PHONE: (206) 715-0014 misty.deford®lexcomcorp.com svangiesen®morrisonhemhfield.com michael.gallagher®verizonwireless.com 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL MECHANICAL CODE (AMC) 2012 INTERNATIONAL FIRE CODE (IFC) 2011 NATIONAL ELECTRIC CODE (NFPA 70) COVER SHEET (FROM SEATAC INTERNATIONAL AIRPORT): MERGE ONTO I-5 N TAKE EXIT 177 FOR WA-104 TOWARDS EDMONDS • FOLLOW SIGNS FOR WASHINGTON 104 W AND MERGE ONTO WA-104 W/NE 205TH ST CONTINUE TO FOLLOW NE 205TH ST • CONTINUE ONTO FIRDALE AVE • TURN LEFT ONTO 238TH ST SW • TURN RIGHT INTO KLAHAYA SWIM & TENNIS CLUB, SITE LOCATED SOUTHWEST OF PARKING LOT PROPERTY OWNER: JLEASING% PROFESSIONAL OF RECORD: VICKY JAQUISH DAVID BARROW ROBERT J LARA KLAHAYA SWIM & TENNIS CLUB LEXCOM MORRISON HERSHFlELD CORP P.O. BOX 74 617 8TH AVE S PHONE: (945) 577-4668 EDMONDS, WA 95020 SEATTLE, WA 98104 rtora®morrisonhershfield.com PHONE: (206) 650-4427 PHONE: (567) 86B-6260 david.barrow®lexcomcorp.com PERMITTING CONTACT: APPROVALS Project Number: 7130028 Date: 10/08/14 TIRE SIGNATURE DATE Drafter: VA Designer: SV REPRESENTATIVE Project Manager. Professional of Record: SURVEYOR: DUNCANSON COMPANY, INC. BECKY TODD 145 SW 155TH ST, SUITE 102 LEXCOM SEATTLE, WA 98166 617 8TH AVE S PHONE: (206) 244-4141 SEATTLE, WA 98104 PHONE: (206) 310-1793 RKL RL SITE OWNER Revision No: D Sheet No: T-1 RF ENGINEER becky.todd®lexcomcorp.com GENERAL NOTES 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. ALL NECESSARY LICENSES, CERTIFICATES. ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 2. MORRISON HERSHFIELD CORPORATION HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIAL, INCLUDING, BUT NOT LIMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT, MORRISON HERSHFIELD CORPORATION DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, THE REMOVAL, OR ANY EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO BE SUSPENDED AND THE OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER. 4. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS STARTED. NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, WILL BE ACCEPTED OR PAID. 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS CONTRACT. ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED WITH. 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK. 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY CONFLICTS. THE CONSULTANT HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. 8. DO NOT SCALE THE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTER LINE OF ELEMENTS, UNLESS NOTED OTHERWISE. CRITICAL DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE CONSULTANT OF ANY DISCREPANCIES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE CONSULTANT SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE (JADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 14. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GE14ERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 17, VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, ACKNOWLEDGING APPLICATION FOR POWER, WRITTEN AND VERBAL DISCUSSIONS WITH THE POWER COMPANY, ETC. 19. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. 20. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REQUIRED DATE, THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 21. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN NOTES 19, 20 AND 21 ABOVE, THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY GENERATOR AT NO COST TO THE OWNER. 22. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE OWNER 014 OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBIUTY OF THE OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. 23. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 24. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE (JEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS) THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 25. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. 26. IN RAWLAND CONDITIONS, TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POUR. TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. TOWER GROUND MUST BE MAINTAINED AT ALL TIMES. LINE/ANTENNA NOTES 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSE14BLES SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIAL BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY MAGNETIC NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 3. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT, 4. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS. 6. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS. USE A TWO -BOLT HOLE NEMA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL. 7. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORN CHEMICAL COMPANY. 8. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING. USE ERICO T-319 GALVANIZING BAR/COLD GALVANIZING PAINT. 9. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND ALL CONDUIT OPENINGS. 10. ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS, CONTRACTOR TO COORDINATE DELIVERY. PROJECT INFORMATION 1. THIS IS AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. 2. VERIZON WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY VERIZON WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. THIS FACILITY IS UNOCCUPIED AND NOT DESIGNED FOR HUMAN OCCUPANCY THUS IT IS NOT OPEN TO THE PUBLIC. 3. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 4. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 5. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 6. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. 7. VERIZON WIRELESS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. IMPORTANT NOTICE THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. MORRISON HERSHFIELD CORPORATION CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. CONTRACTOR AND HIS SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. AGE ABOVE GROUND LEVEL AC AIR CONDITIONI APPROX APPROX MATELYNG AZ AZIMUTH BLDG BUILDING BLK BLOCKING CLG CEILING CE CENTERLINE CLR CLEAR CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS GET DETAIL DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DBE DOUBLE ON DOWN DWG DRAWING EA EACH ELEC ELECTRICAL ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT (E) EXISTING EXT EXTERIOR FIN FINISH FLR FLOOR FLUOR FLUORESCENT FT FOOT ABBREVIATIONS GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GYP BD GYPSUM WALL BOARD HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING HORZ HORIZONTAL HR HOUR IN INCH INFO INFORMATION ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR IBC INTERNATIONAL BUILDING CODE LBS POUNDS MGR MANAGER MFR MANUFACTURER MAX MAXIMUM MECH MECHANICAL MTL METAL LAIN MINIMUM MISC MISCELLANEOUS N/A NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER - - UGP - UG POWER CONDUIT BUILDINGLUDETAIL SECTION DETAIL NUMBER 1 A-1 SHEET NUMBER WHERE DETAILED REFERENCE 1 A-1 REFERENCED DRAWING PLYWD PLYWOOD PT PRESSURE TREATED PROJ PROJECT PROP PROPERTY (P) PROPOSED QTY QUANITY RED REQUIRED RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY SLIT SHEET SIM SIMILAR SPEC SPECIFICATION SF SQUARE FOOT SS STAINLESS STEEL STL STEEL STRUCT STRUCTURAL STD STUD SUSP SUSPENDED THRU THROUGH TNNG TINNED TYP TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VIE VERIFY IN FIELD VERT VERTICAL WP WATER PROOF W%0 WITH - - UGT - UG TELCO CONDUIT LEGEND LARGE SCALE DETAIL 6 ¢ ,,-DETAIL NUMBER SHEET NUMBER WHERE DETAILED ELEVATION DETAIL BUG DETAIL NUMBER 1 A-2 SHEET NUMBER WHERE DETAILED DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SFWi BE IMPLEMENTED WITHOUT PRIOR WRIT" APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD E CORPORATION. NEITHER MORMON HERSHFD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF 1MS PROJECT. ZONING V - - C 01/09/15 REVISED PER COMMENTS B 12/10/14 REVISED PER COMMENT A 11/04/14 ISSUED FOR REVIEW No. Date Revision ved"nwireless LC)rfooCOM! E Team: I r4g; MORR15ON HERSHFIELD 10900 NE BTH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425A51.1301 Fa:425A51.1369 www.morrisonhershfieid.com SEA HICKMAN PARK 10307 23M ST SW E)MONDS, WA 98D20 Drawing Title: GENERAL NOTES AND SYMBOLS 7130028 10/08/14 Drafter: Designer: VA SV Project Manager. Professional of Record: RKL RL C I T-2 LEGAL DESCRIPTION THE EAST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST W.M. IN SNOHOMISH COUNTY, WASHINGTON. 12" ChIP IE.(E)=333.4 4" PVC (E(N)=333.9 POLE — SEE DETAIL "DCI CONTROL" ELEV-336.5 i HOUSE / / HOUSE � i EASEMENTS A CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE B' OF TITLE REPORT. THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN. LOSED PER PROVIDED TITLE REPORT 0 o GRAPHIC SCALE (IN FEET) I inch— 20 Ct. 1 inch — 40 R-(1Is17 SIIFET) 1) TITLE REPORT ISSUED BY FIRST AMERICAN TITLE, ORDER NO. 4229-2272887, DATED JUNE 12, 2014. 2) FIELD WORK CONDUCTED IN OCTOBER, 2014. 3) BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD83). 4) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND/OR UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. 5) FEMA DESIGNATION: ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE THE 500—YEAR FLOODPLAIN), PANEL 1315 OF 1575, FIRM MAP NUMBER 53061C1315E, EFFECTIVE DATE NOVEMBER 8, 1999. X PARCEL r27036003301400 LTAX PARCEL 2703360030EL TAX PARCEL 27033600302100 TAX PARCEL 7703360030" o TAX PARCEL w 27033600307600 Z <} TAX PARCEL 27033600301300 ® J ® — I FOUND I ,(OVUMENT I. LATITUDE/LONGITUDE POSITION COORDINATE DATA AT CENTER OF SUBJECT POLE NAD 83 LAT — 47'47'00.03" N NAVD 88 LONG — 122'22'17.17" W ELEV.= 336.7 FEET BENCHMARK IS "SSHO" AVD 8 NGS CPS CORS STATION. ELEV = 322.1' ELEVATION DERIVED USING CPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. TAX PARCEL 27033600202200 TAX PARCEL 27033600301900 PROPOSED QO���°O 1 POSITION 12'X27, CENTER OF SUBJEC LEASE AREA �P}h0° POLE — SEE DETAIL ° ao ae PAC � xM x� Q O 0 1P�y0° FOUND `L 165.64' 001' MOTJ 1ENT N8828'58"IV 238TH ST SIN — 30, — ® _T ___ SI 00 1,9 A 00 fq Os� s80000nF \ o so — SPX PP00p0Tp0 � — 0°Rp5g0 TAX PA 4006 p40seo° a n p ptZC�900 O o°"p5gpp0 ap0p0 WOO pp0 I SPX / �A05 LATITUDE/LONGITUDE T SCALE: 1"=100' u,D� ra�rccx Huau. � Ur rr 9r v t z ou, m 232N0 8T SW >aoRnor c n�. rare � .Tex G r n � urcmer 104 F� SITE 99 X MAOROMA 238TH ST SW 23804 ST SPY SCHOOL 240TH ST SW a O Qp �P Oq �F 9� 244TH ST SIY VICINITY MAP I — NOT TO SCALE — SUBJECT BOUNDARY LINE RIGHT—OF—WAY CENTERLINE — RIGHT—OF—WAY LINE ADJACENT BOUNDARY LINE — SECTIONAL BREAKDOWN LINE oP OVERHEAD POWER LINE —UP— BURIED POWER LINE 6 BURIED GAS LINE oT OVERHEAD TELEPHONE LINE UT BURIED TELEPHONE LINE u BURIED WATER LINE ss BURIED SANITARY SEWER sD BURIED STORM DRAIN DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE —o 0 o CHAIN LINK FENCE —o WOOD FENCE BARBED WIRE/WIRE FENCE Q TRANSFORMER -(?- FIRE HYDRANT k( LIGHT STANDARD A GATE VALVE © POWER VAULT M WATER METER ® UTILITY BOX R FIRE STAND PIPE 0 UTILITY POLE ❑ CATCH BASIN, TYPE I C-- POLE GUY WIRE ® CATCH BASIN, TYPE II Ib GAS VALVE -a- SIGN P GAS METER o BOLLARD 0 TELEPHONE VAULT MAIL BOX o TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE PAEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO f 3 FEET OR t 1% OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL=ALDER O MP=MAPLE DS=DECIDUOUS AL12 --TRUNK DIAMETER (IN) MA=MADRONA OK=OAK TYPE CH=CHERRY EVERGREEN TREE CE=CEDAR DF=DOUGLAS FIR HE=HEMLOCK DF13 PI=PINE 195.2 EVG=EVERGREEN HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER 27033600301900 SITE ADDRESS 10307 23BTH ST SW EDMONDS, WA 98020 SITE CONTACT JEFF McDOWELL PHONE NUMBER 206-226-6602 ZONING RS-8 (CITY OF EDMONDS) TOTAL LOT AREA 105,354f S.F.(2.42 AC.) PROJECT AREA 324 S.F. SURVEY REFERENCE 1) PLAT OF CEDAR GLEN DIV. NO. 2, PER RECORDING NO. 1463614, RECORDS OF SNOHOMISH COUNTY. 2) BOUNDARY L114E ADJUSTMENT PER RECORDING NO. 200307245003, RECORDS OF SNOHOMISH COUNTY. BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD —FOUND EVIDENCE AND RECORD INFORMATION. CAUTION UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE —CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE1 800—A2A ANY CONSTRUCTION. 5555 ® VLVTMwireless MORRISON HERSHFIELD 10900 NE 8TH ST., SUITE 810 BELLEVUE, WA 98D04 TO 425.451.1301 Fax: 425.451,1369 rrrrct. morrisonhershfi eld.com DUNCANSON Company; Inc. 145SII*1551h So- t.SWte102 Se uk, R"urhhk ton 98166 Ph— 206.244.4141 Far 206,244,4455 SITE SEA HICKMAN PARK 10307 23M ST SW EDMONDS, WA 98020 SNOHOMISH COUNTY Try DRAWM WAS CrEATED FOR THE EXCLUSIVE USE of: TEE CLeIT w IED HEFEo Ara19 NOT ToBE USED NWFOEa111PART WnH= W MEN AUIH'OMAIM FROM SAD CLEW.. cemQ mina Comm", In. FLD. CREW: JAR/CR FLD. BOOK: 340/48 DRAWN BY: LAC JOB #: 99544.1043 DATE: 10/27/14 REVISIONS DATE DESCRIPTION BY 12/9/14 j REVISE LEASE AREA RLP J {y a �,r �trrsean� 1z/a9/la SHEET TITLE EXISTING SITE SURVEY SEC 36, TWP 27 N, RNG 3 E, WM SHEET NUMBER V1 NOTE: THIS IS NOT A SURVEY. ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND JURISDICTIONAL GIS INFORMATION AND ARE APPROXIMATE. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL 1 owSSSSIO S. NO vM SMONSS OORROMODI�FICATINrS TO WORANY ERRORS OR I SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUSAT ISSUES OF . AL DRAWING ARE I E PROPF.BTY�-1tI� — SUPERSEDED BY THE LATEST REVISION. ALL DRAWING A AND S88'35.19"E SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON 165.45• HERSHFlk7D CORPORATION. NEITHER MORR50N HERSHFELD ® NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. j EXISTING ADJACENT \/PROPERTY LINE (TYP) I I i I I I 3 ti I I I I I I I I { -- t I `- I I Imo_ I I I ZONING I 0 Ci � I 2 — — � I 1%,m { o N �oom C 01 /09/15 REVISED PER COMMENTS I 4w B 12/10/14 REVISED PER COMMENT A 11/04/14 ISSUED FOR REVIEW No. Date Revision 1 IIII if t{ Client: SWIMMING POOL AREA verrLOnwireless UILDNG Implementation Team: A ( II I r■ ASPHALT PARKING L`„`� EXISTING LAWN PARKING I I-F { I EXISTING ASPHALT DRIVE I EXISTING AdcE Team: ASPHALT DRIVE I EXISTING TREE t J I mn LINE (TYP) I GRASS 9 { MORRISON HERSHFIELD PROPOSED VERIZON LEA WIRELESS cEQU MENT 1' 68'-1 - Q 10900 NE BTH STREET, SUITE 810 - 12'-05'-D' LA LEASE AREA — -- -- __.. _ . , ....- IWRH 5'-0' LANDSCAPE BUFFER BELLEVUE, WA 98004 Tel: t z I 425.451.1301 Fax: 425.451.1369 N vmw.mordsonhershfielG.com ( PROPOSED VERIZON I WIRELESS 20' r. Project Info: ACCESS EASEMENT ( I SEA I 1 W EXISTING IILDNG� EXISTING/Y I I BUILDNG I HICKMAN PARK P POSW VERIZON WIRELESS °' " j 5 UTILITY EASEMENT I / GRASS I 10307 238TH ST SW { (I EDMONDS. WA 98020 I Drawing Title: ,- EXISTING CHAIN ����� s���iiii j.'•{:..i.: �y.� "Y� I "8 LINK FENCE � � PROPERTY N8828$BLE W I lO sS EXISTING UTILITY S ITE P LAN SB - S_ 165.64• 238TH ST SW oP _ POLE (TYP) XI TING #3..#--# ' ' UTILITY (TYP)RHEAD PROPOSED VERIZON VERIZON WIRELESS EXISTING 38'-4"t WOOD UTILITY Project Number: Date: ANTENNAS MOUNTED ON NEW POLE W/ LGHT TO BE REPLACED 7130028 10/08/14 82'-0' WOOD UTILITY POLE BY NEW 62'-0' WOOD UTILITY POLE I Drafter: Designer: VA SV F-1 Project Manager. Professional of Record: RKL RL C I C-1 f 22'X34' SCPLE: 1' = 40'-0• g „•X,7• SGPLE: ,• = 80'_O• SITE PLAN 11 I I EXISTING TREE LINE (TYP) I II EXISTING TREE / w Z w GRASS POSED GENERATOR — POSED UTILITY H—FRAME WORK LIGHTS S. 12'-0' 11 BU LEASE AREA I 7— i —7X\ {T PROPOSED VERIZON WIRELESS 12'-0"x27'-0' LEASE AREA WITH 5'-0' LANDSCAPE BUFFER U FFE EPROPOSED VERIZON WIRELESS 9'-0' HIGH WOOD FENCE/ NOISE BARRIER PROPOSED 7'-0" WIDE L DOUBLE SWING WOOD GATE a PROPOSED VERFLON WIRELESS— / W UTILITY EASEMENT / EXISTING PROPOSED VERIZON WIRELESS �� / p BUILDING UNDERGROUND ITTILTIY TRENCH / /' / // C I HAND TRENCH AROUND EXISTING TREE ROOTS TO PRESERVE EXISTING TREES // / EXISTING GRASS ASPHALT DRIVE (EGRESS) J / / o. II l I e — — PROPERTY UNF/ ROW SD — OP PROPOSED VERIZON WIRELESS ANTENNS J AND RRUs MOUNTED AT TOP OF NEW GV-0' REPLACEMENT WOOD UTLITY POLE 3'-0"t SS SS EXISTING 38'-4"t WOOD UTILITY POLE W/ LIGHT TO BE REPLACED BY NEW 52'-0' WOOD UTILITY POLE SS SS SS • EXISTING SPLIT —RAIL FENCE (TYP)' PROPOSED CONCRETE WHEEL CURB (FINAL LOCATION TBD O CONSTRUCTION PHASE) PROPOSED VERIZON WIRELESS B'—O' MAINTENANCE ACCESS (GRAVEL) (FINAL MATERIAL do CONFIGURATION TBD O CONSTRUCTION PHASE; PROPOSED VERIZON WIRELESS METER PROPOSED VERIZON l WIRELESS ICE BRIDGE PROPOSED VERIZON WIRELESS I GPS ANTENNA MOUNTED TO PROPOSED ICE BRIDGE POST PROPOSED VERIZON WIRELESS CONDUIT STUB —UP (TYP OF 4) SED VERIZON WIRELESS IEW MOUNTED ON ETE PAD (TYP OF 5) l� I --op- -So—so— SD SD as EXISTING ASPHALT DRIVE (INGRESS) EXISTING BUILDING w o a 0 a PROPOSED VERIZON WIRELESS 20' ACCESS EASEMENT I I EXISTING CHAIN LINK FENCE (TYP) 20'-0' PROPC SED ACCESS EASEM NT k � I I I l � EXISTING UTILITY POLE (TYP) / DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR DIYSSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. ZONING 2 1 — — 0 C 01/09/15 REVISED PER COMMENTS B 12/10/14 REVISED PER COMMENT A 11/04/14 ISSUED FOR REVIEW No. Date Revision verWnwireless nentation Team: LE. 110"NO&C"(D- WAA MORRISON HERSHFIELD 10900 NE 8TH STREET, SURE 810 BELLEVUE, WA 98004 Tel: 425A51.1301 Fax: 425A51.1389 W W W.morrlsonhershfield.com SEA HICKMAN PARK 10307 239TH ST SW EDMONDS. WA 98020 ENLARGED SITE PLAN 238TH ST SW — _ 0 '0 Project Number: 7130028 Date: 10/08/14 Drafter: Designer: G VA SV Know what's below. Call before you dig. Project Manager. RKL Professional of R RL Revision No: Sheet No: C A-1 22"x34" SCALE: x11/_ 1•-0' ENLARGED SITE PLAN 1 1 11"7' SCALE: 1/1116' 1'-0' a s a 2 D a' DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR 27'-0' 12'-0' OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE APPROVAL ALL PRIMPLEMENTED EVIOUS� OF THIS HOUT PDRAWING RIOR mAREE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND I' _. SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFlEID CORPORATION, NETHER MORRISON HERSHFELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. I OI al I 22'K34' SCALE: NOT TO SCALE SIDE VIEW OF FENCE (WEST) 5 22'X34• SCALE. NOT TO SCALE SIDE VIEW OF FENCE (EAST) 4 SCALE: NOT TO SCALE FRONT VIEW OF FENCE (SOUTH) 3 i 1'K17" SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE i2"x3V SCALE: NOT TO SCALE NOTE: PAINT ANTENNAS & ANCILLARY EQUIPMENT NON —REFLECTIVE BROWN TO MATCH POLE ZONING 2 — — 1 — — 0 — — C 01/09/15 REVISED PER COMMENTS B 12/10/14 REVISED PER COMMENT A 11/04/14 ISSUED FOR REVIEW No. Date Revision EXISTING TREE (BEYOND) EXISTING TREE (BEYOND) Client: TOP OF PROPOSED POLE PROPOSED VERIZON WIRELESS veriZonwireless AGL FLUSH —MOUNTED ANTENNAS (TYP OF 3, 1 PER SECTOR) Implementation Team: I TOP OF PROPOSED ANTENNA PROPOSED VERIZON WIRELESS _ G TMA ON ANTENNA PIPE MOUNT (TM OF 3, 1 PER SECTOR) PROPOSED VERIZON WIRELESS SUPPRESSOR OV/P)UONERING MOUNT ' `C �VV/ LE M I PROPOSED VERRON WIRELESS RRU ON RING MOUNT (TYP OF 6, STACKED) A&E Team: EXISTING PRIMARY TO BE RELOCATED TO EXISTING RELOCATED PRIMARY CROSS ARM EXISTING PRIMARY (TIP) EXISTING PRIMARY (TYP) o MORRISON HERSHFIELD TOP OF EXISTING POLE TOP OF EXISTING POLE 10900 NE BTH STREET, SURE 610 38 —4 t AGL 38 —4 t AGL BELLEVUE, WA 98004 Tel: 425A51.1301 Fax: 425A51.1369 www.morrisonhershfield.com EXISTING TRANSFORMER EXISTING RELOCATED TO BE RELOCATED TO OPPOSITE SIDE OF POLE TRANSFORMER Project Info: SEA EXISTING STREET LIGHT f HICKMAN PARK EXISTING STREET LIGHT PROPOSED VERIZON WIREL6SST 10307 238TH SIN 6"0 CONDUIT ON STANDOFFS, EDMONDS, WA 98020 BEYOND (TYP OF 4) PROPOSED 9'-0' HIGH WOOD Drawing Title: EXISTING COMM EXISTING COMM FENCE/NOISE BARRIER EXISTING 38'-4"t WOOD UTILITY POLE W/ LIGHT TO BE PROPOSED 62'-0' REPLACEMENT PROPOSED VERIZON WIRELESS �D� EXISTING AND REPLACED BY NEW 62'-0' WOOD UTILITY POLE FENCE/NOISEED13ARRI WOOD ` nUff POLE PROPOSED ELEVATIONS Project Number: Date: _ _ — L 7130028 10/08/14 EXISTING GRADE !l EXISTING GRADE Drafter: Designer: REFERENCE 0 —0 REFERENCE VA SV Project Manager. Professional of Record: RKL RL Revision No: Sheet No: C A-2 1 11"X17• EXISTING ELEVATION 2 1107" PROPOSED ELEVATION 1 SCALE: NOT TO SCALE SCALE: NOT TO SCALE DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMOiSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFELD FINISHED GRADE, OR GROUND NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. COVER MATCH SLOPE AND THICKNESS OF EXISTING TRENCH CAUTIONARY TAPE Q COMPACTED BACKFILL W/ SATISFACTORY UNDISTURBED SOIL NATIVE OR IMPORTED SOIL N -I�11 ii II. COMPACTED SAND PROPOSED CONDUIT COUNT VARIES ICE BRIDGE POST I (_. I - �_ COMPACTED SAND BED TOP OF PROPOSED FENCE 9-0- cL Y , 1= CABLE TRAY E 117I 6" MIN. ZONING TYP 3•• Top MIN 2 - - TYP 1 - NOTE: 0 MATERIALS SUCH AS SIDING CAN BE ADDED TO THE OUTSIDE OF THE BARRIER FOR AESTHETIC PURPOSES, BUT MAY NOT C 01 /09/15 REVISED PER COMMENTS BE SUBSTITUTE FOR REQUIRED LAYERS OF PLYWOOD OR SHEET METAL. 22"x34 SCALE: 3/6" = 1'-0" TYPICAL UTILITY CONDUIT TRENCH 3 B REVISED PER COMMENT 11"x17" SCALE: 3/16' = 1'-0" 2 1 0 2 12/10/14 A 11/04/14 ISSUED FOR REVIEW �. (1) LAYER 3/4" PLYWOOD OR No. Date Revision _ (1) LAYER OF 16 GAUGE SHEET METAL OR A CONTINUOUS o l • Client: MATERIAL WITH A MASS OF 2.5 —� - LB/SF OR GREATER o I 0j - PROPOSED VERIZON HIG H _ ✓ - WIRELESS WOOD FENNCE/CE/ NOISE verVO,nwireless BARRIER 0 I `PROPOSED � GONG PAD Implementation Team: 1_LAN PROPOSED RIZON OPOSED PRDUDUK :Val ��v�^� WIRELESS H-FRAME FIBER ' _ W/WORK LIGHTS & CABINET `N EQUIPMENT BEHIND SITE SAFETY BOX WOODEN FENCE BARRIER SOUND ABSORBING MATERIAL WITH MINIMUM 10 N.R.C. RATING OF 0.50. 2" THICK SOUND TECHNOLOGY Q-PANEL OR QUILTED A&E Team: FIBERGLASS ABSORBER (QFA-11) OR EQUIVALENT EXTERIOR GRADE ABSORPTION PROPOSED \\ ERICSSON \\ RBS 6101 I cV In in mn MATERIAL, APPLIED TO SIDE OF BARRIER \� OUTDOOR o FACING EQUIPMENT i O o N MORRISON HERSHFIELD U 10900 NE BTH STREET, SUITE 810 //�/ ROPOSED /y/ PRIMARY •� g BELLEVUE, WA 98004 Tel: 425.451.1301 F2x: 425A51.1369 www.morrisonhershfieb.00m MCABINEf `1 3 LE Project Info: 11 BARRIER SHALL BE CONTINUOUS. "o ALL GAPS OR JOINTS SHALL DE ROP-0SFA SEA SEALED WITH ACOUSTICAL CAULKING ��� NETEND HICKMAN PARK �( /p POWER io SIN AND \ \ ���. N EDMO S, W 9 20 EDMONDS, WA 98020 �_ c+ Drawing Title: ROPOSE BAPS \\ CABINET a PROPOSED Ln BOTTOM EQUIPMENT P LA N FRAMING PER STRUCTURAL REQUIREMENTS AND DETAILS MAXIMUM OF 1" GAP OO 'a ALLOWED FOR DRAINAGE OO I in GRADE OR CONCRETE PAD Project Number: Date: 7130028 10/08/14 =1 Drafter: Designer: 11=1 I IIIII 11— (I 1=1 I I-1 11 i I —I 11=E 11=1 11=1 11=i 11=111=1 f —1 I I; VA SV I 111—III 4=1 III I —I I —III —I! I —III —III —I I —I I ( I I I_—) I I —I I (—) I I— 6• Project Manager: Professional of Record: IIII—III—IIIIII—III—III—I —I I I —I 11 I 1-1 I I —I I-1 I I —III —I 1- ' 12,-0• RKL RL WOOD FENCE/ NOISE BARRIER Re vision Na: Sheet Na: ' I —1 I I 1 I I -III III 111 III-1 1-- I I III III I L I-� NOTE: — —III WORK LIGHTS WILL BE ON A TWIST TIMER. C A-3 22"x34" SCALE: NOT TO SCALE NOISE BARRIER FENCE SECTION 2 22"x34" SCALE: 3/6" _''-°" PROPOSED EQUIPMENT PLAN 1 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: 3/16" = 1'-0" 2 1 0 2 LANDSCAPELEGEND COMMON NAME (SCIENTIFIC NAME) TYPE TOTAL COUNT SPACING SIZE O PLANTING (HT X W ) PAGONA DOGWOOD TREE 5 6'-0" O.C. (MAX) 8'-0" H (CORNUS ALTERNIFOLIA) MOOSEBERRY SHRUB 4 6'-0" O.C. (MAX) 5'-0" H (VIBURNUM EDULE) PACIFIC WAY MYRTLE SHRUB 6 6'-0" O.C. (IAAX) 4'-0" H (MYRICA CALIFORNIA) �IIINi' GOLDEN —EYED GRASS ' GROUNDCOVER ---- FILL TO COVER 1 QT. CONTAINER ' (SISYRINCHIUM CALIFORNICUM) '�lltl� PROPOSED 5' LANDSCAPE BUFFER GENERAL PLANTING NOTES: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PEST AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER —GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF AT&T'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN. 6. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED WITH 2" MIN. OF MULCH IN ENTIRE PLANTING AREA AS SPECIFIED. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO UTILITIES. 8. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. 9. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. EXISTING GRASS —\ PROPOSED VERIZON WIRELESS 9'-0" HIGH WOOD FENCE/ NOISE BARRIER 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 11. THE OWNER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. 12. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCUMULATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 13. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. 14. STANDARDS SET FORTH IN AMERICAN ASSOCIATION OF NURSERYMEN (AAN) AS PUBLISHED BY "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION, REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING. 15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSLEY VEGETATED OR WHERE DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST APPROVAL. 16. TREES TO BE A MINIMUM OF 10'-0" IN HEIGHT AND 3" CALIPER TRUNK AT TIME OF PLANTING. DO NOT SCALE DRAWINGS. CONTRACTOR LUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MOOIFICARONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HELSHFIELD CORPORATION. NEIHEi MORRISON HEISHFELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. ZONING i EXISTING / I 2 / BUILDING— �V O C 01/09/15 REVISED PER COMMENTS I B 12/10/14 REVISED PER COMMENT EDGE OF ASPHALT (TYP) —,,_ I _ _ No. 11/04/14 SSUE�DDFOR REVIEW ASPHALT PARKING - - - - - - - - - - - - - - - EXISTING GRASS I I I wl EDGE OF a ASPHALT (TYP) a I GRASS a EXISTING TREE I LINE (TYP) EXISTING SPLIT —RAIL FENCE (TYP) EXISTING TREE (TYP) I �: / EXISTING BUILDING ' ua, AIA14 w o. a verr Of wireless EXISTING CHAIN I LE. LINK FENCE (TIP) � =yE f GRASS 9` y LI Tt N I' . I EXISTING `- — — BUILDING I I I GRASS AY\\ EASEMENT I I ss � 7— 4 mdi MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425A51.1369 www.morrlsonhershfiela.com SEA HICKMAN PARK 10307 238TH ST SW EDMONDS. WA 98020 LANDSCAPE PLANS 7130028 10/08/14 Drafter: VA Designer: SV Project Manager: RKL Professional of Record: RL Revision No: Sheet No: I 22x34 SCALE: 1/4" = 1'—" 11"x17" SCALE: 1/8' 0= 1'-0 4 3 2 V 0 4' ENLARGED LANDSCAPE PLAN 1 2 1 11"x17" SCALE: = 40'-0" 2 0' LANDSCAPE PLAN 11 • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE 2 STRAND TRISTED 12 GAUGE GAL WIRE ENCASE�D IN 1" DIA. RUBBER HOSE W-0" "BVC" TM TREATED PINE STAKES DRIVEN TO REFUSAL INTO UNDISTURBED SUBSOIL MIN. 24" DEPTH STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT FORM SPECIFIED PLANTING MIX WATER h TAMP TO REMOVE AIR POCKETS 2' BALL DIAMETER MULCH To 22"x34" SCALE: NOT TO SCALE TREE PLANTING I 4 111 x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 122"x34" SCALEI NOT TO SCALE 22"X* SCALE: NOT TO SCALE 11,07" SCALE: NOT TO SCALE NOT USED I 2 11"x17" SCALE: NOT TO SCALE DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR ONSSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHAD. BE 111PLEMENTED WITHOUT PRIOR WRITTEN APPROYPL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REVAW THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF TARS PROJECT. PRUNE SHRUBS ONLY AS NECESSARY TO ACHIEVE A UNIFORM MASS REMOVE ANY CONTAINER OTHER THAN BURLAP 3" MULCH LAYER I ZONING 2 - - '—I ROOTBALLS GREATER THAN 2' IN DIAMETER —I ( I I —I I I (- BUILD 4" CONTINUOUS 0 — — SHALL SR ON MOUND OF UNDISTURBED III III I' I SAUCE ROUND THE PLANT SOIL TO PREVENT SETTLING. ROOTBALLS H C 01/09/15 REVISED PER COMMENTS LESS THAN 2' MAY SIT ON COMPACTED SOIL. DIAMETER OF HOLE FOR BALLS 2' FILL MATERIAL TO CONSIST do GREATER SHALL BE 2' LARGER THAN OF PREPARED PLANTING SOIL B 12/10/14 REVISED PER COMMENT DIAMETER OF BALL. DIAMETER OF HOLE FOR BALLS UP TO 2' SHALL BE TWICE A 11/04/14 ISSUED FOR REVIEW THE BALL DIAMETER. No. Date Revision EQUAL SPACING AS INDICATED ON SCHEDULE 3" THICK LAYER EQ. E0. OF MULCH, TYP. T�j I y� I II y FINISHED GRADE— 1 / �/ SHRUBSCAPE DETAILS 11 Verrzonwireless ESTABLISH FINISH GRADE SUCH THAT THE TOP OF MULCH IS 1" BELOW SURFACE OF WALK EXCAVATE 12" MIN. do BACK —FILL W/ PREPARED PLANTING SOIL GROUNDCOVER DETAIL F1 m� MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425A51.1301 Fax: 425A51.1369 WWW.mordi Ioihershfiela.com Project Info: SEA HICKMAN PARK 10307 238TH ST SW EDMONDS, WA 98020 Drawing Title: LANDSCAPE DETAILS 7130028 10/08/14 Drafter. Designer: VA SV Project Manager. Professional of RI RKL RL Revision No: Sheet No: C L-2 SEA HICKMAN PARK - View 1 10307 238TH ST SW EDMONDS, WA 98020 14 z LOOKIHG 0 Vic, i N* 1p _. Before Installation RECEIVED - _ - T• DEVELOPMENT SERVICES COUNTER After Installation , SEA HICKMAN PARK - View 2 10307 238TH ST SW EDMONDS, WA 98020 .. �� �'Vi�. r. dam., • • -� � `i f 11� i V`' ti � � ,�� ► "� may.. �` - � • 71 to Before Installation ,. ♦ g I After Installation SEA HICKMAN PARK - View 2 10307 238TH ST SW EDMONDS, WA 98020 - IT 1©3#07 238th St SW„ E-�tlmY on, d— „ VVA 98020 USA - 17 m NORTH '* Z7 b 4 C pc31c. 1 �.7� of c V r acoustics laoua • Bud • MAler•Klein September 30, 2014 Curtis Miller Project Manager Morrison Hershfield 10900 NE 8th Street, Suite 810 Bellevue WA 98004 Re: Acoustical Report — Verizon SEA Hickman Park Site: 10737 238th Street SW, Edmonds, WA 98020 Dear Curtis, RECEIVE JAN 2 7 2015 DEVELOPMENT SERVICES COUNTER The following report presents a noise study for the proposed Verizon Wireless telecommunications facility at 10737 238th Street SW in, Edmonds, WA. This noise study extends from the proposed equipment to the nearest properties. The purpose of this report is to document the existing conditions and the impacts of the acoustical changes due to the proposed equipment. This report contains data on the existing and predicted noise environments, impact criteria and an evaluation of the predicted sound levels as they relate to the criteria. Ambient Conditions Existing ambient sound levels of the site were measured on June 27, 2014 with a Svantek 971 sound level meter. Measurements were conducted as close to the proposed location as possible. The average ambient noise level was 55 dBA primarily due to local traffic noise. The weather during the measurements was clear with dry roads. Code Requirements The site is located within the City of Edmonds Zoning jurisdiction on property with an RS-8 residential zoning. The nearest receiving properties are all zoned residential. The proposed new equipment consists of equipment support cabinets and an emergency generator. The equipment support cabinets are expected to run 24 hours a day. The generator will run once a week during daytime hours for maintenance and testing purposes only. Under City of Edmonds Municipal Code Section 5.30.040 Maximum permissible sound levels, noise from a residential property is limited as follows: Residential Receiver: Noise is limited to 55 dBA during daytime hours. During nighttime, defined as the hours between 10 p.m. and 7 a.m. on weekdays and between 10 p.m. and 9 a.m. on weekends, maximum sound levels are reduced by 10 dBA for where the receiving property lies within a residential district. 222 Etruria Street, Ste 100, Seattle, Washington 98109 t.206.839.0819 f.206.839.0824 Verizon Wireless SEA Hickman Park Since the support cabinets are expected to operate 24 hours a day, they must meet the 45 dBA nighttime limit. Additionally, the code allows that during any one -hour period, the maximum permissible noise level may be exceeded by 5 dBA for a 15 minute period. Therefore, the generator must not exceed 60 dBA when running during daytime hours for maintenance testing. The generator is exempt during emergency operation. Predicted Equipment Sound Levels 24-Hour Operation Equipment The following table presents a summary of the equipment and their associated noise levels: Table 1 Equipment Noise Levels 611^1 Ericsson RBS 6101 LTE .c 63 dBA @ 3.3 ft 1 a® - 0 63 Emerson HPRE 71 dBA @ 5 ft 1 71 Emerson EPRE 67 dBA @ 5 ft 1 67 Dudlik MWE-802830 50 dBA @ 5 ft 1 50 Lucent Modcell 4.013 55 dBA @ 5 ft 1 55 Total dBA All cabinets combined 72 To predict equipment noise levels at the receiving properties, this survey used the methods established by AHRI Standard 275-2010 and ASHRAE 2011 HVAC Applications Handbook. Application factors such as location, height, and reflective surfaces are accounted for in predicting the sound level at the nearest receivers. The equipment will be located at grade and surrounded by a 9'-0" tall wooden fence. The nearest receiving properties are approximately 30 feet east and 45 feet west of the equipment location. The fence will act as a noise barrier. In order for the barrier to provide the noise reduction required for the equipment to meet code, it must have the following materials: o Construct the noise barrier with a solid material that has a surface mass of at least 2.5 Ibs/sq ft. The following are common barrier materials that meet this requirement: 0 3/4-inch exterior grade plywood 0 16-gauge sheet metal o 1/z" Fiber Cement board (HardiPanel or HardiBacker Vertical Siding o The access door should be constructed of the same material. o Install sound absorbing material (NRC 0.8) on the inside of the barrier walls between 6" to 8'-6" above grade. Recommended products for this application include minimum 1" thick F-Sorb, 1" Thick Stratocell Whisper or Soundseal QFA-11. These products are available from Forrest Sound, contact Doug Bixel (425) 646-9703. eriizon Wireless SEA Hickman Farb The predicted sound level at the nearest receiving properties is presented in the table below: Table 2 Application Factors and Predicted Noise Levels Proposed Equipment Cabinets Sound Pressure Level at 5 ft (dBA), Lp1 72 72 1 2 Noise Barrier Reduction -10 -10 Distance Factor (DF) -15 -19 3 Inverse -Square Law Free Field): DF = 20*lo d1/d2 30 ft 45 ft 4 New Equipment Sound Pressure Level at Receiver, Lpr 52 49 (Add lines 1 - 3) As shown in Table 2, the sound level from the proposed equipment cabinets will meet the 45 dBA nighttime noise code limit at the nearest receiving properties. Emergency Equipment The proposed equipment includes one Onside Energy MTU 30 kW Diesel Generator with a sound enclosure. According to manufacturer, the generator will produce a sound level of 65 dBA at 23 feet with a Level 2 sound enclosure. The nearest receiving properties are approximately 30 feet east and 45 feet west of the equipment location. The predicted sound level is shown in the table below. Noise reduction from the proposed barrier has been included in the calculations: Table 3 Application Factors and Predicted Noise Levels Proposed Emergency Generator gee Sound Pressure Level at 23 ft (dBA), Lp1 65 65 1 2 Noise Barrier Reduction -15 -15 Distance Factor (DF) -2 -6 3 Inverse -Square Law Free Field): DF = 20*lo d1/d2 30 ft 45 ft New Equipment Sound Pressure Level at Receiver, Lpr 50 44 4 Add lines 1 and 2 As shown in Table 3, the sound pressure level from the proposed emergency generator will meet the 60 dBA noise code limit when test cycled during daytime hours. Please contact us if you have any questions or require further information. Sincerely, SSA Acoustics, LLP Alan Burt, P.E. ASSOCIATE PARTNER NON -IONIZING ELECTROMAGNETIC EXPOSURE ANALYSIS ENGINEERING CERTIFICATION FOR {DECEIVED JAN 27 2115 - OEVELO OICES COUNTER VerfZOnwireless PROJECT: NEW ANTENNA INSTALLATION SITE NAME: SEA HICKMAN PARK SITE ADDRESS: 10307 238TH STREET SW EDMONDS, WA 98020 DATE: October 20, 2014 PREPARED BY: Ir 0 MORRISON HERSHFIELD 10900 NE 8t" Street, Suite 810 Bellevue, WA 98004 425-451-1301 -2- Verizon Wireless Site SEA Hickman Park WIN Morrison Hershfield has been retained by Verizon Wireless to evaluate the proposed Verizon Wireless telecommunications site as described below. Evaluation is for compliance with current Federal Communications Commission (FCC) and local rules regarding public exposure to radiofrequency (RF) electromagnetic fields (EMFs). The proposed Verizon Wireless project consists of a new WCF (Wireless Communications Facility) to be located at 10307 238" Street SW, Edmonds, WA 98020; Property parcel number 27033600301900. The planned installation will include the addition of new antennas as described below. These antennas will be mounted to a replacement wood pole at worst condition, 59.0' AGL to the centerline of the antennas. All antennas face outward and point directionally away. Therefore it is unlikely that anyone other than authorized RF workers could approach near enough to any of the transmit antennas to cause that person's RF exposure to exceed FCC limits. It is expected that RF exposure conditions near ground level at the site, and at all adjacent properties, due to the contributions from all transmitting antennas will be well below the FCC public exposure limit. Type of Service: Cellular CDMA, PCS, LTE, AWS. Antennas: Sector Azimuth Height Description Alpha: 350 59' 1 Quintel QS6658-2 antenna Beta: 110 59' 1 Quintel QS6658-2 antenna Gamma: 230 59, 1 Quintel QS6658-2 antenna Verizon Wireless Site SEA Hickman ParkIr I � 19 Calculations for RF power densities near ground level are based on the "Evaluating Compliance with FCC Guidelines for Human Exposure to Radio Frequency Electromagnetic Fields, OET Bulletin 65" Edition 97-01, August 1997; issued by the Federal Communications Commission Office of Engineering & Technology. Compliance is determined by comparing RF field predictions with the general population/uncontrolled environment (i.e., "Public") Maximum Permissible Exposure limits (MPEs) allowed by the FCC rules, as specified in CFR 47 §1.1310. The following formula has been used to calculate the power densities at specific locations: Where: S = power density (mW/cm2) ERP = power in watts R = distance to the center of the radiation antenna (ft) Formula is based on Equation 9 on page 21 of OET Bulletin 65. It includes the effect of ground reflections. The Effective Radiated Power (ERP) depends on the vertical antenna pattern. All proposed transmit antennas are highly directional and project the majority of the transmitted RF energy horizontally and well above all nearby accessible areas. The following theoretical calculations predict the peak exposure condition for a six-foot person standing at the nearest approach to the transmit antennas. A six-foot tall person standing on ground level near the base of the antenna support or building would be at least approximately 53 feet below all of the proposed transmit antennas. Verizon Wireless Site SEA Hickman Park -5- COftTRYISI•` • • • • . ENVIRONMENT Based on information provided by Verizon Wireless RF Engineers, the maximum ERP from any sector of the proposed Verizon Wireless facility will be less than or equal to 8000 watts with all channels activated. Thus the worst -case downward ERP is 80 watt (i.e., 1/100th of 100 watts) from the facility. By use of the power density formula previously described, with input values 80 watt downwards ERP, and a distance of 53 feet, the worst -case calculated power density at head height from the Verizon Wireless facility to a six-foot person standing at ground level is 0.0102528 mW/cm2. Verizon Wireless antennas will transmit and/or receive at different MHz frequency bands worst case being the LTE at 700 MHz. The Public MPE limit for the LTE frequency transmitted by this facility is 0.467 mW/cm2. The worst -case calculated exposure condition resulting from the Verizon Wireless facility is the power density divided by the Public MPE limit = 2.19702% of the Public MPE limit. This worst -case calculated exposure level is well below the 100% FCC limit. The actual exposure conditions are likely to be many times less than this worst -case value and all ground level areas are expected to have exposure conditions less than the calculated Public MPE due to the proposed Verizon Wireless facility. The following are examples of wireless carriers providing service to the local area: ESMR 851-866 Mhz Nextel Cellular 869-894 Mhz AT&T PCs >1800 Mhz Sprint, T-Mobile, CONTRIBUTION OF OTHER EXISTING CARRIERS TO RF EAPOS]IR—t ENVIRONMENT To the best of our knowledge and information, there will be no other carriers collocated on this structure at this time. Verizon Wireless Site SEA Hickman ParkIP I I 1Z The general population/uncontrolled exposure near this facility, including persons at ground level, surrounding properties, inside and on existing structures will have RF exposure much lower than the "worst case" scenario, which is a small fraction of the MPE limit. Only, trained personnel will be allowed to access the Verizon Wireless antennas and equipment for maintenance operations. It shall be the responsibility of Verizon Wireless and/or its contractors to provide adequate occupational training making employees fully aware of the potential for RF exposure, and to exercise control over their exposure that is within their occupational/controlled limits. The FCC has determined that at sites where multiple wireless facilities are co -located, the responsibility for site -wide RF safety compliance is the shared responsibility of all licensees whose facilities produce exposure conditions greater than 5% of the applicable MPE exposure limit. Thus a new applicant is responsible for compliance (or submitting an environmental assessment) at a multiple -facility site only if the proposed facility, when considered alone, would produce exposure conditions in excess of 5% of the MPEs. Wireless facilities that produce less than 5% of the applicable MPE exposure limit at accessible locations are considered to be exempt from further study. As demonstrated in this report by worst -case exposure calculations, the proposed Verizon Wireless facility is not in a multi -facility environment. Therefore, pursuant to the Commission's rules no further calculations, measurements or other RF studies are required, and the proposed Verizon Wireless facility is presumed to be in compliance with the FCC's RF exposure rules. Because the proposed Verizon Wireless facility is in compliance with federal rules, it is also in compliance with local regulations concerning RF exposure. The following is the complete text of 47 U.S.C. § 332(c)(7)(B)(iv): "No State or local government or instrumentality thereof may regulate the placement, construction, or modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions. 11111 Verizon Wireless Site SEA Hickman Park 1P, I - : 7- CONCLUSIONS 0 Based on these calculations, the proposed WCF will comply with current FCC and local rules and guidelines regarding human exposure to radio frequency electromagnetic fields. This conclusion is based solely on the comparison of predicted RF conditions in specific areas with the corresponding safe exposure limits set forth in the FCC rules. The FCC exposure limits are based on recommendations by federal and private entities with the appropriate expertise in human safety issues. To avoid any misunderstanding, I hereby state that, to the best of my knowledge, belief and professional judgment, this report represents an accurate appraisal of exposure to RF EM fields based upon careful evaluation to the extent reasonably possible. Respectfully Submitted For the Firm, Gov WASry, A� 4 • ;p p 47 23 7 r . �s Lance Cooke, PE Morrison Hershfield Corp. Verizon Wireless Site SEA Hickman Park