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Q, Royal Hills Apartments zon PROJECT NAME: SEA CLASSICS PROJECT LOCATION: 2003 MAPLE VALLEY HWY RENTON, WA 98055 PROJECT INFORMATION JURISDICTION: CITY OF RENTON LATITUDE 47'28'45.81 "N ZONING CLASS: COP 47.479393' (COMMERCIAL OFFICE RESIDENTIAL) LONGITUDE 122*11'27.26"W PARCEL NUMBER: 172305-9103—122.190905' oint FRS: SEC 17, TWN 23N, RING 5E GROUND ELEVATION: 55.7' AMSL PARCEL SIZE: 1.87 ACRES STRUCTURE HEIGHT: 28'-10" (TOP OF PARAPET) s' HIGHEST APPURTENANCE: 35'-10" (TOP OF SCREEN I pa SCOPE OF WORK VERIZON WIRELESS PROPOSE TO INSTALL A WIRELESS FACILITY WITH THE FOLLOWING SCOPE OF WORK: • ADD (1) 9'-6"x17'-6" FENCED LEASE AREA • ADD (1) 4'-0"x10'-0" CONCRETE EQUIPMENT PAD • ADD (3) EQUIPMENT CABINETS TO PROPOSED CONCRETE PAD Lei ADD (1) 6'-0" H—FRAME obi ADD (1) GEN PLUG TO PROPOSED H—FRAME • ADD (1) TELCO CABINET TO PROPOSED H—FRAME ourADD (1) 200A 120/24OV-1P POWER METER WITH DISCONNECT TO PROPOSED H—FRAME in ADD (1) OUTDOOR RATED 30—POSITION ILC TO PROPOSED H—FRAME • ADD (1) ICE —BRIDGE . ADD (2) 6x12 HYBRID CABLES • ADD (1) VERTICAL CABLE TRAY TO EXISTING BUILDING • ADD (1) PVC SLEEPER MOUNTED CABLE TRAY ON EXISTING ROOFTOP • ADD (2) 5'-0"x8'-0" (10'-3" TALL) SCREEN WALLS TO EXISTING ROOFTOP • ADD (4) PANEL ANTENNAS TO PROPOSED SCREEN WALL • ADD (2) 850/700 RRU'S (RRUS4449 B5/B13) TO PROPOSED SCREEN WALL • ADD (2) PCS/AWS RRU'S (RRUS8843 B2/B66) TO PROPOSED SCREEN WALL • ADD (2) 6—PORT RAYCAP SPLITTER/SURGE SUPPRESSORS TO PROPOSED SCREEN WALL rBa . ADD (1) RACK MOUNTED 12—PORT RAYCAP SPLITTER/SURGE SUPPRESSOR TO PROPOSED CABINET LEGAL DESCRIPTION POR OF SE 17-23-05 BEING KNOWN AS REV LEGAL DESC OF EXHIBIT D OF BOUNDARY LINE AGREEMENT REC #20090112001505 APPROVED BY CITY OF RENTON DAVID CHRISTENSEN DATED 01-22-09 SEE SURVEY 20090112900011 DRIVING DIRECTIONS (FROM BELLEVUE, WA) • HEADING WEST ON 1-90 W, USE THE RIGHT TWO LANES TO TAKE EXIT 10 FOR INTERSTATE 405 S TOWARD RENTON. • MERGE ONTO 1-405 S. • TAKE EXIST 4 FOR WA-900 W TOWARD WA-169 S/RENTON/ENUMCLAW. • MERGE ONTO WA-900/SUNSET BLVD N. • USE THE LEFT TWO LANES TO TURN LEFT ONTO WA-169 S. • SITE WILL BE LOCATED ON THE RIGHT. APPROVALS TITLE SIGNATURE DATE REPRESENTATIVE RE ENGINEER PROPERTY OWNER CONTACTS PROPERTY OWNER: CEDAR PLACE OFFICE BUILDING APPLICANT: MIKE CUNNINGHAM 2003 MAPLE VALLEY HWY VERIZON WIRELESS RENTON, WA 98055 3245 158TH AVE SE, MS 231 BELLEVUE, WA 98009 PHONE: (713) 201-7503 PROFESSIONAL OF RECORD, BERT WHITE APPLICANT AGENT, NICK KERSWILL LYNX CONSULTING, INC ACTUALIZE 17311 135TH AVE NE, SUITE A-100 3020 ISSAQUAH PINE LAKE RD SE WOODINVILLE, WA 98072 #538 PHONE: (253) 230-2335 SAMMAMISH, WA 98075 bwhite®Iynxconsulting.org PHONE: (425) 443-1055 nicki@actuclize—llc.com PERMITTING CONTACT, BRENT SULLEN ACTUALIZE 3020 ISSAQUAH PINE LAKE RD SE #538 SAMMAMISH, WA 98075 PHONE: (425) 429-4287 brent@actualize—Ilc.com 2 SHEET T-1 N-1 C-1 C-2 C-3 C-4 A-1 A-2 A-3 A-4 RF-1 RF-2 LIST OF DRAWINGS DESCRIPTION COVER SHEET GENERAL NOTES TOPOGRAPHIC SURVEY AND EXISTING CONDITIONS MAP TOPOGRAPHIC SURVEY AND EXISTING CONDITIONS MAP PROPOSED SITE PLAN PROPOSED ENLARGED SITE PLAN EXISTING ROOFTOP PLAN PROPOSED ROOFTOP PLAN EXISTING AND PROPOSED EQUIPMENT PLAN EXISTING AND PROPOSED ELEVATIONS PROPOSED ANTENNA CONFIGURATION PROPOSED IT DIAGRAM CODE COMPLIANCE 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: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FIRE CODE (IFC) 2017 NATIONAL ELECTRIC CODE (NFPA 70) ANSI/TIA-222—H (REVISION H) verizon IMPLEMENTATION TEAM/CLIENT: Actualize use quake if wappm ENGINEERING: REV DATE I DESCRIPTION -1 8/04/20 UPDATED PER 1A AND FCD'S ISSUED PCD'S ISSUED FOR REVIEW T I 4/22/20 I REVISED PER COMMENTS 1 1 4/17/20 PZD'S ISSUED FOR REVIEW PROJECT: SEA CLASSICS 2003 MAPLE VALLEY HWY RENTON, WA 98055 COVER SHEET PROJECT NUMBER: DATE: — 4/13/20 DRAFTER: PROFESSIONAL OF RECORD DEW DEW REVISION NO: SHEET N0: 4 I T GENERAL NOTES CONCRETE NOTES `IHHI 1. THESE DOCUMENTS ARE FOR THE DESIGN OF AN UNMANNED TELECOMMUNICATIONS FACILITY. THE FACILITY SHALL BE 21. ALL ITEMS NOT LISTED AS "EXISTING" OR "PROVIDED BY OTHERS" ARE TO BE SUPPLIED AND INSTALLED BY THE 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. THE CONTRACTOR. FACILITY WILL NOT BE OPEN TO THE PUBLIC AND SHALL HAVE RESTRICTED ACCESS TO THE WIRELESS CARRIER'S 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH PERSONNEL AND SERVICE EQUIPMENT. 22. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. CHAPTER 19 OF THE IBC 2012, STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS verizon FOLLOWS. 2. THE WIRELESS CARRIER CERTIFIES THAT THIS TELECOMMUNICATIONS FACILITY WILL BE SERVICED ONLY BY THE CARRIER'S 23. WHERE EXISTING MATERIALS ARE RE -USED, THE CONTRACTOR SHALL ENSURE THAT ALL OF THE EXISTING MATERIALS ARE EMPLOYEES AND THEIR SUB -CONTRACTORS, FOR INSPECTION AND REPAIR PURPOSES ONLY. FREE FROM DEFECTS OR HAVE BEEN REPAIRED TO LIKE NEW CONDITION. TYPE OF CONSTRUCTION 28 DAY STRENGTH W/C RATIO MINIMUM CEMENT (fo) CONTENT PER 3. ON AVERAGE THE WIRELESS CARRIER'S EMPLOYEES OR SUB -CONTRACTORS (TYPICALLY ONE PERSON) WILL VISIT THE 24. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR CUBIC YARD IMPLEMENTATION TEAM/CLIENT: WIRELESS FACILITY TWO TIMES PER MONTH FOR A DURATION OF APPROXIMATELY ONE HOUR. OR REPLACE AT THEIR EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN ONE YEAR AFTER FINAL ACCEPTANCE OF THE ENTIRE PROJECT OR A PREDETERMINED PERIOD OF TIME (AS NEGOTIATED WITH SLAB ON GRADE 3,000 PSI `- 0.45 5 1/2 SACKS 4. THIS FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO ADA ACCESS IS REQUIRED). THE PROPERTY OWNER AND WIRELESS CARRIER), WHICHEVER IS GREATER. TOPPING SLABS CONCRETE PIERS 5. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONDITION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DAMAGE TO THE 6. NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS FACILITY. BUILDING SITE OR ANY ADJACENT STRUCTURES. THE PROPERTY OWNER SHALL BE SOLE AND FINAL JUDGE AS TO THE ALL STRUCTURAL CONCRETE 4,000 PSI `- 0.45 6 1/2 SACKS Actualize QUALITY OF THE REPAIRED CONSTRUCTION. ANY REPAIRS OR MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT CONCRETE WALLS 4,000 PSI `- 0.45 6 1/2 SACKS 7. NO WASTE WATER WILL BE GENERATED FROM THIS FACILITY. THE EXPENSE OF THE CONTRACTOR. CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.Q. ux quake if happen 8. NO SOLID WASTE WILL BE GENERATED FROM THIS FACILITY. 26. THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY OTHERS. LYNX CONSULTING INC. CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND 9. WORK SHALL COMPLY WITH ALL APPLICABLE STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS. ALL CONDITIONS AS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. THE CONTRACTOR AND SUB -CONTRACTORS SHALL PROCEDURES OF CONCRETE PLACEMENT. ENGINEERING: NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF THE PROJECT. THE PAID FOR BY THE CONTRACTOR. CONTRACTOR AND SUB -CONTRACTORS SHALL REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ENGINEER PRIOR TO 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED CONSTRUCTION. WITH AN AIR -ENTRAINMENT AGENT CONFORMING TO ASTM C260, C494, C989, AND C1017, 10. WORK SHALL COMPLY WITH ALL MANUFACTURER'S RECOMMENDED SPECIFICATIONS. THE CONTRACTOR SHALL FOLLOW TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE IBC 2012. SPECIFICATIONS SHOWN IN THESE DOCUMENTS, ONLY WHEN THOSE SPECIFICATIONS ARE MORE STRINGENT THAN THE 27. THE CONTRACTOR SHALL CALL FOR UTILITY LOCATES, VERIFY LOCATIONS AND MARK ALL BURIED UTILITIES PRIOR TO MANUFACTURER'S. PERFORMING ANY EXCAVATIONS OR GRADING ACTIVITIES. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 11. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN 28. DO NOT SCALE THESE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE 60 f =60 000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHAD BE GRADE 40, fy-40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS LYN Xx THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS OTHERWISE CENTERLINE OF ELEMENTS, UNLESS OTHERWISE NOTED. CRITICAL DIMENSIONS SHALL BE VERIFIED AND THE ENGINEER TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM NOTED. SHALL BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY. A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED AS A MINIMUM 29. LYNX CONSULTING INC. HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE ACCEPTABLE MEANS OF CONSTRUCTION. HOWEVER, THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, PRESENCE OF HAZARDOUS MATERIALS, INCLUDING, BUT NO LIMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE PROJECT. LYNX CONSULTING INC. DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, REMOVAL, OR ANY WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED BE SUSPENDED AND THE PROPERTY OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. UNTIL INSTRUCTED BY THE PROPERTY OWNER IN WRITING. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH LE. BOLT BAR LENGTHS THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED 30. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING IN THE BID/PROPOSAL. THESE DOCUMENTS) ARE MEANT TO SERVE AS A GUIDE AND ALL ITEMS REASONABLY INFERRED CONDITIONS, DIMENSIONS, AND UTILITIES ON SITE PRIOR TO THE COMMENCEMENT OF WORK. ALL DISCREPANCIES SHALL BE DEEMED TO BE INCLUDED. BETWEEN THESE DOCUMENTS AND THE EXISTING ONSITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-165. 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, T� �Q {j1v� 1 W A S F r �I ENGINEER'S ATTENTION. NO CLAIM FOR ADDITIONAL COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY 13. SEE THE STRUCTURAL ANALYSIS BY OTHERS UNDER SEPARATE COVER FOR APPLICABLE CODE REFERENCES AND AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, WILL BE ACCEPTED OR PAID. PROPOSED DESIGN LOADS. fy-60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS 31. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL, SPECIFICALLY DO DETAILED OR APPROVED BY THE ENGINEER. 14. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (STAMPED AND SIGNED) PROVIDED ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK. BY OTHERS UNDER SEPARATE COVER. 32. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, 15. THE CONTRACTOR, PRIOR TO INSTALLATION OF ANTENNAS, EQUIPMENT, AND/OR COAX CABLES, SHALL REVIEW THE ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS AND THAT ALL REQUIRED CLEARANCES FOR THE INSTALLATION AND APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN THE CERTIFIED MAINTENANCE ARE MET. IN THE CASE OF ANY CONFLICTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. THE STRUCTURAL ANALYSIS. ENGINEERTO MAKETION. MINOR MODIFICATIONS IN THE DESIGN OF THE FACILITY WITHOUT THE CONTRACTOR GETTING ADDITIONAL RIGHT 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED 3" SURFACES, EARTH FACE FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2" � 51134 W� O �i ��Gj81'$R� SSIONAL 16. THESE DESIGN DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1-1/2" OF ANY KIND BETWEEN THE ENGINEER AND THE CONTRACTOR. 33. IF THE CONTRACTOR OR SUB -CONTRACTORS FIND IT NECESSARY TO DEVIATE FROM THE ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ENGINEER WITH COPIES 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE OF THE PROPOSED CHANGES FOR THEIR APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION, THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE SLABS AND WALLS (INTERIOR FACE) 3/4" REV DATE DESCRIPTION SITE AND ANY SURROUNDING AREA TO BETTER THAN EXISTING CONDITION. BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOPE BRICKS. SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM 18. THE CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BUILDING AUTHORITIES DURING EXECUTION OF THE WORK. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. BREAKAGE, COLLAPSE, ETC., ACCORDING TO APPLICABLE CODES, STANDARDS AND BEST CONSTRUCTION PRACTICES. 13. NON -SHRINKING GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL - - - 19. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL SITE CONDITIONS AND INSTALLATIONS. BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON 20. WHERE NEW PAVING, CONCRETE SIDEWALKS, OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH WHICH IT IS PLACED (3,000 PSI MINIMUM). - - THE EXISTING SLOPE AND ELEVATION AS TO MAINTAIN A SMOOTH TRANSITION. 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. 'I 8/04/20 UPDATED PER 1A AND FCD'S ISSUED SPECIAL INSPECTIONS STRUCTURAL STEEL NOTES LEGEND 6/10/20 PCD'S ISSUED FOR REVIEW RECOMMENDED TESTING AGENCY: PHONE: (_) (A WABO-CERTIFIED SPECIAL INSPECTION AGENCY IS REQUIRED) 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. L4 /22 /20 REVISED PER COMMENTS THE OWNER, OR THE OWNER'S AGENT, IS REQUIRED TO HIRE AN INDEPENDENT TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON A.I.S.I "SPECIFICATION SHEET NUMBER SHEET NUMBER 1 4 17 20 / / PZD'S ISSUED FOR REVIEW FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. PROJECT: THE INDEPENDENT AGENCY HIRED TO PERFORM THE DUTIES OF SPECIAL INSPECTION IS REQUIRED TO BE A REGISTERED AGENCY WITH SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2012 CHAPTER 22, BY A QUALIFIED TESTING AGENCY L WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WARD), UNDER THE SPECIAL INSPECTION REGISTRATION PROGRAM (SIRP) STANDARD DESIGNATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS A-2 _ _ A-2 NO. 1701 OR MOST CURRENT ADOPTED SPECIAL INSPECTION STANDARD PUBLISHED BY WABO. AND TEST RESULTS. 2 2 SPECIAL INSPECTOR MUST BE CONTACTED IN ADVANCE OF ANY WORK NOTED BELOW. IT IS THE RESPONSIBILITY OF THE OWNER OR 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: I� SEA OWNER'S DESIGNEE TO NOTIFY THE SPECIAL INSPECTION AGENCY AND SCHEDULE A BUILDING INSPECTION IN A TIMELY MANNER. COPIES OF ALL INSPECTION REPORTS MUST BE POSTED ON SITE AND SUMMARY LETTERS SUBMITTED TO THE BUILDING INSPECTION TYPE OF MEMBER DETAIL NUMBER DETAIL NUMBER CLASSICS SUPERVISOR. UNRESOLVED NON-CONFORMANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE MUNICIPALITY'S INSPECTOR. REQUIRED SPECIAL INSPECTIONS 2015 INTERNATIONAL BUILDING CODE; SECTIONS 1701, 1704, & 1705 WIDE FLANGE SHAPE S ASTM A992, fy 50 KSI OTHER SHAPES, PLATES AND RODS ASTM A36, f 36 KSI PIPE COLUMNS ASTM A53, fy 35 KSI 2003 MAPLE VALLEY HWY RENTON, WA 98055 ❑ STRUCTURAL STEEL (1705.2; AISC 360) ❑ SPRAYED FIRE -REST MATERIALS (1705.3) ❑ STEEL - OTHER THAN STRUCTURAL STEEL (1705.2.2) ❑ INTUMESCENT FIRE -RESIST CTGS (1705.14) STRUCTURAL TUBING ASTM A500, fy 46 KSI ANCHOR BOLTS ASTM A307 CONNECTION BOLTS ASTM A325 LARGE SCALE DETAIL SECTION DETAIL SHEET TITLE: ❑ STRUCTURAL CONCRETE (1705.3) ❑ EIFS (1705.15) 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00. ❑ REINF. STEEL/PRESTRESSING TENDONS (1705.3) ❑ POST -INSTALLED ANCHORS (1705.3; AISC 315: D.9.2) 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL El SHOTCRETE ( 1705.3; 1910) ❑ SMOKE CONTROL (1705.17) BE USED. WELDING OF GRADE 60 REINFORCING BARS REQUIRED) SHALL PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING CING BARS (IF REQUIRED) SHALL BE PERFORMED GENERAL NOTES ❑ STRUCTURAL MASONRY (1075.4) ❑ STRUCTURAL STEEL (SFRS 1705.11.1; AISC 314) USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. TMS 402/ACI 530/ASCE 5; ❑ STRUCTURAL WOOD (SFRS 1705.11.2) 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE AND GAGE SHOWN ON THE PLANS. TMS 602/ACI 530.1/ASCE 6 El COLD FORMED STEEL FRAMING (SFRS 1705.11.2) PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". O ❑ HIGH LOAD DIAPHRAGMS (WOOD 1705.5.1) ❑ ACCESS FLOORS (SFRS 1705.11.5.1) El GRADING, EXCAVATION, AND FILLING (SOILS 1705.6) El STORAGE RACKS (SFRS 1705.11.7) El DRIVEN DEEP FOUNDATIONS (1705.7) El. ARCHITECTURAL COMPONENTS (SFRS 1705.11.5) 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIAMETER) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8, NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIAMETER ASTM A307 BOLTS UNLESS NOTED OTHERWISE O PROJECT NUMBER: DATE: 4/13/20 DRAFTER: DEW PROFESSIONAL OF RECORD DEW ❑ CAST -IN -PLACE DEEP FOUNDATIONS (1705.8) ❑ MECH. AND ELEC. COMPONENTS (SFRS 1705.11.6) 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. O REVISION NO: SHEET No: ❑ INSTALLATION OF PRECAST ELEMENTS (1705.3) ❑ SEISMIC ISOLATION SYSTEMS (SFRS 1705.11.8) El OTHER -------------------------- 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED Call Before You Dig 4 I V - EQUAL. C 'LiyAC F � O!�EXISTING OVERHEAD POWER LINE lYP 'Sicy� \ , \ , 'yG ; ` EXISTING WOOD %�- ��\� UTILITY POLE TYP EXISTING �•r`` EASEMENTY TT\ \ \ EX�Sj\NO �R77- \ c\ \ \EXISTING \ TREE TYP \ \ \ ROA \ FRS\ \ I \ \ 2Yx34' SCALE: 1 "= 40'-0" 11'x17" SCALE: 1 80'-0" 40' 20' 0' 40' verizon IMPLEMENTATION TEAM/CLIENT: Actualize EXISTING ADJACENT ux quake if wappm PROPERTY LINE TYP ENGINEERING: I REV I DATE I DESCRIPTION -1 8/04/20 UPDATED PER 1A AND FCD'S ISSUED .. 6/10/20 PCD'S ISSUED FOR REVIEW T 4/22/20 REVISED PER COMMENTS 1 4/17/20 PZD'S ISSUED FOR REVIEW PROJECT: SEA CLASSICS 2003 MAPLE VALLEY HWY RENTON, WA 98055 SHEET TITLE: PROPOSED SITE PLAN PROJECT NUMBER: DATE: - 4/13/20 DRAFTER: PROFESSIONAL OF RECORD \ DEW DEW REVISION NO: SHEET NO: 4 C-3 PROPOSED SITE PLAN 1 EXISTING CONDUIT EXISTING FIRE EXISTING TRAFFIC - EXISTING LANDSCAPING STUB UP TYP "-HYDRANT -SIGNAL VAULT -_- 'BLOCK CURB TYP- -EXISTING WATER METER EXISTING----E-=L--__ _ V ... .... ........ ,1 ................ .lY............ .. 33�EXISTING . LAWN TYP YIY y y 1 1u 3 ' EXISTING CATCH ; y y y y y .... .....,,, / V BASIN TYP "H.3. 1 . . . . . . . . . . ' EXISTING ROOF .OVERHANG TYR ' -- - - - - - - --- _--EXISTING CONCRETE 1 WALKWAY TYP 1 \ \ 1 1 EXISTING \ \ 1 - CURB TYP \ 1\ 1 \ 1 \ 1 1 1 /T EXISTING HVAC 1 PROPOSED VERIZON- \ 1 - \ DUCTING TYP — — — — — — — 1_ _ +�Sp WIRELESS 15'-0" ACCESS AND UTILITY EASEMENT ,o 1 EXISTING STAIRS AND ENTRANCE / EXISTIN FENCE C \ 1 1 � 1 - L7/1 / / 1 r I / 1 .1 Lu�I V 1 I 1 . . . . . EXISTING PAD MOUNTED REV DATE TRANSFORMER 1 I �X 1 EkISTING pROPER�� �E 3TNG�ARO ., v ' : , , , yLAWNT TYP� ' ' �WPIROEPLOSSESD V ERDIZON I — 1 C//v .. . UTILITY EASEMENT 1 ... 1 I EXISTING TREE TYP 4 8/04/20 A-2 6/10/20 I 1 I I FNI verizon IMPLEMENTATION TEAM/CLIENT: Actualize use quake if wappm ENGINEERING: DESCRIPTION UPDATED PER 1A AND FCD'S ISSUED PCD'S ISSUED FOR REVIEW I L 4/22/20 REVISED PER COMMENTS I IPROJECT: 1 4/17/20 PZD'S ISSUED FOR REVIEW O Z —\Fk'STN�0 I7J SEA / i CLASSICS / 2003 MAPLE VALLEY HWY RENTON, WA 98055 EXISTING EASEMENT TYP SHEET TITLE EXISTING ADJACENT / � PROPERTY LINE TYP / PROPOSED / / ENLARGED EXISTING CONCRETE / / WATER MARK ORDINARYWATER F.r�SC SITE PLAN BULKHEAD / / CEDAR RIVER PROJECT NUMBER: DATE: 4/13/20 / DRAFTER: DEW PROFESSIONAL OF RECORD DEW / CEDAR RIVER REVISION NO: SHEET N0: / ' 4 C 4 "= 'x34" SCALE: 1 10'-0" PROPOSED ENLARGED SITE PLAN 1 11 x17" SCALE: 1"= 20'-0" 10' S' 0' 10' EXISTING CURB TYP ly EXISTING UNDERGROUND WATER LINE TYP EXISTING STAIRS - AND ENTRANCE \-,� J, L c� b D EXISTING UNDERGROUND TELCO LINE TYP EXISTING CONCRETE WALKWAY TYR ,,y u / EXISTING HVAC CONDENSER TYP U6P / - 0 yyyyyy yyyyy , EXISTING UNDERGROUND y GG O POWER LINE TYR EXISTING PAD MOUNTED y , UGP UGP y UG? , UGP - UGP U P UGP UGP UGP _ y �y TRANSFORMER , , , , C) yEXISTINGy ORDINARY HIGH WATER, , , , , , , , , , , , , , , , , , , , , , , , , , MARK (OHM) 100'-0" SETBACK , , y , y y , , y CEDAR RIVER , , y , , , , , , , , , , , , , , , , y y y y , , , y y , y U CST -„ y UGT� UGT Gy y , , , , , , _ y0T UST - T _ - �-- , y UCT y UG GC �� UST �f U6T = NOT �_ y y y y y „ UG'G�� y , , y EXISTING .y , , , , , , LAWN rYP� y y y y /GC EXISTING EXISTING CHAIN LINK keX/ST/AVG EXISTING UNDERGROUND TREE TYP FENCE TYP p'QOpF�ry </ y y y y y y y , , , y C� V CABLE LINE TYR K 22"04" SCALE: 3/16"= 1'-0" 11"x17" SCALE: 3/32"= 1'-0" 4' 2' 0' 4' EXISTING ROOFTOP PLAN 1 1 I H11 verizon IMPLEMENTATION TEAM/CLIENT: Actualize use quake if wappm ENGINEERING: I REV I DATE I DESCRIPTION -1 8/04/20 UPDATED PER 1A AND FCD'S ISSUED .. 6/10/20 PCD'S ISSUED FOR REVIEW L 4/22/20 REVISED PER COMMENTS 1 1 4/17/20 PZD'S ISSUED FOR REVIEW PROJECT: SEA CLASSICS 2003 MAPLE VALLEY HWY RENTON, WA 98055 EXISTING ROOFTOP P LA N PROJECT NUMBER: — DATE: 4/13/20 DRAFTER: PROFESSIONAL OF RECORD DEW DEW REVISION NO: SHEET N0: 4 A-1 m m m m m m m m m m m y y m m m y y m m m m y y m m m y y y y y m m m y y y y y m y y y y y y y m y y y y I H11 EXISTING CURB TYP PROPOSED VERIZON \ WIRELESS 15'-0" ACCESS' AND UTILITY EASEMENT \ \ EXISTING UNDERGROUND WATER LINE TYP \ EXISTING STAIRS - - ,AND ENTRANCE �,*.r------------- --- EXISTING HVAC DUCTING TYP / PROPOSED VERIZON WIRELESS F MOUNTED TO PROPOSED MOUNT (TYP OF 4, 2 PER SECTOR) PROPOSED VERIZON WIRELESS — EXISTING HVACONDENSER C 6—PORT RAYCAP TYP SPLITTER/SURGE SUPPRESSOR MOUNTED TO PROPOSED MOUNT TYP OF 2 1 PER SECTOR EXISTING UNDERGROUND TELCO LINE TYP EXISTING CONCRETE WALKWAY TYP PROPOSED VER170N WIRELESS 5'-0"x8'—O" ANTENNA SCREEN WALL (10'-3" TALL) (TYR OF 2) PROPOSED VERIZOON WIRELESS PANEL ANTENNA MOUNTED TO PROPOSED MOUNT (TYR OF 4, 2 PER SECTOR) verizon IMPLEMENTATION TEAM/CLIENT: Actualize use quake if wappm ENGINEERING: I REV I DATE I DESCRIPTION -1 8/04/20 UPDATED PER 1A AND FCD'S ISSUED .. 6/10/20 PCD'S ISSUED FOR REVIEW L 4/22/20 REVISED PER COMMENTS 1 4/17/20 PZD'S ISSUED FOR REVIEW _ UGP / PROJECT: I� y I I Z>\7U7y " �o7l yl y \\ // y 6 — \\ // 2'-1 IL" I GGP O PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS PVC` 1 \)GP EXISTING UNDERGROUND y In6 In h VERTICAL CABLE TRAY WITH SLEEPER MOUNTED CABLE TRAY GG� pG POWER LINE TYP P —�2) 6x12 HYBRID CABLES —WITH (1) 6x12 HYBRID CABLEuG- -,i UGP UGP y y UG �� UGPy UG'P U P UGP UGP UGP EXISTING PAD MOUNTED y y y EXISTING ORDINARY HIGH WATER y y y y y y y TRANSFORMER m m m m m m m � y MARK (OHM) 100'-0" SETBACK y y y G� y y y y y y yyy ' — CEDAR RIVER y= c y y y y _ IIT i UGT UGTU(;T UST '� — U T y y y y y y y " y y y y y m y y y y y m y oGc y UGT — U9T �—� U6T _ �'_ U(D �� \ y y y y y y y y y y y y y y y �� 'JOG. c y UyT y y y y y PROPOSED VERIZON "G�\ y y y y y y y y y y y y - WIRELESS 5'-0" Ropy y LAWNy y y GG4' . . . . . . . . UTILITY EASEMENT TING lNG P� RTMGQ�O `x� y y y Y TYP y y y y y y y\G� OG y y y y y y y \ y y y C EXISTING EXISTING CHAIN LINK keX/STIA15 �s y " " " '� y y y y y y y UC G EXISTING UNDERGROUND TREE TYP FENCE TYP V CABLE LINE TYR Ne y y GG K 22"04" SCALE: 3/16"= 1'-0" 11"x17" SCALE: 3/32"= 1'-0" 4' 2' 0' 4' PROPOSED ROOFTOP PLAN 1 1 SEA CLASSICS 2003 MAPLE VALLEY HWY RENTON, WA 98055 PROPOSED ROOFTOP P LA N PROJECT NUMBER: — DATE: 4/13/20 DRAFTER: PROFESSIONAL OF RECORD DEW DEW REVISION NO: SHEET N0: 4 A-2 l �L �- EXISTING TREE TYP G EQUIPMENT NOTES: 1. CONTRACTOR SHALL ORDER 2. CONITRACT NETS RITSHALL"LIFT DOORS I_ ORDER CABINETS THAT DO NOT REQUIRE ACCESS TO THE BACK LI EXISTING TREE TYP verizon 1 1L �- �- 1 EXISTING ORDINARY HIGH WATER MARK (OHM) 100'-0" SETBACK L0 I EXISTING ORDINARY HIGH WATER MARK (OHM) 100'-0" SETBACK /L L I CEDAR RIVER 1� /I- L 1 � /L 1 L �I � L L L L \ EXISTING LAWN TYP� - - CEDAR RIVER L L 11 /� /I— L 1 L PROPOSED VERIZON WIRELESS PAD MOUNTED STEP-DOWN TRANSFORMER L- ��A �/ ��� ,/ — — — PROPOSED VERIZON WIRELESS 9'-6" LEASE AREA PROPOSED VERIZON WIRES 9'-3" FENCED AREA \ •° \ _ /JC� -1 �� I V� �I� I PROPOSED VERIZON WIRELESS LANDSCAPING AROUND PROPOSED LEASE AREA \ \� /� v X�j IMPLEMENTATION TEAM/CLIENT: ' Actualize use quake if wappm ENGINEERING: NU LYX /LI io \ L /� /I- \r� L L L L L L /L - L � Z� \ L /� \ /L �L \ L L \ EXISTING RHODODENDRON \ BUSH TO BE REMOVED � CURBNTYP - vi z 0 w 0 I/ W Z w rc p-- W - '- PROPOSED VERIZON WIRELESS H-FRAME MOUNTED 200A 120/24OV-1P POWER METER WITH DISCONNECT�j _ /k \\ PROPOSED VERIZON WI\ 6'-0' STUC- \ FLEX FENCE \ 0 PROPOSED VERIZO�L � Z PROPOSED MOUNTED �j�'I I 1\�\ \ I j� n �VA / PROPOSED VERIZON WIRE ICE -BRIDGE WITH (2) 602 T, HYBRID CABLES Zw //I IIN � L L L IT SHALL PROVIDE POSED VERIZON EXISTING CURB TYP - `WIRELESS ELFRAME I MOUNTED TELCO CABINET - I1�3'-0" ELECTRICAL\ PROPOSED VERIZON WIRELESS CLEAR\ NE RATED 30 POSITION U OO I�INTEGRATED GEN PLUG I PROPOSED VERIZON WIRELESS RACK - MOUNTED 12-PORT RAYCAP � NSTALLEEDS R NPROPOSED IN IZON WIR ® .PAD MOUNTEDSED REQUIPMENT�S CABINET (TYP OF 3) _ - PROPOSED VERIZON WIRELESS 4'-0"x10'-O" CONCRETE 1'�6" -EQUIPMENT P -- \Nw- I/ WIIRELESS 5 E0" Q - MAN GATE ® ��TD rr� M``,,�` OF w`9`Sq 't O .d r ��51134+t'GI SPROTEg� SSIONAL REV DATE DESCRIPTION 4 8/04/20 UPDATED PER 1A AND FCD'S ISSUED .. 6/10/20 PCD'S ISSUED FOR REVIEW i 4/22/20 REVISED PER COMMENTS 1 1 4/17/20 1 PZD'S ISSUED FOR REVIEW A 3" GAP BETWEEN PROPOSED FENCE AND EXISTING BUILDING WALL \ _ 0 I _ PROJECT: SEA CLASSICS PROPOS DCAERI ON WIRELE EHSS VERTICA(2) 602 HYBRID CABLES ,'-s" N 2003 MAPLE VALLEY HWY RENTON, WA 98055 \ i 1 PROPOSED VERIZON WIRELESS PANEL ANTENNA MOUNTED TO PROPOSED MOUNT (TYP OF 4, 2 PER SECTOR) SHEET TITLE EXISTING A N D L L - \ EXISTING BUILDING \ EXISTING - BUILDING ', RELESS 5ROO"x8'-O"POSED ANTENNA RIZON ISCREEN �� WALL (10'-3" TALL) (TYP OF 2) - PROPOSED VERIZON WIRELESS RRU MOUNTED TO PROPOSED MOUNT i (TYP OF 4, 2 PER SECTOR) PROPOSED P R O P O S E D EQUIPMENT P LA N S Ir _ PROPOSED VERIZON WIRELESS PVC SLEEPER MOUNTED CABLE TRAY WITH (1) 6x12 HYBRID CABLE I \ \ \ \ PROPOSED VERIZON WIRELESS 6-PORT RAYCAP SPLITTER/SURGE SUPPRESSOR MOUNTED TO PROPOSED MOUNT (TYP OF 2, 1 PER SECTOR) PROJECT NUMBER: - DATe 4/13/20 DRAFTER: PROFESSIONAL OF RECORD \ \ G DEW DEW REVISION NO: SHEET N0: 4 — 22"04" SCALE: 1/2"= 1'-0" 11"x17"SCALE: 1/4"=1'-0" 2' 1' O• 2• EXISTING EQUIPMENT PLAN 2 22"x34" SCALE: 1/2"= 1'-0" 11"07"SCALE:1/4"=,•-0" 2' 1' 0' 2' PROPOSED EQUIPMENT PLAN 1 � ` `-' NOTES: I Hal: 1. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (SIGNED AND SEALED), PROVIDED BY OTHERS UNDER SEPARATE COVER. PRIOR TO THE INSTALLATION OF ALL ■ BUILDING MOUNTED EQUIPMENT AND CABLES, THE CONTRACTOR SHALL REVIEW THE APPROVED STRUCTURAL ANALYSIS AND MODIFY, verizon IF REQUIRED, ALL APPLICABLE MEMBERS AS REQUIRED BY THE CERTIFIED STRUCTURAL REPORT. 2. THE CONTRACTOR SHALL INSPECT THE BUILDING MAKE THE ENGINEER OF RECORD AWARE OF ANY DEFECTS OR DISCREPANCIES FROM THE APPROVED PLANS. 3. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT PER THE MANUFACTURER'S SPECIFICATIONS. IMPLEMENTATION TEAM/CLIENT: TOP OF PROPOSED VERIZON WIR L SS PANEL ANTENNAS 35'-0" AGL � I I i TOP OF PROPOSED VERIZON PAINTING NOTES: PROPOSED VERIZON WIRELESS PANEL WIRELESS SCREENED ANTENNA MOUNT 1. PROPOSED VERIZON WIRELESS ANTENNA SCREEN WALL SHALL BE ANTENNA MOUNTED TO PROPOSED MANUFACTURED WITH A STUCCO LIKE TEXTURE AND SHALL BE MOUNT (TYP OF 4, 2 PER SECTOR) 35 -10 AGL PAINTED TO MATCH THE EXISTING BUILDING. 2. PROPOSED VERIZON WIRELESS VERTICAL CABLE TRAY SHALL BE I I PROPOSED VERIZON WIRELESS PAINTED TO MATCH THE EXISTING BUILDING. I I 5'-0"x8'-0" ANTENNA SCREEN • • Actualize PROPOSED VERIZON WIRELESS I VERTICAL CABLE TRAY WITH u (2) 6x12 HYBRID CABLES EXISTING HVAC I I CONDENSER TYP u WALL (10'-3" TALL) (TYP OF 2) use quake it �y"� wappm TOP OF EXISTING PARAPET J, TOP OF EXISTING PARAPET 28'-10" AGL ENGINEERING: 4 27'-1 p" AGL - TOP OF EXISTING - -- - - -,- - - - ROOF DECK -.- _-.-.- -: - - - - - - - - - - - - - - -.- - - - - - - - -. - - - -- -- - - - -.- - - - _- - - -- - - - - - - - -- - - - 25'-7" AGL NU LY LL� LLI LL� 17LI N E ff 0 LE E]L ff N ff 6 Ll LLI LIIIIIIIIIIm� [2 PROPOSED VERIZON WIRELESS �T T� n Hl�D rrj ��'w OF WASq CPS ANTENNA MOUNTED TO PROPOSED ICE -BRIDGE LEG -EXISTING - BUILDING PROPOSED VERIZON WIRELESS ICE -BRIDGE WITH (2) 602 HYBRID CABLES PROPOSED VERIZON WIRELESS STUC-O-FLEX FENCE _ O PROPOSED VERIZON WIRELESS LANDSCAPING AROUNDL M 1! t L LIIIIIIIIIIIII� K Ll L L�� Z t L7 EXISTING PAD MOUNTED EXISTING TRANSFORMER SHRUB TYR .i PROPOSED LEASE AREA FINISH _ r� 51134 GI STERN ��1 0'-0" AGL ONAL 22"x34"SCALE: 3/16"=1'''-0" ® 11'x17" SCALE: 3/32 "= -0" 4' 2' 0' 4' PROPOSED SOUTHWEST ELEVATION (LOOKING NORTHEAST) 2 REV DATE DESCRIPTION -1 8/04/20 UPDATED PER 1A AND FCD'S ISSUED .. 6/10/20 PCD'S ISSUED FOR REVIEW L 4/22/20 REVISED PER COMMENTS 1 4/17/20 PZD'S ISSUED FOR REVIEW EXISTING HVAC PROJECT: CONDENSER TYP TOP OF EXISTING PARAPET TOP OF EXISTING PARAPETJ, 28'-10" AGL SEA CLASSICS V 27'-10" AGL _ TOP OF EXISTING ROOF DECK 25'-7" AGL ____ _ 2003 MAPLE VALLEY HWY RENTON, WA 98055 SHEET TITLE: EXISTING AND EXISTING BUILDING PROPOSED ELEVATIONS Ll EXISTING PAD MOUNTED EXISTING TRANSFORMER SHRUB TYR 0- R-Lii.... PROJECT NUMBER: _ DATE 4/13/20 DRAFTER: DEW PROFESSIONAL OF RECORD DEW FINISH GRADE REVISION NO: SHEET N0: 0'-0" AGL 4 A - 4 22"04" SCALE: 3/16'=1'-0' ® 11"x17" SCALE: 3/32"=1'-0" 4' 2' 0' 4' EXISTING SOUTHWEST ELEVATION (LOOKING NORTHEAST) 1 SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE NOT U S E D 13 1 22"x34 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PROPOSED ANTENNA SCHEDULE ALPHA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 LTE 320' 35'-0" 1 JMA MX06FR0460-02 50.2" 15.4" 10.7" 0' 4' 1 6x12 HYBRID 90-0 RRUS4449 B5/B13 700 LTE 4' PCS LTE 4' RRUS8843 B2/B66 850 LTE 320' 35'-0" 1 JMA MX06FRO460-02 50.2" 15.4" 10.7" 0' 4' NONE 700 LTE 4' NONE AWS LTE 4' NONE BETA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 LTE 130' 35'-0" 1 JMA MX06FR0460-02 50.2" 15.4" 10.7" 0' 2' 1 6x12 HYBRID 180-0 RRUS4449 B5/B13 700 LTE 2' PCS LTE 0' RRUS8843 B2/B66 850 LTE 130' I 35'-0" 1 JMA MX06FRO460-02 50.2" 15.4" 10.7" 0' 2' NONE 700 LTE 2' NONE AWS LTE 0' NONE 9 PROPOSED VERIZON WIRELESS 850/700/AWS PANEL ANTENNA MOUNTED TO PROPOSED MOUNT PROPOSED VERIZON WIRELESS 850/700/PCS PANEL ANTENNA / MOUNTED TO PROPOSED MOUNT i N O T USED 2 22"x34" SCALE: 1/2"= 11"07" SCALE: 1/4"= 1'-0" 2' 2' PROPOSED VERIZON WIRELESS 5'-0"x8'—O" ANTENNA SCREEN WALL (10'-3" TALL) (TYP OF 2) PROPOSED VERIZON WIRELESS RRU MOUNTED TO PROPOSED MOUNT (TYP OF 4, 2 PER SECTOR) PROPOSED VERIZON WIRELESS 6—PORT RAYCAP SPLRTER/SURGE SUPPRESSOR MOUNTED TO PROPOSED MOUNT (TYP OF 2, 1 PER SECTOR) verizon IMPLEMENTATION TEAM/CLIENT: Actualize use quake if wappm ENGINEERING: I REV I DATE I DESCRIPTION -1 8/04/20 UPDATED PER 1A AND FCD'S ISSUED .. 6/10/20 PCD'S ISSUED FOR REVIEW T 4/22/20 REVISED PER COMMENTS 1 r7/1-1/20 PZD'S ISSUED FOR REVIEW PROJECT: SEA CLASSICS 2003 MAPLE VALLEY HWY RENTON, WA 98055 `PROPOSED VERIZON WIRELESS 850/700/PCS PANEL ANTENNA SHEET TITLE MOUNTED TO PROPOSED MOUNT PROPOSED 'ON ANTENNA WIRELESS ANEL ANTENNA OPOSED MOUNT FIGURATION 6 STING _DING PROPOSED ANTENNA CONFIGURATION 1 1 PROJECT NUMBER: DATE: — 4/13/20 DRAFTER: PROFESSIONAL OF RECORD DEW DEW REVISION NO: SHEET N0: 4 RF-1 CI TNI: SECTOR 1 700 LTE AWS LTE CLASSICS —IT DIAGRAM SECTOR 2 verizonvl IMPLEMENTATION TEAM/CLIENT: Actualize use quake if wappm ENGINEERING: I REV I DATE I DESCRIPTION dI 8/04/20 UPDATED PER 1A AND FCD'S ISSUED 6/10/20 PCD'S ISSUED FOR REVIEW i 4/22/20 REVISED PER COMMENTS 1 4/17/20 PZD'S ISSUED FOR REVIEW PROJECT: SEA CLASSICS 2003 MAPLE VALLEY HWY RENTON, WA 98055 SHEET TITLE: PROPOSED IT DIAGRAM PROJECT NUMBER: DATE: — 4/13/20 DRAFTER: PROFESSIONAL OF RECORD DEW DEW REVISION NO: SHEET N0: 22"x34 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE PROPOSED IT DIAGRAM 1 1 4 1 RF-2