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14-104126 (2)
a CLIENT: GENERAL 1. THESE DOCUMENTS ARE FOR THE DESIGN OF AN UNMANNED TELECOMMUNICATIONS FACILITY. THE FACILITY SHALL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. THE FACILITY WILL NOT BE OPEN TO THE PUBLIC AND SHALL HAVE RESTRICTED ACCESS TO THE WIRELESS CARRIER'S PERSONNEL AND SERVICE EQUIPMENT. 2. THE WIRELESS CARRIER CERTIFIES THAT THIS TELECOMMUNICATIONS FACILITY WILL BE SERVICED ONLY BY THE CARRIER'S EMPLOYEES AND THEIR SUB -CONTRACTORS, FOR INSPECTION AND REPAIR PURPOSES ONLY. 3. ON AVERAGE THE WIRELESS CARRIER'S EMPLOYEES OR SUB -CONTRACTORS (TYPICALLY ONE PERSON) WILL VISIT THE WIRELESS FACILITY TWO TIMES PER MONTH FOR A DURATION OF APPROXIMATELY ONE HOUR. 4. THIS FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO ADA ACCESS IS REQUIRED). 5. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 6. NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS FACILITY. 7. NO WASTE WATER WILL BE GENERATED FROM THIS FACILITY. 8. NO SOLID WASTE WILL BE GENERATED FROM THIS FACILITY. 9. WORK SHALL COMPLY WITH ALL APPLICABLE STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS. ALL NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 10. WORK SHALL COMPLY WITH ALL MANUFACTURER'S RECOMMENDED SPECIFICATIONS. THE CONTRACTOR SHALL FOLLOW SPECIFICATIONS SHOWN IN THESE DOCUMENTS, ONLY WHEN THOSE SPECIFICATIONS ARE MORE STRINGENT THAN THE MANUFACTURER'S. 11. 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 OTHERWISE NOTED. 12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED AS A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION. HOWEVER, 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 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/ BAR LENGTHS), THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT TO SERVE AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 13. SEE THE STRUCTURAL ANALYSIS BY OTHERS UNDER SEPARATE COVER FOR APPLICABLE CODE REFERENCES AND PROPOSED DESIGN LOADS. 14. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (STAMPED AND SIGNED) PROVIDED BY OTHERS UNDER SEPARATE COVER. 15. THE CONTRACTOR, PRIOR TO INSTALLATION OF ANTENNAS, EQUIPMENT, AND/OR COAX CABLES, SHALL REVIEW THE APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN THE CERTIFIED STRUCTURAL ANALYSIS. 16. THESE DESIGN DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ENGINEER AND THE CONTRACTOR. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP 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 SURROUNDING AREA TO BETTER THAN EXISTING CONDITION. 18. THE CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC., ACCORDING TO APPLICABLE CODES, STANDARDS AND BEST CONSTRUCTION PRACTICES. 19. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL SITE CONDITIONS AND INSTALLATIONS. 20. WHERE NEW PAVING, CONCRETE SIDEWALKS, OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING SLOPE AND ELEVATION AS TO MAINTAIN A SMOOTH TRANSITION. SPECIAL INSPECTIONS NOTES 21. ALL ITEMS NOT LISTED AS "EXISTING" OR "PROVIDED BY OTHERS" ARE TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. 22. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. 23. WHERE EXISTING MATERIALS ARE RE -USED, THE CONTRACTOR SHALL ENSURE THAT ALL OF THE EXISTING MATERIALS ARE FREE FROM DEFECTS OR HAVE BEEN REPAIRED TO LIKE NEW CONDITION. 24. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR 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 THE PROPERTY OWNER AND WIRELESS CARRIER), WHICHEVER IS GREATER. 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 BUILDING SITE OR ANY ADJACENT STRUCTURES. THE PROPERTY OWNER SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY REPAIRS OR MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE EXPENSE OF THE CONTRACTOR. 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 CONDITIONS AS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. THE CONTRACTOR AND SUB -CONTRACTORS SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF THE PROJECT. THE CONTRACTOR AND SUB -CONTRACTORS SHALL REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 27. THE CONTRACTOR SHALL CALL FOR UTILITY LOCATES, VERIFY LOCATIONS AND MARK ALL BURIED UTILITIES PRIOR TO PERFORMING ANY EXCAVATIONS OR GRADING ACTIVITIES. 28. DO NOT SCALE THESE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTERLINE OF ELEMENTS, UNLESS OTHERWISE NOTED. CRITICAL DIMENSIONS SHALL BE VERIFIED AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY. 29. LYNX CONSULTING INC. HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIALS, INCLUDING, BUT NO LIMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT. LYNX CONSULTING INC. DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, REMOVAL, OR ANY EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO BE SUSPENDED AND THE PROPERTY OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK UNTIL INSTRUCTED BY THE PROPERTY OWNER IN WRITING. 30. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS, DIMENSIONS, AND UTILITIES ON SITE PRIOR TO THE COMMENCEMENT OF WORK. ALL DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE EXISTING ONSITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION. NO CLAIM FOR ADDITIONAL COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, WILL BE ACCEPTED OR PAID. 31. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK. 32. 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 THE INSTALLATION AND MAINTENANCE ARE MET. IN THE CASE OF ANY CONFLICTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. THE ENGINEER HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE FACILITY WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. 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 OF THE PROPOSED CHANGES FOR THEIR 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 EXECUTION OF THE WORK. RECOMMENDED TESTING AGENCY: MAYES TESTING INC. PHONE: (503) 281-7515 (A WABO-CERTIFIED SPECIAL INSPECTION AGENCY IS REQUIRED) THE OWNER, OR THE OWNER'S AGENT, IS REQUIRED TO HIRE AN INDEPENDENT TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS. THE INDEPENDENT AGENCY HIRED TO PERFORM THE DUTIES OF SPECIAL INSPECTION IS REQUIRED TO BE A REGISTERED AGENCY WITH WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO), UNDER THE SPECIAL INSPECTION REGISTRATION PROGRAM (SIRP) STANDARD NO. 1701 OR MOST CURRENT ADOPTED SPECIAL INSPECTION STANDARD PUBLISHED BY WABO. SPECIAL INSPECTOR MUST BE CONTACTED IN ADVANCE OF ANY WORK NOTED BELOW. IT IS THE RESPONSIBILITY OF THE OWNER OR 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 SUPERVISOR. UNRESOLVED NON-CONFORMANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE MUNICIPALITY'S INSPECTOR. REQUIRED SPECIAL INSPECTIONS 2012 INTERNATIONAL BUILDING CODE; SECTIONS 1701, 1704, & 1705 ❑ 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 CONCRETE (1705.3) ❑ EIFS (1705.15) ❑ REINF. STEEL/PRESTRESSING TENDONS (1705.3) ❑ POST -INSTALLED ANCHORS (1705.3; AISC 315: D.9.2) ❑ SHOTCRETE (1705.3; 1910) ❑ SMOKE CONTROL (1705.17) ❑ STRUCTURAL MASONRY (1075.4) ❑ STRUCTURAL STEEL (SFRS 1705.1 1.1; AISC 314) TMS 402/ACI 530/ASCE 5; ❑ STRUCTURAL WOOD (SFRS 1705.11.2) TMS 602/ACI 530.1 /ASCE 6 ❑ COLD FORMED STEEL FRAMING (SFRS 1705.11.2) ❑ HIGH LOAD DIAPHRAGMS (WOOD 1705.5.1) ❑ ACCESS FLOORS (SFRS 1705.11.5.1) ❑ GRADING, EXCAVATION, AND FILLING (SOILS 1705.6) ❑ STORAGE RACKS (SFRS 1705.11.7) ❑ DRIVEN DEEP FOUNDATIONS (1705.7) ❑ ARCHITECTURAL COMPONENTS (SFRS 1705.11.5) ❑ CAST -IN -PLACE DEEP FOUNDATIONS (1705.8) ❑ MECH. AND ELEC. COMPONENTS (SFRS 1705.11.6) ❑ INSTALLATION OF PRECAST ELEMENTS (1705.3) ❑ SEISMIC ISOLATION SYSTEMS (SFRS 1705.11.8) ❑ OTHER ----------- ----------- ---- STRUCTURAL STEEL NOTES 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 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 FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2012 CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER WIDE FLANGE SHAPE S ASTM A992, fy 50 KSI OTHER SHAPES, PLATES AND RODS ASTM A36, f 36 KSI PIPE COLUMNS ASTM A53fy 35 KSI STRUCTURAL TUBING ASTM A506, fy 46 KSI ANCHOR BOLTS ASTM A307 CONNECTION BOLTS ASTM A325 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00. 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 BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED 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. 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE AND GAGE SHOWN ON THE PLANS. 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". 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. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 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 EQUAL. CONCRETE NOTES 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE IBC 2012, STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENGTH W/C RATIO MINIMUM CEMENT (fc) CONTENT PER CUBIC YARD SLAB ON GRADE 3,000 PSI 0.45 5 1 /2 SACKS TOPPING SLABS CONCRETE PIERS ALL STRUCTURAL CONCRETE 4,000 PSI 0.45 6 1 /2 SACKS CONCRETE WALLS 4,000 PSI 0.45 6 1 /2 SACKS CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINMENT AGENT CONFORMING TO ASTM C260, C494, C989, AND C1017, TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE IBC 2012. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 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 TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. 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, fy=60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DO DETAILED OR APPROVED BY THE ENGINEER. 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" TO EARTH OR WEATHER 45 BARS OR SMALLER) 1-1/2" SLABS AND WALLS (INTERIOR FACE) 3/4" 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 13. NON-SHRING GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. LEG EN D LARGE SCALE DETAIL SHEET NUMBER DETAIL NUMBER SHEET NUMBER L__ VerlZ, wireless IMPLEMENTATION TEAM/CLIENT: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS 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 DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. I REV DATE DESCRIPTION 2 1 8/01 /14 1 REVISED PER NOISE STUDY 1 1 7/11/14 1 ISSUED FOR REVIEW PROJECT: SEA DETAIL NUMBER SW 320TH ST 2105 SW 320TH ST FEDERAL WAY, WA 98003 SECTION DETAIL Call Before You Dig SHEET TITLE: GENERAL NOTES PROJECT NUMBER: DATE: 2014030003 7/03/14 DRAFTER: PROFESSIONAL OF RECORD BEW BEW REVISION NO: SHEET NO: N-1 CLIENT: � PARCEL: 122103-9051 SIZE: 4.96 ACRES ZONING: RM3600 (1 UNIT/3,600 SF) EXISTING BUILDING TYP now_ _ v EXISTING PROPERTY LIN PARCEL: 122103-9030 - — _ SIZE: 1.58 ACRES Y r" — �— — zv ZONING: PO (PROFESSIONAL OFFICE) 01 o Q L F— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — { — — — — — — — — — — — — — — — — — — — — — .. . . . ....... ..... . . I� V................ IYi'^vF II.......... ........... .............. >............ .. ........ ...... I A-2 tb U) w Q W m EXISTING POINT OF INGRESS AND EGRESS i 1 I z ,{ <* Z J1 I I `z a ry LLJ '` CL �`r« zCID cn X I I W i W :.`. EXISTING PLANTER I � STRIP TYP I EXISTING 20'-0" I I SIDEWALK ;TYP BUILDING SETBACK I I 20'-0" I BUILDING I I SETBACK ,vr' L- I _ — i— — — — — — — — — — — — — — — — — — — — — — — — — — — 0 �mJ EXISTING PROPER TY LINE s � 4 EXISTING EDGE OF VEGETATION TYP SW 320TH ST .,t t wY\ t • 1 EXISTING GLUE —LAM UTILITY POLE t. A., h•1w \4e wt•.......... �•y: s y••Y. } S' EXISTING ADJACENT PROPERTY LINE TYP G£43.yN ARO'PRJ 9N'O¢. �:P;591HJ/�I.GR WHI2JY 3R4R:5 8:?T3:•,•:^•-„-,; :::'..3`."?:.w@ P.'SN t ^�T��.?nP S{ia\CS �ptb SSUY Ps^.:14 CPFi :U 4O�N113_RRSY4SCdA Lak*^1S A::'q +P ro mvR.9 mIAW Ate. .^..£�wtt. � 4i.•.S�SY::. % i �'Al. C23?9••••nS:cY"�1.... ....:.n A�SR $� £K •3M �59 �'iL�TM�T po,KY yr.:.iL`t a�SSaS::SSe :: sN,^;L:^•;e "..Q^p& tSRF4 SST :: PARCEL: 132103-9033 PARCEL: 132103-9091 SIZE: 2.65 ACRES SIZE: 0.86 ACRES ZONING: PO (PROFESSIONAL OFFICE) ZONING: PO (PROFESSIONAL OFFICE) PARCEL: 132103-9036 SIZE: 0.31 ACRES ZONING: PO (PROFESSIONAL OFFICE) 22"x34" SCALE: 1 "= 20'-0" 11 "x 17" SCALE: 1 "= 40'-0" N 3 PARCEL: 8561 10-0000 SIZE: 17.92 ACRES ZONING: RM1800 tren /'im wireless �s IMPLEMENTATION TEAM/CLIENT: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. I REV DATE DESCRIPTION 2 1 8/01 /14 1 REVISED PER NOISE STUDY 1 ( 7/1 1 /14 I ISSUED FOR REVIEW PROJECT: SEA SW 2 3 OTH ST 2105 SW 320TH ST FEDERAL WAY, WA 98003 SHEET TITLE: PROPOSED SITE PROJECT NUMBER: 2014030003 DRAFTER: NOTE: BEW THIS IS NOT A SURVEY. ALL INFORMATION AND TRUE NORTH REVISION NO: HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND JURISDICTIONAL GIS INFORMATION AND ARE APPROXIMATE. 2 PROPOSED SITE PLAN 1 PLAN DATE: 7/03/14 PROFESSIONAL OF RECORD BEW .N*wff,T1*3 C-1 CLIENT: X X , * EXISTIN G VERIZ ON WIRELESS GEN PLUG TO BE REMOVED y , , . I .... � � ......'.... '.. . . � ..... Bt 7kfGC$ :T 0 P R QED: Out b€ �LO.CA C ARAN'E:© E . R::CAT . Ni L E : SWI G: :- ,'. � I . / . . . I . :EX�Sidfd' 3: G,: + .....: < < A: :' :h� A :G TE:: ;`; : :�: ::1� � : �: b, N . . 7-___-__-_. - ... � , , ** -_y._-__- _�_ : � rt1NG-' !�. 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SIGN - - . : : , e- � , - : - : . . . . . ... I . . I � I . I . . I . . . . . -:-:7:7::::::: : - : - : I : - : - , - , * , - 'v M. '4 - , � * � '� - : � : : : : : : , -:-:-: - , , * - , . , - , - , - , - - - - - -. - - - , , , , , � " k____� X AULT I I I I I IZ ry w w O I� w I z €_ V) x w I I I I I ,F I EXISTING VERIZON WIRELESS f POST MOUNTED SAF ETY BOX `TO BE RELOCATED ir')W 7 I 1 �$2�4,, n 3q__ EXISTING VERIZON WIRELESS y - - I ,9 0.,x10,0 CONCRETE -EQUIPMENT PAD I �, ;EXISTING VERIZON WIRELESS 'PAD MOUNTED EQUIPMENT CABINET TYP OF 4 '4L,' ,a I 11 " /> I I I EXISTING 3 —4 MAN GATE >z �, I g 14 1 �d �o EXISTING ° LANDSCAPI NG n TYP cn co w J w Of Z O _N ch w > Z m x w 0 z D O w O U 0 w O Z w LL_ 0 1 ��— I EXISTING ADJACENT PROPERTY LINE .....:.,:>: I.I.} Y.4\.Y} &A6P.{! mWY.i4 t%!ii`.:.:i::.::':'{iiii::"}:::%:'{{:T ......> t.•i}::iT irenM,/1 wireless .�,xi ��:: IMPLEMENTATION TEAM/CLIENT: �c�YNx DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS 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 DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DES CRI PTION 2 1 8 0 1 14 REVISE D PE R ER NO ISE OISE STUDY 1 1 7 1 1 14 ISSU ED / FOR / REVIEW PROJECT: SEA S 320 TH ST 210 5 S W 320TH ST FEDERAL WAY W e a 980 03 SHEET TITLE: EXISTING COMPOUND PLAN PROJECT NUMBER: DATE: 20140 30003 7/03/14 DRAFTER: PROFESSIONAL OF RECORD BEW BEW REVISION NO: 1 SHEET N0: 22"x34" SCALE: 1/2"= 1'-0" 11 "x17" SCALE: 1 /4"= 1'-0" 2' 1' 0' 2' EXISTING COMPOUND PLAN NOTES: 1. EXISTING BRUSH AND GROUND COVER SHALL BE REMOVED AS REQUIRED FOR THE INSTALLATION OF THE VERIZON WIRELESS GENERATOR. NO SIGNIFICANT TREES SHALL BE REMOVED AS A PART OF THIS INSTALLATION. 2. PROPOSED GENERATOR SHALL BE USED FOR EMERGENCY STAND—BY POWER ONLY. 3. PROPOSED GENERATOR SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. z O N rx 8 Go I c W N O a O it a w w Wn J W w �_ s ao I d- c W N O a O Ir w �i W U z n .m PROPOSED 15'-2" VERIZON WIRELESS LEASE AREA PROPOSED 10'-2" FENCED AREA PROPOSED VERIZO? WIRELESS 30kW DIESEL GENERATOR PROPOSED VERIZON WIRELESS 4'-0"x8'-0" CONCRETE GENERATOR PAD \ / rr / ! \ k TrNO ;G;U:R:.. EX S T PS O :T :E ';, : ' l P O\'i [3: 0- 0� SEa :8 8 :R RQ► :PR0!?O AR ANCE::IT©R: A : iMl G R T N0: E:: S 1.B . :SWI E DD G TE: N, t;A i -WITH: : MITIAT1 N Q SE ON EXIST�N 5 �. G 3: .. M�, N :GATE :,r -: :;;; :: :� . .::;.: : :4 m: ri .La :U);' n' �. I: :: :: _: =� :: x� i T :: I�. A M - S A IE�11AY .� — =�:: :: :: : :®; = iiy:. 4vioi�. r:y�r: �rwpry:yiy:: :. EXI�S rN'.G: Tt�: P R P ER ,LINE:: PROPOSED LANDSCAPING CONSISTING OF 3-GALLON SHRUBS PLANTED AT 3'-0" OC MIN PROPOSED 5'-0" LANDSCAPING BUFFER PROPOSED 8'-0" CEDAR FENCE WITH SOUND NOISE MITIGATION PROPOSED 4'-0" MAN GATE WITH NOISE MITIGATION X x x x EXISTING VERIZON WIRELESS ICE —BRIDGE WIT H 1 H YBRID AN D 18 1 5 8 � CO AX CABLES EXISTING VERIZON WIRELESS 12'-6" FENCED COMPOUND EXISTING TELCO PEDESTAL EXISTING SIGN 91 X 'AU LT I I I I I Iw z -I w w O IOf w 10 z Cn x w I I I I PROPOSED VERIZO N WIRELESS ATS MOU NTED TO EXISTING H-FRAME v �a . EXISTING CHAIN LINK FENCE WITH GREEN VINYL SLATS AND BARBED WIRE (PAINTED GREEN) 1� % n EXISTING VERIZON WIRELESS 9 0 x10 0 CONCRETE I EQUIPMENT PAD I "� EXISTING VERIZON WIRELESS PAD MOUNTED EQUIPMENT CABINET (TYP OF 4 dV 4r d I I -.., _ I I EXISTING 3 —4 MAN GATE rs 0 g I I f 3� � x � E ISTING e LANDSC P A ING I �, o TYP a � — Cn cn w w z O N_ Of w > z F- Cn x w 0 z D O w O C) 0 w O z w w O I I I EXISTING ADJACENT PROPERTY LINE -- ••:::••• 3dPdPpR 2Y'.•53.43t:..... K3ti0:44N t3R{3R eghll�3 AR ti:v.J.3 I.33333SSSYSS�SSR �.:::K SSS4sR CLIENT: V�19�OI1 wireless IMPLEMENTATION TEAM/CLIENT: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS 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 DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. I REV DATE DESCRIPTION 6 1 PROJECT: 8/01 /14 1 REVISED PER NOISE STUDY 7/11 /14 1 ISSUED FOR REVIEW SEA SW32 OTH ST 2105 SW 320TH ST FEDE RAL WAY WA 98 003 SHEET TITLE: PROJECT NUMBER: DATE: 2014030003 7 03 14 DRAFTER: PROFESSIONAL OF RECORD BEW BEW REVISION NO: SHEET NO: 22"x34" SCALE: 1 /2"= 1'-0" 11"x17" SCALE: 1/4"= 1'-0" 2' 1' O' 2' PROPOSED COMPOUND PLAN 1 2 A-2 NOTES: CLIENT: 1. EXISTING BRUSH AND GROUND COVER SHALL BE REMOVED AS REQUIRED FOR THE INSTALLATION OF THE VERIZON WIRELESS GENERATOR. NO SIGNIFICANT TREES SHALL BE <:- REMOVED AS A PART OF THIS INSTALLATION. 2. PROPOSED GENERATOR SHALL BE USED FOR EMERGENCY STAND-BY POWER ONLY. 3. PROPOSED GENERATOR SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. very mmmwohwireless MOX EXISTING VERIZON WIRELESS ICE -BRIDGE WITH (1) HYBRID AND PROPOSED 8'-0" IMPLEMENTATION TEAM/CLIENT: (18) 1-5/8" 0 COAX CABLES CEDAR FENCE WITH NOISE MITIGATION AM EXISTING VERIZON WIRELESS Ly PAD MOUNTED EQUIPMENT N X Nn CABINET (TYP OF 4) PROPOSED LANDSCAPING _ CONSISTING OF 3—GALLON SHRUBS PLANTED AT EXISTING LANDSCAPING 3'-0* OC MIN DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL TREE TYP DRAWINGS 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 DRAWINGS ARE ` SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND *, ` � W SPECIFI CATIONS REMAIN THE PROPERTY OF LYNX Z CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE �; ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. EXISTING CHAIN LINK FENCE WITH GREEN VINYL SLATS AND BARBED H. WIRE (PAINTED GREEN) o w co W N oD o a _.v °� WAS,',' As ,I 1� �o 51134 w 4 O�LaSSECISIER��SSlw j0NAL ! EXISTING GRADE 22"x34" SCALE: 3/4"= 1'-0" REV DATE DESCRIPTION 11 "x17" SCALE: 3/8"= 1'-0" 2' 0' 2' PROPOSED ELEVATION 2— — — EXISTING VERIZON WIRELESS ICE -BRIDGE WITH (1) HYBRID AND - - (18) 1-5/8" 0 COAX CABLES 2 8/01 /14 REVISED PER NOISE STUDY 1 7/1 1 /14 ISSUED FOR REVIEW EXISTING VERIZON WIRELESS PAD MOUNTED EQUIPMENT PROJECT: CABINET (TYP OF 4) SEA EXISTING LANDSCAPING � TREE TYP SW 320TH ST xx 2105 SW 320TH ST f f FEDERAL WAY, WA 98003 EXISTING CHAIN LINK FENCE WITH SHEET TITLE: GREEN VINYL SLATS AND BARBED A, t` WIRE (PAINTED GREEN) EXISTING AND PROPOSED >: < ELEVATIONS PROJECT NUMBER: DATE: py' EXISTING 2014030003 7/03/14 GRADE DRAFTER: PROFESSIONAL OF RECORD BEW BEW REVISION NO: SHEET NO: 22"04" SCALE: 3/4"= 1'-0"A-3 11 "x 17" SCALE: 3/8"=1 ' —0" 2' is, 0' 2' EXISTING ELEVATION 1 CLIENT: NOTES: 1. SOUND BARRIER SHALL HAVE A MINIMUM WEIGHT OF 2.0LB PER SQUARE FOOT AND BE INSTALLED BETWEEN THE 1'-0" AND 6'-0" GRADE LEVEL OF THE FENCE. THE FOLLOWING PRODUCTS MAY BE USED FOR THE SOUND BARRIER: a. 3/4" PLYWOOD PER PLAN b. 16—GUAGE SHEET METAL c. 1 /2" HARDIPANEL VERTICAL SIDING VerIMWireless d. 1 /2" HARDIBACKER e. DUROCK 1 /2" CEMENT BOARD IMPLEMENTATION TEAM/CLIENT: SOUND BARRIER AND SOUND 2. SOUND ABSORBING MATERIAL SHALL HAVE A MINIMUM NOISE REDUCTION COEFFICIENT (NRC) OF 0.55 AND BE ABSORBING MATERIALS INSTALLED LINED ALONG THE INSIDE OF THE SOUND BARRIER. THE FOLLOWING PRODUCTS MAY BE USED FOR THE I BETWEEN VERTICAL POSTS BETWEEN SOUND ABSORBING MATERIAL: 3/16 TYP ! 1 '-0" AND 6'-0" GRADE LEVEL 4x4 HSS POST a. 1 " THICK SEALED AIR STRATOCELL TECHNOLOGY, (503) 624-8646) WHISPER ON 1 " VERTICAL FURRING STRIPS (AVAILABLE FROM SOUND EXISTING SURFACE TO BE REPAIRED TO ORIGINAL FINISHED CONDITION OR BETTER GRADESEEM ' 10'—Y LONG b. 1" THICK POLYESTER ON 1" VERTICAL FURRING STRIPS, F—SORB (AVAILABLE FROM FORREST SOUND low lum E- ` `,f PRODUCTS, (425) 881 —1 1 1 1) LATCH PER MANUFACTURER'S c. 2" THICK QUILTED FIBERGLASS ABSORBER, SOUND SEAL QFA (AVAILABLE FROM FORREST SOUND PRODUCTS, (425) 881-1 1 1 1) f"� / . . ` _ ' �'`,�\ _ HINGES PER MANUFACTURERS j£` f F /� SPECIFICATIONS d. 1 TO 1 .5 THICK LOW DENSITY FIREPROOFING SPRAY OR VERMICULITE AND PORTLAND CEMENT SPRAY �/ ' UTILITY ��/°�� M o SPECIFICATIONS (TYP OF 3) I F`�,f ��` • PYROK ACOUSTEMENT 40 • CAFCO SOUND —SHIELD 40 ;CAUTIONARY /�/` %/ \TAPE � ° • GRACE MONOKOTE MK-6 Z \ �� / \' �':� COMPACTED BACKFILL WITH DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR SATISFACTORY NATIVE OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN 'F 3. ALL DEVIATIONS FROM THE ABOVE APPROVED MATERIALS MUST BE APPROVED BY THE ENGINEER. 4. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. I -\`/ s \ �X IMPORTED SOIL APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE 99 sm { f _ 0 5. ALL MATERIALS SHALL BE SUITABLE FOR OUTDOOR USE, PER THE MANUFACTURERS RECOMMENDATIONS. N�%�' //` / -�— - • ��--� �\��\� SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX 2x6x3/16" STEELS '� i, UNDISTURBED ���/� ---�J- CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. FRAME , Z2" 0 POWER CONDUIT o I I ,.Jj/�%��,��j/ /' D �r ., , O 48 x18 CONCRETE PIER 1 0 CONTRO//`a'� !�//a�' L POWER `S of CONDUIT CONDUIT ,. to COMPACTED SAND e 51134 SIONAL E� REV DATE DESCRIPTION 22"x34" SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 2222"04" NOISE M1TIt%.3*'*ATION NOTES 411 SCALE: NOT TO SCALE CONDUIT TRENCH 3 11 "x17" SCALE: NOT TO SCALE MAN GATE 11 "x17x34" SCALE: NOT TO SCALE "x 17" SCALE: NOT TO SCALE PER PLAN 5'-0" MAX 3/16" SEAL WELDED POST CAP — — — STAINLESS CABLE TENSION BOTH GATES LOCK AND MANUFACTURER'S LATCH PER SPECS 4x4 HSS POST 10'-3" 2x6x3/16" STEEL TUBE RAIL AS APPROVED BY LONG AT 8'-0" OC MAX AT TOP AND BOTTOM — — — WIRELESS CARRIER L2x3x1/4" WELDED — — — TO FENCE POST E # I E 1 /2'0 BOLT 2 8/01 /14 REVISED PER NOISE STUDY ( 4x4 HSS POST (TYP OF 2) /y 1 7/1 1 /14 ISSUED FOR REVIEW 10'-3" LONG E E d SOUND BARRIER AND SOUND PROJECT: / HINGES PER MANUFACTURERS SPECS (TYP OF 6) ,j /off ABSORBING MATERIALS INSTALLED BETWEEN VERTICAL POSTS BETWEEN ,'� £,r� 1'-0" AND 6'-0" GRADE LEVEL SEA i I °O " f. f � f 3/ 1 6 o0 , .. ,F', - SW 320TH ST SOUND BARRIER AND SOUND ABSORBING MATERIALS INSTALLED RAIL ATTACHMENT 1 x6 PT WOOD BOARDS WITH 2—#10 STAINLESS SELF —TAPPING 2105 SW 320TH ST f BETWEEN VERTICAL POSTS BETWEEN `'� £` �,� �� SCREWS TO EACH RAIL 1 �` FEDERAL WAY, WA 98003 TYP' 1'-0" AND 6'-0" GRADE LEVEL 3/16;. Q I GRADE LEVEL GRADE LEVEL ! SHEET TITLE: 2x6x3/16" GALVANIZED �( I AI �..� •. �,`.,I I x CONSTRUCTION STEEL FRAME DROP PIN I .;, I I,a,. • .. 48'x18"0 CD'` s>I I:° •.$ I` I � •�.1 I•� H : o �� � ' 1 ._ Ie' .ma) I CONCRETE PIER D ETAI LS ID CONCRETE PIER �� o Ln Ln PROJECT NUMBER: DATE: s _I 2014030003 7/03/14 DRAFTER: BEW PROFESSIONAL OF RECORD BEW 1 —6 GRAVEL FILL REVISION NO: SHEET NO: INSIDE VIEW 2 A-4 22"x34" SCALE: NOT TO SCALE DOUBLE SWING GATE 2 22"x34" SCALE: NOT TO SCALE "x NOT TO SCALE WOOD FENCE 1 11 "x 17" SCALE: NOT TO SCALE 11 17" SCALE: 1 1 #5 REBAR @ 12" OC EACH WAY TOP AND BOTTOM 12" THICK CONCRETE GENERATOR PAD (4000 PSI) NOTES: 1. THE CONTRACTOR SHALL INSTALL THE GENERATOR 3/4" CHAMFER PER MANUFACTURER SPECIFICATIONS. 2. THE CONTRACTOR SHALL INSTALL EXPANSION /—FINISH GRADE ANCHORS PER MANUFACTURER SPECIFICATIONS. CLIENT: � I ' f' \� tren /1wireless \ \ \\ 8'-0" CONCRETE PAD � ° ' �°/'�� IMPLEMENTATION TEAM/CLIENT: AL Aw 2'-6" 2'-6„ 1,_0„ MAW 8'-0" 00 -� a 2'-1 1/2" 7 1/2" F---------------=.-- ------ — -----a- ---T— r� I 0 4' €sr. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL a a " a° DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR .; _ I a \ OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK 00 a,w I a a \ �i SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN • \ I a ELECTRICAL STUB o APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE . I """ o UP AREA Q SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND ` , 00 a, z 0 0-- SPECIFICATIONS REMAIN THE PROPERTY OF LYNX .4 4I _ w CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE • a _ OUTLINE OF I G a . ' w ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF GENERATOR\� �. U THIS PROJECT. 1, ELECTRICAL STUB •- OVERHANG I �, a • " 4 �, / " z UP AREA o N �' 2 -1 1 2 i Le V o I c a a 4 U zry a I cA, 4. 0 o 4. I " 3/4 0 HILTI KWIK BOLT � d "' 4 . " < TZ SS 316 WITH 4-1/2" ' „1 "• EMBEDMENT (TYP OF 6): • 4 �` u . I a O", a, p 5 co 4 of wash r F a 4 a I---------- 4-----= -- ---------�—�"-- -- - ------ — rj �54 j11G��'C� 4 a a 4, a 1" a C .s 3" a v 3 . ° a V°';� cr sR� 1134 4 13/16 0 MOUNTING OUTLINE OF CONCRETE ss F • - 4' HOLES (TYP OF 6) GENERATOR BASE GENERATOR ZONAL PAD #5 REBAR @ 12" OC EACH WAY TOP AND BOTTOM 12" THICK CONCRETE GENERATOR PAD (4000 PSI) REV DATE DESCRIPTION 11 "x34» SCALE: NOT TO SCALE 22"x34" SCALE: NOT TO SCALE CONCRETE GENERATOR PAD 5 11 "x 17" SCALE: NOT TO SCALE GENERATOR MOUNTING 4 11 x 17 SCALE: NOT TO SCALE NOTES: 1. SIGNS SHALL BE MOUNTED ON DIESEL FUEL TANK. 2. ALL SIGNS SHALL BE UV —RESISTANT FOR OUTDOOR USE. 0.0 18" MIN Ly N 3. ALL SIGNS SHALL HAVE A MINIMUM 5 YEAR GUARANTEE WITHOUT SHOWING — — — ANY SIGNS OF FADING OR DEGRADATION. 4. ALL SIGNS SHALL HAVE ROUNDED CORNERS WITH PRE —DRILLED HOLES AND WEATHERPROOF PRESSURE SENSITIVE ADHESIVE BACKING FOR MOUNTING. — — — 5. ALL SIGNS SHALL BE PROVIDED PER THEIR SPECIFIC REQUIREMENTS, UNLESS FENCE OTHERWISE SPECIFIED DUE TO SIZE RESTRAINTS OR LOCAL DEMANDS. a DIESEL FUEL NO SMOKING NO OPEN FLAMES 22"x34" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 2/3 ROOTBALL OR 18" MINIMUM DIESEL SIGNAGE 22"x34" SCALE: NOT TO SCALE 11 "x 117" SCALE: NOT TO SCALE I QUIRED ON 2 8/01 /14 REVISED PER NOISE STUDY STALL VERTICAL ,IK TO STAKES P OF 3 STAKES) 1'-6" 01 1 7/11/14 ISSUED FOR REVIEW 01 PROJECT: FINISHED GRADE WEED BARRIER (6 SEA MIL POLYPROPYLENE) SW 320TH ST P YNTHETIC NATP OVE.URAL /. P 2105 SW 320TH ST NN,//\\/i��//\�// FEDERAL WAY, WA 98003 4" OF 1-1/4" MINUS CRUSHED ROCK TOP LAYER COMPACTEDTO 95% SHEET TITLE: 2" OF 1 /4" MINUS CRUSHED ROCK UNDER LAYER \\ \\ \ 6" OF ENGINEERED FILL \ COMPACTED TO 95% UNDISTURBED SOIL CONSTRUCTION PIT "REE L/\IIL) I II YV J\I UJI./IL PLANTING PIT 2X ROOTBALL SIZE "" SCALE: NOT TO SCALE TREE PLANTING DETAIL 2 11 "x17" SCALE: NOT TO SCALE COMPOUND SURFACING I 1 DETAILS PROJECT NUMBER: 2014030003 DATE: 7/03/14 DRAFTER: PROFESSIONAL OF RECORD BEW BEW REVISION NO: SHEET NO: 2 A-5 li .NE] ■o ■KI ■o AC CONNECTION AREA DC CONNECTION AREA m ME] 1"ll 0 22 7/8 1 1/2 26 � 30 (HINGED 9 30 (HINGED 7 1 /2 DOOR; BOTH DOOR; BOTH SIDES) SIDES) 0 0 ELECTRICAL STUB -UP AREA •1 T 12 e 1 O \ 0 O O OVERCRANK O LOW OIL PRESSURE O OVER/UNDER O LOW COOLANT 0.- SPEED LEVEL O OVER/UNDER O SMEM LEAKS VOLTAGE / HIGH COOLANT 0 TEMPERATURE O LOW FUEL / 7 1 /2 MALFUNCTION INDICATOR LED'S (SCALE: 1 OX) 1 • • . t-- --m • r� • I (110 1/8) 84 72 42 C 10-27-10 SPILL/FILL LOCATION CHANGED JTG B 09-22-10 RELEASED TO SALE AND PRODUCTION JTG A 05-12-10 INITIAL RELEASE TO SALES AND ENGINEERING ABW REVISION DATE REVISION DESCRIPTION INITIALS 34 (TYP.) f--12 DOOR DRIP CAPS BATTERY CHARGER MANUAL HOLDER 5 GL SWILL/FILL BOX SUGGESTED RUPTURE BASIN E-VENT EXIT LOCATION - 210 GL DW UL LISTED WAS H I N GTO N STATE CODE COMPLIANT SUB -BASE FUEL TANK 125% CONTAINMENT WITH STUB -UP AREA 76 N" 013/16 MTG. HOLES (6 PLCS) to ene��y ills olarrl«3 S Pfi MIV OF WW OHM =PAW Mn &AV K Un OUR li oolla= wm mm MM RM fffaM POMEiI maaDot'l PROS IN IM Kim tlooFiC, = wr = = oleo mm =a mm as omm lim Nl walls w m mum& 42 NOTES: DWG. #.VER30.JC6DT4(4024TF)CQE- MS- 15 1) SOUND LEVEL: 67 DBA @ 23 FT. (TO BE DETERMINED) 2) GEN-SET IS OFF -SET 1 7/8" TO LEFT SIDE OF BASE/ENCL. 3) ENCLOSURE &EXHAUST SYSTEMS ARE NOT SHOWN ON TOP VIEW 5 3/8 GEN-SET INFORMATION ENGINE: 4024TF270 ENCLOSURE: CQE-729 GENERATOR: 361 PSL BREAKER: 125 AMP RADIATOR:73808(SRF4024) TANK: 108-2653 RADIATOR AMBIENT: 50C MUFFLER: 3 1 /2 CRITICAL DUCT FLANGE: NA TRAILER: NA CONTROL PANEL: DGC-2020 ISOLATORS: PADS BASE: 108-2653 mo REMOVABLE ACCESS PANEL DIMENSIONAL LAYOUT DRAWN TO SCALE MODEL: VER30_JC6DT4 ALL DIMENSIONS ARE IN INCHES DATE: 05-12-10 DRAWN BY: ABW DWG. #-vER30.JC6DT4(4024TF)CQE-MS-15 ELECTRICAL NOTES 1. GENERAL 1.1. ALL ELECTRICAL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA STANDARDS, NEC STANDARDS, LOCAL UTILITY REQUIREMENTS, AND WIRELESS CARRIER'S STANDARDS. 1.2. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 1.3. THE CONSTRUCTION DOCUMENTS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BEND, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE SITE CONDITIONS. 1.4. ARRANGE CONDUIT, WIRING, EQUIPMENT AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS AS REQUIRED BY NEC. CAREFULLY EXAMINE ALL CONSTRUCTION DOCUMENTS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED AS —BUILT DRAWINGS FOR ACCEPTANCE. 1.5. DURING PROGRESS OF THE ELECTRICAL INSTALLATION, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT, AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. 1.6. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 1.7. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. 1.8. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT. 2. MATERIALS AND METHODS 2.1. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE USED, PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWNER. 3. CONDUCTORS AND CONNECTORS 3.1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS —LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7 (TYPES THHN OR THWN-2). INSULATION SHALL BE RATED FOR 90'C. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. 3.2. FOR COPPER CONDUCTORS #6 AWG AND SMALLER USE 3M SCOTCH—LOK OR T&B STA—KON COMPRESSION TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN #6 AWG USE SOLDERLESS, IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION C—CLAM CONNECTORS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS. 3.3. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE, PRIOR TO APPROVAL FROM THE ENGINEER MUST BE OBTAINED. 4. RACEWAYS AND BOXES 4.1. ALL CONDUIT SHALL BE UL LABELED. 4.2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. 4.3. SEAL AROU ND CONDUI TS AND AROU ND CONDUCTORSWITHIN CONDUITS ENTERING THE BUILDING WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO THE BUILDING/SHELTER. 4.4. SILI CONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO THE EXTERIOR OF THE BUILDING. 4.5. SHEET METAL BOXES SH ALL CONFORM TO NEMA 0S1 AND CAST —METAL BOXES SHALL CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. NOTES: 1. EXISTING BRUSH AND GROUND COVER SHALL BE REMOVED AS REQUIRED FOR THE INSTALLATION OF THE VERIZON WIRELESS GENERATOR. NO SIGNIFICANT TREES SHALL BE REMOVED AS A PART OF THIS INSTALLATION. 2. PROPOSED GENERATOR SHALL BE USED FOR EMERGENCY STAND-BY POWER ONLY. 3. PROPOSED GENERATOR SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PROPOSED POWER CONDUIT - FROM PROPOSED GENERATOR TO PROPOSED ATS EXISTING VERIZON WIRELESS TELCO CABINET MOUNTED TO EXISTING H—FRAME EXISTING VERIZON WIRELESS POWER METER MOUNTED TO EXISTING H—FRAME PROPOSED POWER CONDUIT FROM PROPOSED ATS TO EXISTING SERVICE DISCONNE EXISTING VERIZON WIRELESS — SERVICE DISCONNECT MOUNTED TO EXISTING H—FRAME r� EXISTING VERIZON WIRELESS BREAKER PANEL MOUNTED �°� TO EXISTING H—FRAME �T PROPOSED 4'-O" MAN GATE WITH NOISE MITIGATION PROPOSED VERIZON WIF 4'-0"x8'-0" CONCRETE GENERATOR PAD PROPOSED VERIZON WIRELESS 3OkW DIESEL GENERATOR PROPOSED 8'-0" CEDAR FENCE WITH NOISE MMGAnON ,.JPOSED LANDSCAPING CONSISTING OF 3-GALLON SHRUBS PLANTED AT 3'-0' OC MIN 0 x x(L c0 D x EXISTING 3'-4" MAN GATE ` " Ae , "I"sp-g %, A�. 559'g � - I PROPOSED VERIZON F WIRELESS ATS MOUNTED> O / TO EXISTING H-FRAME � J \ �� v�� 7" ve e \ c X X—,—r;F-- - # 0 R a 0 a 0 a a D � PROPOSED POWER CONDUIT FROM PROPOSED ATS TO EXISTING BREAKER PANEL 'I . � . 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I ...................... � ...................... .......................................... � ........ � ........................................................................... .. .................... 1 ......... � .. .. ........ .... ....... PROJECT NUMBER: • .: • : • .. :I: 20140300 03 DRAFTER: , ..... . , . .... .. .'.... BEW ; ... ; : :1.1.1.1. :. :.. ;• : .. REVISION N0: .........•........................................................................:_......................._...........1.........._.._..............................._...' DATE: 7/03/14 PROFESSIONAL OF RECORD BEW SHEET NO: E - I Call Before You Dig 22"x34" SCALE: 1 /2"= 1'-0" 11 "x 17" SCALE: 1 /4"= 1 ' -O" 2' is 0' 2' PROPOSED ELECTRICAL PLAN I 1 GROUNDING NOTES 1. ALL GROUNDING SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NFPA STANDARDS, NEC STANDARDS, LOCAL UTILITY REQUIREMENTS, AND WIRELESS CARRIER'S STANDARDS. 2. THE CONTRACTOR IS RESPONSIBLE FOR SEQUENCING GROUNDING AND UNDERGROUND INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 3. ALL METALLIC OBJECTS SHALL BE GROUNDED. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 4. ALL OUTDOOR CONNECTIONS TO BE EXOTHERMIC CADWELD, INTERIOR CONNECTIONS CAN BE A PROPERLY APPLIED CRIMP TYPE UNLESS OTHERWISE SPECIFIED. 5. DO NOT INSTALL ANY GROUNDING ELEMENTS OUTSIDE OF THE CARRIER'S LEASE AREA. 6. ALL GROUNDING CONNECTIONS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7, MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS TO EARTH. 8. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT AGENT SUCH AS NO-OX, NOALOX, PENTROX OR KOPR-SHIELD. 9. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID BARE TINNED COPPER UNLESS OTHERWISE INDICATED. 10. ALL GROUND CONNECTIONS SHALL BE AS SHORT, STRAIGHT AND DIRECT AS POSSIBLE. MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS SHALL BE 8" WHEN BENDING IS NECESSARY. USE OF 90' BENDS IN THE PROTECTION OF GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. BENDS SHALL NOT EXCEED 90` IN ANY CIRCUMSTANCE. 11. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 12. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE POINT'. 13. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC WELDED (CADWELD). 14. GROUND RING SHALL BE LOCATED A MINIMUM OF 2'-6" BELOW GRADE OR 6" BELOW THE FROST LINE, WHICHEVER IS GREATER. 15. INSTALL GROUND CONDUCTORS AND GROUND ROD A MINIMUM OF 1'-0" FROM EQUIPMENT PAD, SHELTER FOUNDATION, SPREAD FOOTING, OR FENCE. 16. ALL CONNECTIONS TO THE EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, UNLESS CONNECTING DIRECTLY TO A GROUND ROD. 17. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8"0 AND 10'-Q" LONG AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 2'-6" BELOW FINAL GRADE OR 6" BELOW THE FROST LINE, WHICHEVER IS GREATER. 18. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP AND HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. 19. GROUND BUS BARS SHALL NOT BE FIELD MODIFIED. 20. ALL GROUND BAR CONNECTIONS SHALL BE 2-HOLE LUG COMPRESSION TYPE. 21. ENSURE ALL MECHANICAL CONDUCTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 22. PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. HARDWARE SHALL BE STAINLESS STEEL THROUGHOUT. 23. CONNECTIONS TO THE GROUND BUS BAR SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS BAR ARE PERMITTED. 24. TOWER SHALL BE GROUNDED PER MANUFACTURER'S RECOMMENDATIONS. AT A MINIMUM, THE TOWER SHALL BE GROUNDED IN TWO LOCATIONS. 25. ALL EXTERIOR METALLIC CONDUITS, PIPES, AND CYLINDRICAL OBJECTS SHALL BE BONDED TO THE GROUND CONDUCTOR WITH A PENN-UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP, OR A BURNDY GAR 3900BU SERIES CLAMP ONLY. SUBSTITUTIONS WILL NOT BE ACCEPTED. 26. ALL GALVANIZED SURFACES DAMAGED BY THE EXOTHERMIC WELDING PROCESS SHALL BE REPAIRED USING A ZINC RICH PAINT. NOTES: 1. EXISTING BRUSH AND GROUND COVER SHALL BE REMOVED AS REQUIRED FOR THE INSTALLATION OF THE VERIZON WIRELESS GENERATOR. NO SIGNIFICANT TREES SHALL BE REMOVED AS A PART OF THIS INSTALLATION. 2. PROPOSED GENERATOR SHALL BE USED FOR EMERGENCY STAND-BY POWER ONLY. 3. PROPOSED GENERATOR SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PROPOSED 4'-0" MAN GATE WITH NOISE MITIGATION PROPOSED GROUND PROPOSED GROUND ROD TYP INSPECTION WELL`\ EXISTING LANDSCAPING SHRUBS I x i i EXISTING VERIZON WIRELESS H-FRAME MOUNTED EQUIPMENT PROPOSED #2 AWG SOLID '_',.,,..,...,,..eNNED COPPERGROUNDRING..:....,.,... ............................. .....MAN„ LATE.°.'....,.,. 1 PROPOSED VERIZON WIRELESS 30kW DIESEL GENERATOR 1 .... .." 1 .. i........ 1....i. 1 .............'.'.`................'.'.'.'.'.`...'.'.'.'.'.'.'.`.'..'.'.'. _...... DOUBLE'.`SWING. GATE . 1 WITH:. NOISE' MITIGATION." ..:...............:.....:.......`.....:.;,,.,,,.. 1 .'.....'.'.'.'.'.'.'.'.'.'.'.'.'.................'.........'. �EXISTING" 1 ASPHALT'.. . .'.' DRIV.EWAY,.. , . . 1 1 ............................... '.'.'.`.',`.'.'. 1 PROPOSED GENERATOR TO BE CONNECTED TO PROPOSED GROUND' '.' -'.*.'•','.'.'-'.'.'.'- RING (TYP OF 2 LOCATIONS) ......:':':':':':':':':':':':'.:':':`.'. PROPOSED FENCE TO BE CONNECTED TO PROPOSED GROUND ♦ 1 RING (TYP OF EACH POST) ................................ PROPOSED 8'-0" CEDAR FENCE WITH NOISE MITIGATION m PROPOSED LANDSCAPING CONSISTING OF 3—GALLON SHRUBS PLANTED AT 3'—O" OC M I N u VerIVwireless IMPLEMENTATION TEAM/CLIENT: LyNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS 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 DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. I REV DATE DESCRIPTION 2 1 8/01 /14 1 REVISED PER NOISE STUDY 1 1 7/1 1 /14 1 ISSUED FOR REVIEW PROJECT: SEA SW 320TH ST 2105 SW 320TH ST FEDERAL WAY, WA 98003 SHEET TITLE: GROUNDING PLAN AND NOTES PROJECT NUMBER: DATE: 2014030003 7/03/14 DRAFTER: PROFESSIONAL OF RECORD BEW BEW REVISION NO: SHEET NO: Call Before You Dig 22"x34" SCALE: 3/4"= 1'-0" 11 "x1 7" SCALE: 3/8"=1'-0" 2' 1' 0' 2' PROPOSED GROUNDING PLAN 1 1 CLI ENT. vellyMwireless IMPLEMENTATION TEAM/CLIENT: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS 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 DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. D OF WA S�tf� 0 51134 Gis 1 �ssjr REV DATE DESCRIPTION NOT USED 12 - - - 22"x34" SCALE: NOT TO SCALE - - - 11 "x17" SCALE: NOT TO SCALE NOTES: 1. CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF CONDUIT ROUTING. 2. CONTRACTOR SHALL USE SCHEDULE 40 PVC CONDUIT FOR UNDERGROUND CONDUIT PROPOSED VERIZON ROUTING AND GALVANIZED RIGID CONDUIT FOR ABOVE GROUND CONDUIT ROUTING. WIRELESS 30kW EXISTING VERIZON WIRELESS L WITH A DIESEL GENERATOR 200A CIRCUIT BREAKER PANEL WITH A 3. COORDINATE GENERATOR ALARMING OPTION TO ALARM BLOCK WITH VERIZON WIRELESS. 200A MAIN CIRCUIT BREAKER TO REMAIN UIPMENT SHALL BE RATED NEMA 3R. PROPOSED VERIZON EXISTING DISCONNECT WIRELESS - - - 4. ALL EXTERIOR ELECTRICAL EQ WIRELESS 3R 200A, SERVICE DISCONNECT SWITCH 5. CONTRACTOR SHALL PROVIDE A PERMANENT SIGN, RED IN COLOR STATING LOCATION OF 2-POLE, 120/240V ATS TO REMAIN ALTERNATE POWER SOURCE. LETTERING SHALL BE CONTRASTING TO THE RED BACKGROUND GENERATOR AND BE A MINIMUM OF 1/2" TALL AND SHALL BE PERMANENTLY AFFIXED SOURCE 200A-2P O 2 8/01/14 REVISED PER NOISE STUDY ELECTRICAL PANEL SUBJECT TO BACK FEED FROM THE ALTERNATE POWER OUTPUT CIRCUIT BREAKER TOR SHALL PROVIDE A PERMANENT SIGN, RED IN COLOR STATING THE 1 7/11/14 ISSUED FOR REVIEW 6. CONTRACTOR GENERATOR "200A-120/240V VERIZON WIRELESS ATS". LETTERING SHALL BE CONTRASTING TO G CONTROLLER RED BACKGROUND AND BE A MINIMUM OF 1 /2" TALL AND SHALL BE PERMANENTLY PROJECT: AFFIXED TO THE ATS. EXISTING VERIZON PROPOSED (2) 1 P-20A CIRCUIT WIRELESS POWER SEA BREAKER: (1) FOR ENGINE METER TO REMAIN BLOCK HEATER AND (1) FOR BATTERY CHARGER SW 320TH ST 2105 SW 320TH ST FEDERAL WAY, WA 98003 SHEET TITLE: a a a a. > > > Q- > PROPOSED 3/4-0 CONDUIT WITH FROM PROPOSED GENERATOR GROUND UGP —J ELECTRICAL TO PROPOSED GROUND ROD - UGP UGP UGP UGP a D ETAI LS UGP UGP UGP UGP UGP UGP UGP PROPOSED 2"0 CONDUIT WITH (3) #3/0 AND (1) #6G FROM PROPOSED ATS TO UGP UGP U U UGP UGP UGP UGP UGP EXISTING SERVICE DISCONNECT PROJECT NUMBER: DATE: PROPOSED 1 "0 CONDUIT WITH (20) 18 AND PROPOSED 2"0 CONDUIT WITH (3) 2014030003 7/03/ 14 #3/0 AND (1) #6G FROM PROPOSED (1) ALARM CONDUCTOR FROM PROPOSED GENERATOR TO PROPOSED ATS DRAFTER: PROFESSIONAL OF RECORD GENERATOR TO PROPOSED ATS (GENERATOR BEW BEW START/STOP AND ALARM CONTROLS) PROPOSED 2"0 CONDUIT WITH 10 AND (3) #3/0 AND (1) #6G FROM REVISION N0: SHEETNO: PROPOSED 1 "o CONDUIT WITH (2) JPROPOSED ATS TO EXISTING (1) #10G FROM PROPOSED GENERATOR TO CIRCUIT BREAKER PANEL EXISTING CIRCUIT BREAKER PANEL (BATTERY 2 E-3 CHARGER AND BLOCK HEATER) GENERATOR RISER DIAGRAM 1 22"x34" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE CLIENT: EXOTHERMIC WELD PARALLEL, NO -T- (90') WELDS ALLOWED EXTERIOR GROUND RING, #2 AWG SOLID BARE TINNED NO SLAG OR DEFORMITIES ALLOWED COPPER CONDUCTOR ................... .......... ...... veryZq wireless 5, IMPLEMENTATION TEAM/CLIENT: MINIMUM BENDING INSPECTION RADIUS 24" TYPICAL WELL GRADE LEVEL 7777�' GROUND TESTING (D LOOP z FILL INSPECTION WELL WITH AM III 1IL AV m Nk AW IM AW L V� A 3/4" CRUSHED STONE OR JUMPER, #2 AWG 7 APPROVED EQUAL TO SOLID BARE TINNED EXOTHERMIC WELD X WITHIN 8" OF TOP �' COPPER CONDUCTOR C) cn 0 FROM GROUND RING , \j° z TO GROUND RODa= fi EXTERIOR GROUND RING, #2 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL 3: AWG SOLID BARE TINNED DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR 1 0-i COPPER CONDUCTOR EXOTHERMIC WELD OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN c", Li m FROM GROUND RING 22"x34" SCALE: NOT TO SCALE "x TYPICAL GROUNDING CONNECTION 16 APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND TO GROUND ROD 11 17" SCALE: NOT TO SCALE SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF GROUND THIS PROJECT. LEVEL X —IF GROUND LINE TO BE A MIN 5/8"x10'-0" LONG COPPER OF 2'-6" BELOW GRADE CLAD GROUND ROD OR 6" BELOW FROST LINE, EXOTHERMIC GROUND RING, #2 AWG WHICHEVER IS DEEPER WELD SOLID BARE TINNED D WA s� ? COPPER CONDUCTOR OV OF) ------GROUND ROD Id 51134 - 5/8"0x10'-0" LONG ON ONAL COPPER CLAD STEEL ROD REV DATE DESCRIPTION 22"x34" SCALE: NOT TO SCALE GROUND ROD INSPECTION WELL 15 221""x3074"" SCALE: NOT TO SCALE GROUND ROD 4 11"x17" SCALE: NOT TO SCALE 1SCALE: NOT TO SCALE NOTES: NOTE: 1. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER SPECIFICATIONS FOR THE ALL FENCE POSTS WITHIN 6'-0" OF PREPARATION OF WELDING SURFACES AND THE INSTALLATION CADWELDS. EQUIPMENT SHALL BE GROUNDED 9 FENCE POST 2. ALL GROUNDING CONNECTIONS OF COPPER TO COPPER AND COPPER TO STEEL CONDUCTORS OF #8 AND LARGER SIZED CONDUCTORS SHALL BE CADWELD EXOTHERMIC WELDED CONNECTIONS. CONDUCTOR SPLICED WITH A CADWELD EXOTHERMIC WELDED CONNECTION SHALL BE CONSIDERED AS A CONTINUOUS CONDUCTOR. 3. ALL GROUNDING CONNECTIONS TO EQUIPMENT SHALL USE 2—HOLE BOLTED LUGS. WHEN THE CONDUCTOR IS #8 OR LARGER, THE LUG SHALL BE JOINED TO THE CONDUCTOR BY THE CADWELD PROCESS, OTHERWISE USE COMPRESSION LUGS. FINISH GRADE < ' �/ � / i ,,� �` / � � 2 8/01/14 REVISED PER NOISE STUDY CONNECTIONS: / / f � I I 1 7/11/14 ISSUED FOR REVIEW CABLE TO CABLE 2 AWG TINNED SOLID PROJECT: y #2 AWG TINNED SOLID- BARE COPPER WIRE BARE COPPER WIRE TO GROUND RING EXOTHERMICALLY WELDED 5/8 "x 10'— 0 " SEA TO EXTERIOR GROUND RING GROUND ROD SW 320TH ST TYPE TA TYPE XA TYPE PT 2105 SW 320TH ST 22"x34" SCALE: NOT TO SCALE FENCE GROUNDING 3 11"x17" SCALE: NOT TO SCALE CABLE TO GROUND ROD CONNECTIONS- FEDERAL WAY, WA 98003 NOTE: ALL FENCE POSTS WITHIN 6'-0" OF SHEET TITLE: EQUIPMENT SHALL BE GROUNDED FENCE POST GATE EXOTHERMIC WELD TO FENCE POST (IF SUITABLE) o GROUNDING TYPE GR TYPE GR TYPE GT TYPE GT TYPE GY TYPE NC FINISH GRADE (ONE SHOT) (ONE SHOT) D TAI LS IRON CONNECTIONS: .,,GATE JUWER \#2 AWG ELDING CABLE TO STEEL OR CAST \\,.�\'\ i , I 41 #2 AWG TINNED SOLID COPPER WIRE — EXTEND TO OPPOSITE FENCE POST PROJECT NUMBER: 2014030003 DATE: 7/03/14 5/8 "x 10'— 0 GROUND ROD DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: SHEET NO: TYPE VS TYPE VS TYPE VB TYPE W TYPE VN TYPE GL #2 AWG TINNED SOLID I (STEEL SURFACE) (STEEL PIPE) COPPER WIRE CADWELD TO EXTERIOR GROUND RING 22"x34* SCALE: NOT TO SCALE CADWELD (EXOTHERMIC WELD) 12 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE GATE G R 0 U N D I N G 1 11"x17" SCALE: NOT TO SCALE 1