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Plans (19) k9 - (V--0( :ora riif___:eft INFRASTRUCTURE P A RTNERS :# a1[il j 4111111110 -74--v'7f Q ¶4 v',> V ( :ssaappy V � RECEIVEL E�, at&t ^ # '!t1' �I =PLANS PREPARED BY: ,� OCT 302015 - [ I D.r.n A. INC [ :117,uaacicid CITY OF TIGARD ' ,�`i ---......••' Your Your world. Delivered. BUILDING DIVISION 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 r')MVI"ie1NOD ~TCTOD'HO 1 CrIAV, A:J.11 WOODINVILLE,WA 98072 PHONE:425 487 1732 ��V 91.1.AO AID WR WW.CORNERSTONE-ENGCOM �7 • =PROJECT INFO:: GENERAL INFORMATION PD81 GREENBURG PD81 1.PARKING REQUIREMENTS INCLUDE ASSIGNED TECH PARKING 2.TRAFFIC IS UNAFFECTED. GREENBURG 3.SIGNAGE IS PROPOSED 10250 SW NORTH DAKOTA STREET N *a -Ur �,I l;, `" ;) 10250 SW NORTH DAKOTA STREET LEGAL DESCRIPTION TIGARD, OR 97223 i_ $rR 1 TIC:ARD,OR97223 SEE:THEFT A-1 FOR LEGAL DESCRIPTION WASHINGTON COUNTY " - WASHINGTON COUNTY F/A 10034024 Date: _ ��-�l�—lg -_ —ISSUED FOR:_. i: [E. CONSTRUCTION VICINITY MAP GENERAL LOCATION MAP PROJECT TEAM DRAWING INDEXJURISDICTI—_REV::DATE:—ISSUED FOR. BY:___ DWG DESCRIPTIO A 1028 19 ELEVATIONOSCREOEN NG DRA $ RTH s,,ar,o ° °a.m. �•. APPLICANT: PROPERTY OWNER: 8 — i' NEW CINGULAR WIRELESS,LLC. PASCLIZZI INVESTMENT LLC T-1 TITLE SHEET N " 19801 SW 72ND AVENUE 10250 SW NORTH DAKOTA STREET G-1 GENERAL NOTES 10-22-19 REVISED REDS DRA �.wa „,,„t„ �: TUALATI ,OR 97062 TIGAROR 97223 ' C-1 TOPOGRAPHIC SURVEY&EXISTING CONDITIONS 07-02-19 REVISED REDS LJ N D ,� .ti+d r rr�x • MAP L� F'E DRA 4'sw s N -'��^ ,w. .�. Poer w,G PROJECT CONSULTANT: PROJECT MANAGER: C-2 TOPOGRAPHIC SURVEY&EXISTING CONDITIONS sw d w,,, �'`"4, 1*. ^'i ' VELOCITEL,LLC BRIAN FLORES MAP OS-29-19 REVISION LJS 9 ,”" .... -_.". 4004 KRUSE WAY PLACE,BLDG 4004,SUITE 220 (503)780-2847 A-1 SITE PLAN - �. w. SW c��»»��. - '•,.�.. LAKE OSWEGO,OR 97035 bfloreslwelocitel.com A-1.1 ENLARGED SITE PLAN —DRAWN BY:—CHK.: APV.: SITE LOCATION (503)699-3050 A-2 WEST ELEVATION r 4 4 ' ....W�" SITE ACQUISITION: �z�` - $ L DRA MWO MWO �"° 1 v: .� NORTH ELEVATION & °"' ". DANRRENT ISSUE , IS ¢� PROJECT ENGINEER' DUTTON A 3 EQUIPMENT DETAILS CU DATE: s,', mKn oe.wa3 F`SW 90 aBS s' `/� ter+... FA CORNERSTONE16928 WOODINVILLE--REDMONDRD N E STE 210 (503)75 8ltel com107-4:98:1 9 S F m,-r �.,, RING,INC @6 3888 A 3.1 CONSTRUC ION DETAILS r M ddutton veto ' A-3.2 CONSTRUCTION DETAILS L c " f oa.e kn.wwa '1/4WOODINVILLE,WA 98072 A-3.3 CONSTRUCTION DETAILS CL.ICENSURE:— `°' a/' MARK W OLSON,P.E. ZONING: A-3.4 CONSTRUCIEION DETAILS ,eN SITE LOCATION (425)487-1732 DAN DUTTON A-4 SIGNAGE DETAILSFF 9' a s "�. .� (503)756-3888 v oacw "'�'"�wa ` _' A-4.1 SIGNAGE DETAILS 65*-,,S)e.,--------.1PRCI ENER s� b A,". m.�9a s..a 9, y ddutton@velociteLcom �— A-4.2 SIGNAGE DEJAILS ��j'//J E � E r '''' ' "„q ”" a" RF-1 ANTENNA PLAN&SCHEDULE F%y' �i "9`" CONSTRUCTION COORDINATOR: g F '57,- ate. — E-1 UTILITY ROUTING PLAN&DETAILS /\ . PIA.S[ s,,. , d, MARK LINES 4, t I'' (541)864-0818 E-1.1 ONE LINE DIAGRAM OREGOZNoon t' E-2 GROUNDING PLAN Q�Iv. o-' S Do.c, EI "P+w„ mlines@velocitel.com E-2.1 GROUNDING NOTES&SCHEMATIC;2\. 7EXPIC ATIDN DATE:12131(20 -- - E-2.2 GROUNDING DETAILS 5' APPROVAL/SIGN OFF OF DRAWINGS DRIVING DIRECTIONS L-1 LANDSCAPING PLAN L-2 LANDSCAPE NOTES&DETAILS3 _JURISDICTIONALAPPROVAL:— FROM NEW CINGULAR WIRELESS PCS,LLC.IN REDMOND,WA: ESC-1 EROSION SEDIMENT CONTROL PLAN CONSULTANT DATE SIGNATUREESC-2 GENERAL NOTES TAKE RAMP(RIGHT)ONTO WA-520 ESC-3 DETAILS '— PROJECT MANAGER EXIT TO SOUTHBOUND 1-405 _. TAKE RAMP(RIGHT)ONTO 1-5 CONSTRUCTION MANAGER ENTERING OREGON SITE ACQUISITION AT EXIT 294,TURN OFF ONTO RAMP - v 'vv vv v vvv v�'v BEAR RIGHT(WEST)ONTO OR-99W[SW BARBUR BLVD] LANDLORD'S REPRESENTATIVE TAKE RAMP(RIGHT)ONTO OR-217[BEAVERTON-TIGARD HWY) PROJECT DESCRIPTION =PROPRIETARY INFORMATION: AT EXIT 5,KEEP RIGHT ONTO RAMP _ TURN LEFT-(SOUTH)ONTO SW GREENBURG RD CONSTRUCT A NEW WIRELESS COMMUNICATION FACILITY DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY TURN RIGHT(SOUTH-WEST)ONTO SW TIEDEMAN AVE,THEN CONSISTING OF THE THE ADDITION OF A 100.0'MONOPOLE, ALL DIMENSIONS AND ADVISE CONSULT ANTS OF ANY CARRIER DATE SIGNATURE IMMEDIATELY TURN RIGHT(WEST)ONTO SW NORTH DAKOTA ST PROJECT INFORMATION (9)PANEL ANTENNAS(3 PER SECTOR),(12)RRH'S(4 PER RRROOR Nc a EBSSIO NE ED B ALL PREVIOUS THE IST ESVISIONOF THIS ARRIVE 10250 SW NORTH DAKOTA ST,PORTLAND,OR 97223 SECTOR),(2)SURGE SUPPRESSION UNITS,(2)FIBER CABLE, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS PROJECT MANAGER SITE IS NORTH ON EXISTING BUILDING (4)POWER TRUNKS,(1)ELEVATED VERTIV WIC EQUIPMENT IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE CODE INFORMATION: PARCEL NUMBER: SHELTER MOUNTED ON A 10'-0"x10'-0"CONCRETE SLAB&A OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS 193.9 MILES ZONING CLASSIFICATION:I-P(INDUSTRIAL PARK) 13135CB-00200 STRICTLY PROHIBITED.CONSTRUCTION MANAGER 193.9 POWER 15kW NATURAL GAS GENERATOR MOUNTED 3 HOURS,6 MINUTES BUILDING CODE:2014 OREGON STRUCTURAL SPECIALTY ON A 3'-6"x5'-0"CONCRETE SLAB WITHIN A 28'-0"x15'-2" .C:IPAWING TITLE: CODE AMENDMENTS(IBC 2012) AREA OF PARCEL: RF ENGINEER ±186,500 SQ.FT,(±4.51 ACRES) (LEASE AREA)CHAIN-LINK FENCED ENCLOSURE.ADD II CONSTRUCTION TYPE:11-B LANDSCAPE ON EAST 8.NORTH SIDES.WOOD SCREENING INTERCONNECT OCCUPANCY:GROUP U FENCE @UTILITY HEFL'\ME. TITLE SHEET H- FRAME. CITY OF TIGARD PROJECT AREA: �\ OPERATIONS PROPOSED BUILDING USE:TELECOMM ±425 SQ.FT.(LEASE AREA) A j�� L5\/6\, DRAWING NUMBER. COMPLIANCE UTILITY COMPANIES SITE LOCATION(BASED ON NAD 83): NEW IMPERVIOUS AREA: LATITUDE: 45°26'19.75"N(45.438819) ±0 SQ.FT.(EQUIPMENT ARE,4) ��/� POWER COMPANY: FIBER COMPANY: LONGITUDE: 122°46'54.82"W(-122.781894) I REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH PGE(NICK MORROW) TO BE DETERMINED TOP OF STRUCTURE: ±100.0'AGL(PROPOSED MONOPOLE) REDLINE NOTE AS DRAWINGS ARE BEING REDLINED (503)570-4491 BASE OF STRUCTURE: 169.3'AMSL(1A-10/2017) - (.:EI JOB NUMBER: NSB 19-53004 r- GENERAL NOTES: 26. GENERAL&SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS(WHERE APPLICABLE).PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS.RECOMMENDED MANUFACTURER A/C AIR CONDITIONING MAX MAXIMUM 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF SHALL BE:PANDUIT CORP.METAL LOCKING TIES MODEL NO.MLT4S-CP UNDER SERIES-304(OR 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR AGL ABOVE GRADE LEVEL MECH MECHANICAL DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED EQUAL).PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA,WA. REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL METAL OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MFR MANUFACTURE INFRASTRUCTURE LABOR,MATERIALS,EQUIPMENT, REQUIREMENTS NECESSARY TO COMPLETE DESIGN CRITERIA: 2. STRUCTURAL HFIELDEFABRICATION IBOLTS, BLDG BUILDING MANAGER P A RTNERS PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. STRENGTH BOLTING,EXPANSIONND THREADED EXPANSION ANCHORS))SHALL BE BLKBLOCKING MIN MUM BASED ON THE A.I.S.I.°SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS 2. PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL STRUCTURAL STEEL FOR BUILDINGS"LATEST EDITION.SUPERVISION SHALL BE IN ACCORDANCE B.O.S. BOTTOM OF STEEL FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. SPECIALTY CODE AMENDMENTS(2014 OSSC) WITH 2012 IBC CHAPTER 22,BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. N/A NOT APPLICABLE I. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEILING NIC NOT IN CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE DESIGN LOADS: RESULTS. CLR CLEAR N.S. NEAR SIDE ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS, DESIGN DATA FOR CITY OF TIGARD: CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE OMISSIONS,OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONC CONCRETE =PLANS PREPARED BY: ► ARCHITECT/ENGINEER VERBALLY AND IN WRITING. -ROOF SNOW LOAD 25 psf CONST CONSTRUCTION O.C. ON CENTER TYPE OF MEMBER CONT CONTINUOUS O.D. OUTSIDE DIAMETER >A 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION -BASIC WIND SPEED 120 MPH(3 SEC GUST) 0/H OVERHEAD ICS AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.CONTRACTORS BIDDING THE JOB A. WIDE FLANGE SHAPE ASTM A992,Fy 50 KSI DBL DOUBLE ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR -WIND EXPOSURE B B. OTHER SHAPE.PLATES AND ROD ASTM A36,Fy 36 KSI DIA/0 DIAMETER PLCS PLACES SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND C. PIPE COLUMNS ASTM A53,Fy 35 KSI DIAG DIAGONAL PLYWD PLYWOOD IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL CODE COMPLIANCE: D. STRUCTURAL TUBING ASTM A500,Fy 46 KSI DN DOWN PROJ PROJECT 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 BEAR THE RESPONSIBILITY OF NOTIFYING(IN WRITING)THE ARCHITECT/ENGINEER OF ANY E. ANCHOR BOLTS ASTM A307 DET DETAIL PROP PROPERTY WOODINVILLE,WA 98072 CONFLICTS,ERRORS,OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL.IN F. CONNECTION BOLTS ASTM A325 DWG DRAWING PSF POUNDS PER SQUARE FOOT PHONE:425.487.1732 THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE PSI POUNDS PER SQUARE INCH W W W.CORNERSTONE-ENGR.COM WORK,UNLESS DIRECTED OTHERWISE. CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-13. EA EACH PT PRESSURE TREATED NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE EL ELEVATION 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT CODES. S. ALL WELDING SHALL BE IN CONFORMANCE WITH AI.S.I.AND AWS STANDARDS AND SHALL BE ELEC ELECTRICAL RAD RADIUS =PROJECT INFO: DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PERFORMED BY W.A.B.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PREQUALIFIED EQ EQUAL REQ REQUIRED MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES FOR COORDINATING ALL BUILDING/DWELLING CODE 2014 OREGON RESIDENTIAL SPECIALTY CODE(2014 ORSC) WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE 60 REINFORCING BARS(IF EQUIP EQUIPMENT RM ROOM PORTIONS OF THE WORK UNDER THE CONTRACT. STRUCTURAL CODE 2014 OREGON STRUCTURAL SPECIALTY CODE(2014 OSSC) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY RO ROUGH OPENING PD81 MECHANICAL CODE 2014 OREGON MECHANICAL SPECIALTY CODE(2014 OMSC) REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES.WELDING EXT EXTERIOR 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO ELECTRICAL CODE 2014 OREGON ELECTRICAL SPECIALTY CODE(2014 OESC) WITHIN 4"OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE SCH SCHEDULE MANUFCODES OR ORDINANCESEROAKE PRECEDENCE. ENERGY CODE2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE,(2014 OEESC SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL SAFETY CODE }014 OREGON FIRE CODE(2014 OFC) FOR MATERIAL REQUIREMENTS OF WELDED BARS. FFIN FINISH SHT SHEET LUOR FLUORESCENT SIM SIMILAR GREEN BU RG 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE SHOWN ON FLR FLOOR SPEC SPECIFICATION 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS REQUIREMENTS ARE THE PLANS.PROVIDE MINIMUM SECTION PROPERTIES INDICATED.ALL COLD-FORMED STEEL F.S. FAR SIDE SF SQUARE FOOT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR NOT REQUIRED IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE. FRAMING SHALL CONFORM TO THE A.I.S.I."SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT SS STAINLESS STEEL 10250 SW NORTH DAKOTA STREET SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND STEEL STRUCTURAL MEMBERS." STL STEEL LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS. CONCRETE NOTES: GA GAUGE STRUCT STRUCTURAL TIGARD,OR 97223 AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3/4"DA.)AND SHALL AVE A GALV GALVANIZED STD STANDARD WASHINGTON COUNTY 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR SQ FT SQUARE FOOT 7. GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION GRNC GROUND SQ IN SQUARE INCH _ DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE 2. CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"DIA.ASTM A307 BOLTS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED ISSUED FOR:- • BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET IS A VALID CONTRACT DOCUMENT UNLESS NOTED OTHERWISE. CONSTRUCTION"• CHAPTER 19 OF THE 2014 OSSC.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS ONLY IF THE TITLE SHEET IS STAMPED"FOR AND EACH SUCCESSIVE SHEET HORZ HORIZONTAL THK THICK [REV ICONSTRUCTIONFOLLOWS. JBEARS THE ARCHITECTS SIGNED WET STAMP. 9. ALL STEEL WORK SALL BE PAINTED IN ACCORDANCE WITH THE DESIGN&CONSTRUCTION HR HOUR THRU THROUGH TWE Of CONSTRUCTION 28 DAY STRENTHS W/C MINIMUM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A38 UNLESS NOTED OTHERWISE. HT HEIGHT TNNG TINNED 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BEHVAC HEATING VENTILATION TO. TOP OF ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. (ic) RATIO CONTENT 10. ALL WEDS TO BE 1/4°FILLET UNLESS NOTED OTHERWISE. AIR CONDITIONING T.O.S. TOP OF STEEL ::DATE:-ISSUED FOR: BY:- PER CUBIC YARD ' TYP TYPICAL JURISDICTION-NORTH 9. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHALL 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON(ZINC RICH PAINT)OR .D. NSIDE DIAMETER g 10-29-19 DRA APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. A. SLABS ON GRADE 2,500 PSI 5 0.45 5 SACKS APPROVED EQUAL. N NCH UNO UNLESS NOTED OTHERWISE ELEVATION/SCREENING TOPPING SLABS NFO NFORMAT1ON CONCRETE PIERS 10-22-19 REVISED RFDS DRA 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN NSUL NSULATION VERT VERTICAL 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING TOWER/POLE NOTES: NT NTERIOR V.I.F. VERIFY IN FIELD 7 B. ALL STRUCTURAL CONCRETE 4,000 PSI 5 0.45 61/2 SACKS CONSTRUCTION. BC NTERNATIONAL BUILDING CODE • ' EXCEPT WALLS 1. VERIFICATION THAT THE?ROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA ,/� 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, LOADING IS TO BE DONE BY OTHERS. LBS POUNDS W/0 WITHOUT i o` 07-02-19 REVISED RFDS DR/4 C. CONCRETE WALLS 4,000 PSI s 0.45 61/2 SACKS EASEMENTS,PAVING,CURBING,ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK, WP WATER PROOF CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND ON OR ABOUT THE PROPERTY. CEMENT SHALL BE ASTM C150,PORTLAND CEMENT TYPE!!U.N.O. FUTURE ANTENNAS.ANTENNACOAX CABLES ARE TO BE SUPPORTED AND RESTRAINED5 AT THE 05-29-19 REVISION US CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND -i'�� CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH OFFSITE.CONTRACTOR SHALL PROCEDURES OF CONCRETE PLACEMENT. ABBREVIATED ROOFTOP SAFETY E PROCEDURES R PLATE 0 0 0 0 CHAIN-LINK FENCE DRAWN BY:-CHK.: APV.: REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES.SITE SHALLX 0 x 0 CHAIN-LINK FENCE W/BARB WIRE 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITHq CENTERLINE DRA I MWO MWO BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. (WHEN APPLICABLE): 0 0 0 0 WOOD FENCE AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260,C494,C618,C989 AND C1017.TOTAL AIR 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONTENT SHALL BE IN ACCORDANCE WITH TABLE.1904.2 OF THE 2012 IBC. (E) EXISTING T T TELEPHONE CURRENT ISSUE DATE: CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE (AS PER"ACCIDENT PREVENTION PROGRAM"-BY PERMISSION OF WREN CONSTRUCTION,INC.-03(01/99) "# DETAIL NUMBER _-_P -P - POWER [LICENSURE: CONSTRUCTION DAWINGS/CONTACT DOCUMENTS, 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT St),GADE 60, (X-#7 SHEET NUMBER10-29-19 fy60,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DAWINGS SHALL BE FALL PROTECTION METHODS AND EQUIPMENT COOUNL CABE GRADE 40,f40,000 PSI.GRADE 60 REINFORCING BARS INDICATED ON DAWINGS TO BE WELDED ROOF TOP INSTALLATIONSCOAX COAXIAL CABLE 14. THE CONTACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID SHALL CONFORM TO ASTM A706.REINFORCING COMPLYING WITH ASTM A615(51)MAY BE WELDED DISTURBING NORMAL BUSINESS. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES 1. FOR WORK BEING PERFORMED WITHIN 25'OF AN UNPROTECTED ROOF EDGE,THE CONSTRUCTION 15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING SPECIFIED IN A.W.S.014 ARE SUBMITTED. SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND SPEC IAL INSPECTIONS: oo.PI E CLIENT AS ADDITIONAL INSURED,AND CLIENT PROOF OF LICENSE(S)AND PE&PD INSURANCE. ACTIVITIES OF THE CONSTRUCTION WORKERS. y'C ENG 1 NEER SSE. 6. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH SPECIAL INSPECTIONS IN ACCORDANCE WITH OSSC 2014 SECTION 1704.3. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. ACI 315 AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS ORA 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(I.E.,BACKING UP TOWARD '' - MINIMUM OF 2'-0".PROVIDE CORNER BARS AT ALL.WALL AND FOOTING INTERSECTIONS.LAP A ROOF EDGE,ETC.)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE ON THE SAME ROOF /74538PE� r. 17. CAUTION!CALL BEFORE YOU 0101 BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0".LAP ADJACENT MATS CIF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. SOILS/GEOTECHNICAL: _ IIS ,// WELDED WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. OSHORING INSTALLATION AND MONITORING ' SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF 3, CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6'OR LESS OF AN UNPROTECTED 48 HOURS PRIOR TO CONSTRUCTION.DIAL 811. mOBSERVE AND MONITOR EXCAVATION OREGON n 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. ROOF EDGE,REQUIRES WORKERS TO USE SAFETY LINE. PLACEMENT 2� 2a�Cr OVERIFY SOIL BEARING psf BEARING �q 9, 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,GRADE 60,fy=30,000 4. SAFETY LINE SHALL BE MINIMUM'''"DIAMETER NYLON,WITH A NOMINAL TENSILE STRENGTH OF OSUBSURFACE DRAINAGE k W O „ ALONG WITH REDLINED CONSTRUCTION SET. PSI 5400 LBS. OVERIFY FILL MATERIAL AND COMPACTION 19. CONTACTOR TO DOCUMENT ALI CHANGES MADE IN THE FIELD BY MARKING UP(REDLINING)THE ❑VERIFY CONDITIONS AS ANTICIPATED EXPIRATION DATE:12/31/20. APPROVED CONSTRUCTION SEI-AND SUBMITTING THE REDLINED SET TO THE CLIENT UPON 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. (PILE PLACEMENT(AUGER CAST/DRIVEN PILE) COMPLETION. SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. ❑OTHER =JURISDICTIONAL APPROVAL:-' 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF 20. FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: ROOF,BUT NOT BEYOND. REINFORCED CONCRETE: WALK. -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. CO REINFORCING STEEL AND CONCRETE PLACEMENT 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION -CONCRETE EXPOSED TO EARTH OR WEATHER 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO ❑BATCH PLANT INSPECTION (#6 BARS OR LARGER) 2° OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. ❑SHOTCRETE (#5 BARS OR SMALLER) 1 1/2" 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT,MUST BE APPROVED BY CLIENT INSPECTION OF CONSTRUCTION AREA FOR HAZARDS OGROUTING CONSTRUCTION MANAGER. -CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND USE OF AN INSPECTION CHECKLIST ❑OTHER (SLABS,WALLS AND JOISTS)(#11 BARS AND SMALLER) 3/4" INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE (BEAMS,COLUMNS)(PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS) 1 1/2" REPORTING AND DOCUMENTING ANY HAZARDS STRUCTURAL STEEL: PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE GENERAL CONTRACTOR SHALL REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION ❑FABRICATION AND SHOP WELDS =PROPRIETARY INFORMATION: TAKEN COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. RECEIVING AN UNBIASED REVIEW OF ONES OWNPOSTING RESULTS OF INSPECON AND ANYION WORK AREA BY ANOTHER COWORKER SAFETY ERECTION AND FIELD WELDS AND BOLTING INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. REPRESENTATIVE ❑OTHER DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION ORALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION STRUCTURAL ALUMINUM: THEDNFORMAT ON CONTAINED N THIS SET OF DOCUMENTS (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATEWING ARE SUPERSEDED BY THE LATEST REVISION. RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT FINAL FRP SHROUD IS SIMULATING(IN IT IS PLACED(3,000 PSI MINIMUM). REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, ❑FABRICATION AND SHOP WELDS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE APPEARANCE)DESIGNATED EXISTING EXTERIORTHATBUILDINGTHE FACADE FMRP SHROUD ROUS TEXTURES,IMUAND EQUIPMENT INSTALLERS,AND TOWER/ROOF TOP CONTACTORS/SUBCONTRACTORS ❑ERECTION AND FIELD WELDS AND BOLTING OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK 14. ALL EXPANSION ANCHORS TO BE HILT."BAND.ADHESIVE ANCHORS REQUIRE TESTING TO 29 CFR 1926.500-SCOPE,APPLICATION,AND DEFINITIONS ❑OTHER STRICTLY PROHIBITED. FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. 29 CFR 1926.501-DUTY TO AVE FALL PROTECTION CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 19 CFR 1926.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES DRAWING TITLE: PHOTO SIMULATIONS.SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, STRUCTURAL MASONRY: CONSTRUCTION COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. , . ['CONTINUOUS [[- GENERAL NOTES 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE CALL TWO WORKING DAYS OPERIODIC ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR TO ory BEFORE YOU DIG! 0 OTHER ,_ .- SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE 0",,pDRAWING NUMBER. PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB-RESULTING FROM AN .° 811 OTHER: UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING"AS-BUILT DRAWING SET"-HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/EMBEDDED STEEL ♦\ J /'� X-RAY,- REBAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE NATIONAL UTILITIES UNDERGROUND LOCATE /V�WEN -I (V,lj PROVISIONS FOR PROCEDURES(INCLUDED IN BID)FOR ALL PENETRATION AREAS WHERE ccc r:: cccTen svcoRmncr°RtslwTul ANCHORING TO CONCRETE: ANCHORING OCCURS. TRENCHING aCCoROMCE.1Tr°°RRENTOSK,STANDAR°s mBOLTS INSTALLED IN CONCRETE ELECTRIC-RE° SE .GREEN °M..,EEE°w SURVEY-PINK ❑POST-INSTALLATION ADHESIVE ANCHORS TELJCR, °"""E '"°`°s`°• V'R"E ""'ER.R`°` ❑POST-INSTALLATION MECHANICAL ANCHORS CEI JOB NUMBER: NSB 19-53004 • - CELLULAR SITE PORTION OF NW1/4 OF SW1/4 CF SEC. 35, T. 1 S., R. 1 W., W.M. LEGAL DESCRIPTION: PART OF SECTION 35,TOWNSHIP 1 SOUTH,RANGE 1 WEST OF THE WILLAMLI I t MERIDIAN,IN THE CITY OF TD,WASHINGTON COUNTY,OREGON, DESCRIBED S FOLLOWS: INFRASTRUCTURE CALL TWO WORKING DAYSP A R T N E R S BEFORE YOU DIG! BEGINNING AT A POINT 3694.29 FEET WEST OF NORTHEAST CORNER OF THE JOHN L.HICKIJN , 811 DONATION LAND CLAIM,SAID POINT BEING 50 FEET WESTERLY OF WHEN MEASURED AT RIGHT ANGLES .^^-- TO,THE ORIGINALLY LOCATED CENTER UNE OF THE NATIONAL UTILITIES UNDERGROUND LOCATE SOUTHERN PACIFIC COMPANY'S RIGHT OF WAY; _ ! \ THENCE SOUTH 19°30'30"EAST PARALLEL WITH PLANS PREPARED BY• saerr ''''-'wau1reu 7R'''.i."w.T.RRIATru-1.-"..... THE CENTER LINE OF SAID RIGHT OF WAY.207.49 \ 15 w.mumosw+ FEET TO A POINT 35 FEET WESTERLY OF,WHEN \ \ SW CORNER DAVID C. ¢Ecmw-Rco SEWER a.wac-YELLOW SUM.-ceu.0rv-ORn00E i _ _ _ _ GRAHAM DONATION LAND w+ora+en-w..rre WAVER.WOE MEASURED AT RIGHT ANGLES TO,THE LOCATED Cpy�ry�ga,*,CTIVE _ _ - '- - - - - _ -' - -- - - \ \ CLAIM:FOUND 3'BRASS CENTER LINE OF THE OREGON ELECTRIC RAILWAYS �'� E H a i n e c n i..o. r.c \ DISC W/PUNCH IN CASE. STATE MAP: CONNECTION TO THE SOUTHERN PACIFIC •-- SW NORTH DAKOTA ST COMPANY'S TRACK;THENCE ALONG A LINE 20'00 ry S 87°51'53"E 384,26 - - '[-- � �^""" PARALLEL WITH AND 35 FEET WESTERLY FROM THE 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 r '- - \ - \ �-jF A CENTER LINE OF SAID CONNECTION AS FOLLOWS, Wt;IODINVILLE,WA 96072 i S 87°51'53"E 357.44' Wit " ALONG CURVE TO THE RIGHT(RADIUS 783.64 FEET) PHONE:425.487.1732 \ ig� (THE CHORD OF WHICH BEARS SOUTH 3'58'30" PHONE: EAST 227.82 FEET)TO A POINT;THENCE ALONG A CURVE1 \ TO THE RIGHT(RADIUS 1257.57 FEET) HE CHORD Of WHICH BEARS SOUTH 8'02'10" \ 1 WEST 72.56 FEET)TOA POINT;THENCE LEAVING0" -'PROJECT INFO:, I \ \ SAID PARALLEL LINE,WEST 430.93 FEET TO,APOIM PD81 Z ` A IN THE WEST LINE OF THE PARCEL OF LAND ....1.A / litirp CONVEYED TO THE BEAVERTON AND WILLSBURG \ RAILROAD COMPANY BY INVESTMENT CO.BY DEED ... O \ DATED SEPTEMBER 18,1907 AND RECORDED GREENBURG NOVEMBER 1,1907,IN DEED BOOK 77,PAGE 361, -el Z \ ..Mm RECORD OF DEEDS OF SAID WASHINGTON COUNTY; 1-mm THENCE NORTH ALONG THE WEST LINE OF SAID 10250 SW NORTH DAKOTA ST -A 73 'VICINITY MAP:' I PARI::EL OF LAND,495.0 FEET TO THE NORTHWEST P\Z, \ -".-° - ._ R CORNER OF THE SAID PARCEL OF LAND 353.49 FEET TIGARD,OR 97223 D ` ,ma""ac - _ er ,,," TO THE POINT OF BEGINNING. WASHINGTON COUNTY 9 EXCEPTING THEREFROM THAT PORTION THEREOF _ ,� SITE LOCATION-- DESCRIBED IN DEDICATION DEED RECORDEDJUNE FOR:= l 3 \ n E - 30,1!882 AS RECORDING NO,82016431. T:F, MAP&TAX.NO. FINAL SURVEY \_,...75 mo-_ Fr-ISSUED J A m \ ''°'�' - (PER TICOR TITLE COMPANY TITLE REPORT NO. $ia`' 1 S 135 CB-00200 \ - --tee r 3626'1707072,DATED DECEMBER 7,2017 A7 8:00 AM.) c 196,5001 S.F. \ ° 1 t _REV::DATE:=ISSUED FOR:_�_."BY. I �+ 4.511 AC. D=15°24'34" ` \ / .ems,--.G . �, R=763.sa' \ !� s 3 10-22-19 REVISED CLIENT LOGO L=210.76'- y • I g' / ///' ice_ r ADDED VISION X \ G z 2 05-24-19 CLEARANCE AREA \,/ / \ / \ SURVEY REFERENCES: " EASEMENTS OF RECORD: /kl A 01-31-19 ADDITIONAL TOPO \ (Rt)RECORD OF SURVE✓,CS 26025, THE FOLLOWING EASEMENTS HAVE BEEN (P.2)RECORD OF SURVEY,CS 11102. DISCLOSED BY HEREIN REFERENCED TIME REPORT: / \ / (R3)PLAT OF DAKOTA MEADOWS,VOL.118/13-15. 01-03-18 FINAL SURVEY \ \ (R4)PRELIMINARY SURVEY OF SITE PD81 GREENBURG 3.EASEMENT FOR WATER LINE GRANTED TO CITY / / BY DUNCANSON,C,DATED 6/25/13,SHEET SV1. OF(PLOTTED TIGARD,RECORDING NO:2000-095862. e / \ \ (R5)WASHINGTON COUNTY ASSESSORS MAP (PLO TED HEREON) DRAWN BY:=CHK-: APV.: \y tS 1 35CM. D=04°55'41° /1//' \ 4.EASEMENT FOR WATER LINE GRANTED TO CITY [ -- JRS MWOJRSR=1027.00' \ OF TIGARD,RECORDING NO:2000-095863. M1;URRENT ISSUE DATE:L=88.33'--� \ ,�. (PLOTTED HEREON) r REBAR d CAP /A�P/ \ \\ 7.NCTICE OF SUPPLEMENTAL FINAL ORDER,AND L� 10-22-19 _ /// JUDGMENT IN FAVOR OF AT&T FOR MAINTAINING- - 404.41' / \ \ \ AND EXPANDING CABLE,RECORDING NO. -LICENSURE: N 87°51'53"W ,y NOTES: 2008-093292.BEING A 16.5 FOOT WIDE EASEMENT ., THROUGH SETTLEMENT CORRIDOR. REGISTERED 1. ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA (NO METES&BOUNDS LEGAL DESCRIPTION IS PROFESSIONAL 1.1=02°52'49"_„.........„1 / \ LEVEL(AMSL)ELEVATIONS REFERENCED TO THE CONTAINED IN SAID DOCUMENT.THE APPROXIMATE LAND SURVEYOR I(� R=1027.00' NAVD 88 DATUM. LOCATION IS SHOWN HEREON BASED UPON FIELD j ,\ L=51.63'- / 2. RECORD BEARINGS HAVE BEEN ROTATED TO LOCATION OF FIBER OPTIC MARKERS) '� ��/ \ HEREIN REFERENCED NAD 83 MERIDIAN. ✓� ,0///72../ FOUND 5/B" 3. SURVEY MONUMENTS SHOWN HEREON WERE \ REBAR 8 CAP / VISITED ON 12/15/17. MAY 14.OREGONZ013 CS 26025 / / RAYMOND EARL SLATE ` \ R=375.0004" �, / 85845PL5 / 2S• RENEWS:6/30/2020 a� L=179.89' / =,.IURISDICTIONAL APPROVAL: NG \ FLOOD ZONE"X":AREAS�DETERMINED TO BE OUTSIDE SITE INFORMATION: \ N 44°02'10"E �, /// THE 0.2%CHANCE ANNUAL FLOODPLAIN. \ 12.76'- �,\ / / MAP E:TAX NO. 1 S135C13-00200 / (PER FIRM MAP NO.41067 C0533E,DATED NOV.4,2016.) SITE ADDRESS: 10250 SW NORTH DAKOTA ST. ,f 1 \ FOUND 5/8" TIGARD,OR 97223 r ;; \ REBAR&CAP- / SITE OWNER: PASCUZZI INVESTMENT LLC `14/w111- 11\.‘ w t. ZONING: I-P(INDUSTRIAL PARK) I I \ \ / / TOTAL LOT AREA 196,500s S.F.(4.51i AC.) SCALE:1°=60' ( \ \ / / THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. \ / / / THIS IS A SPECIALIZED TOPOGRAPHIC MAP WITH COORDINATE DATA CENTER PROPOSED MONOPOLE -• PROPERTY LINES AND EASEMENTS BEING A GRAPHIC DRAWING INFORMATION: - 5 60' 120' \ \y/ LATITUDE- 45°26'19.75°N NAD 83 - HAD 83 OSPCS NORTH ZONE I \ / // DEPICTION OF VARIOUS INFORMATION GATHERED FROM PRELIMINARY TITLE REPORTS,DOCUMENTS OF RECORD, .LONGITUDE- 122°46'54.82"W NAD 83 DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY MAPS AND AVAILABLE MONUMENTS FOUND DURING THE GROUND ELEV= 169.3 FEET NAVD 88 ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY IERRORS AND OMISSIONS.ALL PREVIDU:;i ISSUES OF THIS / / / FIELD SURVEY.NO PROPERTY MONUMENTS WERE SET. NO TITLE RESEARCH WAS PERFORMED BY DRAWING ARE SUPERSEDED BY THE LATEST REVISION. BOUNDARY MAPi \ / / THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS \ / / CORNERSTONE ENGINEERING INC. TREE LEGEND: TREE TYPES IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE \ / SURVEY EQUIPMENT: DECIDUOUS AL ALDER OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS v AP BI APDL STRICTLY PROHIBITED. TOTAL STATION:TOPCON OFT 3003. I / / AL15/2 CCE E CEDAR iDRAWING TITLE: GPS UNIT:CHC NAVIGATION CHCX90D-OPUS STATIC / GPS RECEIVER.. I �'-TRUNK SIZE(IN) DF FIR TOPOGRAPHIC SURVEY& / / / DRIP -TREE TYPES(Fr) DS DECIDUOUS EV EVERGREEN EXISTING CONDITIONS MAP I // /// EVERGREEN HE HEMLOCK LLL CORS STATION:STAY • HO HOLLY DRAWING NUMBER:MA MADRONA I- -- - / s DATUM:NAVD 88 / DF1512 HEIGHT AGL MPMA MAPLE ELEVATION:4412' �^1 3 XXX'--(IF MEASURED) OK OAK L_ - / 0 SHRUB/BUSH PI PINE / BENCHMARK DISCLAIMER:ELEVATIONS ESTABLISHED AT SU SPRUCE THIS SITE ARE REFERENCED TO THE ABOVE NAMED CORS TREE DRIP LINES ARE TO SCALE.TRUNK DIAMETERS STATION.NO EFFORT WAS MADE TO CHECK FOR LOCAL WERE APPROXIMATED AT 3.5'TO 4.0'ABOVE GROUND _ BENCHMARKS.THE ELEVATIONS ARE ACCURATE WITHIN LEVEL TREES SHOWN ARE FOR REFERENCE ONLY AND CEI JOB NUMBER: 17-35028 ti THE FAA TOLERANCE REG/VESTED FOR THIS PROJECT. OTHER TREES AND VEGETATION MAY EXIST. ` CELLULAR SITE PORTION OF NW1/4 OF SW1/4 OF SEC. 35,T. 1 S., R. I W.,W.M. . INFRASTRUCTURE 1.,. \ 6P A R T N E R S L. APPROX.LOCATION 15 : FIBER,:(/ PTIC LINE $i'FIBER OPTIC 4MANHOLE t / \ •� -CONCRETE RR XING�I(� WATER LINE EASEMENT OVERHEAD UTILITY1 +• RR RING SIGNAL 8 N REc�No.zooao95e62 a ` Eg gyp) rP \ \\ "` BARRICADE(Trn) I =PLANS PREPARED BY: �._ - -�y _ SW DAKOTA ST - EDGE ASPHALT- / � CONDUrt \ ILITY -e, of cOWN7tsYGfV@ • 20.00'---•4 I _ \ sa`rs 'aea — _ / / \ xFMaz ��, E 1--- - -- — — — — I i ' SII t/IIIIIIIIIIMIJuI iU IIIN OP 1-1-114411 I _ 18928 WOODINVILIE REDMQND RD NE,SURE 270 ' s arsl's9 E 357 44' e ss-- -\ ►. • • SIGN ■ •_r'_ • :1 DF2018 'I ''lJ SCALE:1"=30` WPHONE:425.WATIIOTY SP1112 11 se r I n,n \ \• ` �-SW CORNER DAVID C. Eaaemesa u VDF080B — — — OF1210 VOL 'i *''' 75'8a AGL 1 1 \ GRAHAM DONATION LAND 0, 30' 80' W W W.CORNERSTONE ENGR.COM 3P1118 , DF08104 ,y I I.�i METAL I I \�`a S AVE.HT < s,. - .._ 4- ✓" - 1 5 **1114' CLAIM:FOUND 3'BRASS r FENCE 12 44"OF1R " ' : =PROJECT INFO: /� DF1812 SP1010 VISION.CLEARANCE AREA It.„.. 1 r „E' -v `8.0-14"0 SwPRIX:E TREES.` 15 \ •�,'. DISC WI PUNCH IN CASE. DF2024 .,\\\I�Y/,/ , (TRIPLE) •l~N's� `♦♦ I 15 1 GATE I ' �Y �+ �M I u� .� \ \ S • 11 — — ;. •`' '' - ♦ _I I I /� .fe7„`0'ir.10. �i, APPROX.LOCATION �' OF2016� GATE r__ r \ \�•• 18.5 WIDE AT&T FIBER PD81 SP1112 �s — , r �? \y I�` I �_ ' I I I DIRTOWIll -CHAIN-LnAc >7�'• SPOBOB 11,/'q1�i 811 � \. ,sI.I\ e: \T , ENCE \ 2PTI008-093292 EASEMENT IFN. ot, f, r !IN 1,.� e = _ - 1 B RG CABINET- . £- yu +n+-)\\\�DF1518 / L2'1'..`1'I, . \ \\ \\ SYMBOLS LEGEND GREEN U SF'0912 111"'"1 rV\\/ . .' x-65- — \*.4 ECO BLOCK WALL \ :: N \ _ I i MAILBOX PROPOSED I d\.• 1------------ SII �I\\- sPosoa STAND MONOPOLE \ \\4� UTILITY POLE 10250 S W NORTH DAKOTA ST m� \ or. -\ \ 0TIGARD OR 97223 p `r I \�I SPOT 15'WIDE WATER LINE \ \ FIBER �_ � UTILITY POLE ' .� 4 EASEMENT ITEC.NO. i \\ VAULT;�� \ UTILITY POLE W/LIGHT WASHINGTON COUNTY -.2_ � a-{P,t,"-ti SP0812 2000-085863 �,\ c `�.` `., I '�5`.: , Z \ ® TRANSFORMER fs � . O }}\ '1 , �y aF.-ISSUED FOR: w.3. DS2518 I ,•� POWER METER I t� yet D 25 "-I a \ '\ \ c�, ctry LT FINAL SURVEY J : L f! ,' r x � DF1214 L .\\\\\, �i \ (— GUY ANCHOR -`',zre DF51' t .� • \ M O LIGHT POLE - —REV::DATE:—ISSUED FOR BY:_ AREA LIGHT 1g \ Q 10-22-19 REVISED CLIENT LOGO JRS :'..! 6.3 \ ® TELCO RISER ADDED VISION Proaoa , ,\ `4 1 0 TELCO MANHOLE (2 OS 2419 CLEARANCE AREA JRS I ' \ ` 1 • '•'; CENTERLINE \ O1O FIBER MANHOLE 1� Lh 1 \. 01-31-19 ADDITIONAL TOPO JRS I ;I RR TRACKS L7 FIBER INDICATOR POST CASPwut� / CeuILDING� ' 1\ v" \ FIRE HYDRANT ro 01-03-18 FINAL SURVEY JRS .. : I 14 \ ® WATER VALVE `- / WATER METER DRAWN BY:=CHK.: APV.: 1. t' S �\ \ 0 FIRE DEPT C CHOW I JRS MWO JRS • Jc p I '`\\ ) \ O (IRRIGATION BOX OSE BIB CURRENT ISSUE DATE: fa' '`h 1 MAP&TAX NO. ! DECIDUOUS •t / ® GAS METER 10-22-19 1S135 CB-00200 1 t� / CLUMP 6j TAS•• VALVE _LICENSURE: u1 .. 196,500±S.F. ) + .4 / 1 • CATCH BASIN 4.511 AC. „=15'24'34” / • DRAIN BASIN REGISTERED / \ \ \ R=789.84' ,{� 1=270.78` O STORM MANHOLE PROFESSIONAL • j �# •' '' / ••' /111 / 0 SEWER MANHOLE LAND SURVEYOR /O C BUILDING •r • ® ROOF VENT '+i'� er"� . 7 s .s`t- \ /''4 Zyi,9 ... 'a^(i+i • ROOF VENT OREGON '` 14.2013 DECIDUOUS CLUMP Y' I \ / a / o VENT PIPE w,vEARL � (4)6't STALKS ;;•, +' 1 RAYMOND EARL SLATER . mo I' ik � •,.F I / •yt / KEYPAD ess4spLs ,/DF2020 ,,t I / ♦ / 0 BOLLARD RENEWS:6/94/2020 �"- DF7518 tit // SIGN =JURISDICTIONAL APPROVAL: ! 031512 ± % / / •a.. SATEUTTE DISH -. �I� DF,009 / / :: - III DF1218 -. - \ / •o ,� _a. / / LINETYPE LEGEND Ds1272 .-J •.f ''/ \ / :• 0 0 CHAIN-LINK FENCE . [c3 // -0----0WOOD FENCE i - • t•,,,,71" `// \ / •, II X BARBWIRE FENCE ... (' - : DF2016 ! / \ / X O CHAIN-LINK/BARBWIRE FENCE AL1572 _ \��/_ _ ) zs * * wIREFENCE =DRAWING INFORMATION: A / I _ 8DF2524 RN 4 i ,/Agt / \ / : tr��_�,_.�,_ CHAIN FENCE ��a 44.4"O fifil 1„0,_ ••ir u GUARD RAIL DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY .. ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY Li ti� 744 .+ ,n ,n ni ,,, .,, EDGE ASPHALT ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS i-' t� / \ DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ti a IIIllllllillllllillllilllll ,rir_%,�^+ �. r.�.'� 4 fy,.w,.vvw, TREE/BRUSH UNE r 1�"1� Ha . C — — _ _88- / ia,4t>zCX04;A�MJo- ROCKERY TMS PROPRIETARY TIONNATURE.IN USE OR DLSCL DOCUMENTS ry \ .� OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS DS2518 '4�. f,, • • _ '�'' 4 1,\-- ,,�/ \ LIP UNDERGROUND POWER LINE STRICTLY PROH83ITE0. ?y� � �� _/____ • k• r /I (` / ` F OVERHEAD UTILITY LMES '4,''1(�'^'a yI - / \ �_ /O / ryo UNDERGROUND FIBER UNE DRAWING TITLE: 4'4; Y I / /J J / /��( \ LC UNDERGROUND CABLE UNE �,,��3 1t zr n)Q,`. t • _. - \ ,� / L7 UNDERGROUND TELCO LINE TOPOGRAPHIC SURu'EY& CS •mmmIIIJ I \ / co EXISTING CONDITIONS MAP ' / 1 ( r OVERHEAD TELEPHONE LINE '' I / t:G UNDERGROUND GAS LINE — — — 1 — — a FOUND 5/8" \ ...DRAWING NUMBER: G RF-BAR d CAP-5, \�/ LW UNDERGROUND WATER LINE II r::— --` N 87&1'53"W 'O ��,.,, •,��. \` / p�4'55'41' \ SD UNDERGROUND STORM LINE II I I ,e - - . 404.41' - / R=1027.00' \ OS UNDERGROUND SEWER LINE 19.33' a \� -• / , / // \ �6�� e CEI JOB NUMBER: 17-35028 • THIS IS NOT A SURVEY % ADJACENT ZONING PROPOSED NATURAL GAS STUB UP ALL INFORMATION AND TRUE NORTH PROPOSED HEAVY \ • HAVE BEEN OBTAINED FROM EXISTING (I"6' USE: PARK is \ ADJACENT ZONING DUTY BOLLARD(TYP OF 2) - PROPOSED 17x30 BOTTOMLESS ,� INFRASTRUCTURE _ DRAWINGS AND ARE APPROXIMATE. A3.2 ZONE: MUC FIBER HANDHOLD :� 25 WI INCIDENTAL TRAFFIC LID : USE: COMMUNITY BUSINESS P A RTNERS ZONE: R-12(PD) - --- - -i------1,-------,- -J -- —- - __ - _ \ \ I \ \ 4 — - --------- r r P PROPOSED UTILITY = \ /" - �� '., 6 r —.' - P--' i EASEMENT - . _ _ ' 'm'm-nr�-nr-�n-�n-,n/>O 0., �)"�m-,,,�)„O'' ,° ,,, n, ,,,, , / ..e - -P--- _ ____.,,,„ „, ._ _. 1 SWNORTH DAKO A STS — -- 4 _FLANS PREPARED _ _ _ _ _ _ __.....„,„„,,„„„„ff. ., ,, 41Ru I Ihr, \ \ s<.--_ - / ,1 S 87°51'53”E 357.44' *-- - - '� ` / 18928 WOODINVILLEAEDMOND RD NE,SUITE 210 'key I \ I I r I` r Valk !t' LEGAL DESCRIPTION WOODINVILLE,WA 98072 I -I � I A , A '� \ O \ PHONE:425.487.1732 _ _ �� e--- \� W W W.CORNERSTONE-ENGR.COM I i i I^ — \ \ \ PART OF SECTION 35,TOWNSHIP 1 SOUTH,RANGE 1 WES7 OF _ N I I I I "-.A y \‘).,i \ T,% * \ THE WILLAMt I I t MERIDIAN,IN THE CITY OF TIGARD, y - - .---- i �ryt \ .! =PROJECT INFO: ,�� L �_ \ \", \ WASHINGTON COUNTY,OREGON,DESCRIBED AS FOLLOWS: - PD81 I -66 'rjvil�i - \ \ 1 �.".,. BEGINNING AT A POINT 3694.29 FEET WEST OF NORTHEAST I "� T ■ \��\ 1 '�� CORNER OF THE JOHN L.HICKLIN DONATION LAND CLAIM,SAID I PROPOSED UTILITY J I \o \ % \ POINT BEING 50 FEET WESTERLY OF WHEN MEASURED AT RIGHT EASEMENT \ \ \� �\ ',G ANGLES TO,THE ORIGINALLY LOCATED CENTER LINE OF THE GREENBURG 16,-- �� / (E)VISUAL © ` \ _ \ \\� m fa SOUTHERN PACIFIC COMPANY'S RIGHT OF WAY;THENCE SOUTH '\ CLEARANCE AREA 2 t�'p \ 19°30'30"EAST PARALLEL WITH THE CENTER LINE OF SAID RIGHT 10250 SW NORTH DAKOTA STREET 4 (=__L/ jc�.2 +.y. \ OF WAY,207.49 FEET TO A POINT 35 FEET WESTERLY OF,WHEN 1 (E)PGE POLE#6908-' A-1.1 ! ;t'= TIGARD,OR 97223 1 0 \ \,, \ MEASURED AT RIGHT ANGLES TO,THE LOCATED CENTER LINE OF WASHINGTON COUNTY 7T 1 1 1 1 1 1 1 - 1 THE OREGON ELECTRIC RAILWAYS CONNECTION TO THE ( l PROPOSED HEAVY = "1 SOUTHERN PACIFIC I DUTY BOLLARD(T M OF 3),i-3.2 I= \ , ISSUED FOR: ::' COMPANY'S TRACK;THENCE ALONG A LINE PARALLEL WITH AND r I 1 I PROPOSED PSE 644 _ ` \?,1` S;9 —\ 35 FEET WESTERLY FROM THE CENTER LINE OF SAID CONSTRUCTION J VAULT STRANSFORMER - \0 1 C�1'� _ \ CONNECTION AS FOLLOWS,ALONG CURVE TO THE RIGHT "_------ 1 $ Z'44 m (RADIUS 783.64 FEET)(THE CHORD OF WHICH BEARS SOUTH 3°58' -REV::DATE:—ISSUED FOR. BY:. *314'-6"_ - --� 1 `D t ON �.A 30"EAST 227.82 FEET)TO A POINT;THENCE ALONG A CUR`JE TO JURISDICTION-NORTH r ' ----- 1 t �i,4 THE RIGHT(RADIUS 1257.57 FEET) 8 10-29-19 ELEVATION/SCREENING DRA 1 1_ \ m*01, D 71 (THE CHORD OF WHICH BEARS SOUTH 6°02'10"WEST 72.56 FEET) - \ m 1 S C7 TO A POINT;THENCE LEAVING SAID PARALLEL LINE,WEST 430.93 /7� "10-22-19 REVISED RFDS DRA ' I \ 9c(1 FEET TOA POINT IN THE WEST LINE OF THE PARCEL OF LAND I C>I - I / )_ \ t ' �'G5's \ CONVEYED TO THE BEAVERTON AND WILLSBURG RAILROAD US/ 6 07-02-19 REVISED REDS 73 -(E)ASPHALT / ',1 -e :;; COMPANY BY INVESTMENT CO,BY DEED DATED SEPTEMBER 18, DRA '� \ 1907 AND RECORDED NOVEMBER 1,1907,IN DEED BOOK 77,PAGE DRIVEWAY I SUBJECT ZONING s. N I `63 A 361,RECORD OF DEEDS OF SAID WASHINGTON COUNTY;THENCE 5 05-29-19 REVISION US USE: INDUSTRIAL PARK - „'� . I - ♦ NORTH ALONG THE WEST LINE OF SAID PARCEL OF LAND,495.0 a - ZONE: I-P :_ n I \ 9 FEET TO THE NORTHWEST CORNER OF THE SAID PARCEL OF -DRAWN BY:=CHK.: APV.: „" ' , I - H -- / _ I ) I= y LAND 353.49 FEET TO THE POINT OF BEGINNING. ` TAX# 13135 CB 00200 1 C DRA MWO MWO 3 L I I - / EXCEPTING THEREFROM THAT PORTION THEREOF DESCRIBED IN CURRENT ISSUE DATE: ADJACENT ZONING I c 196,500±S.F.(4.51±AC.) + I I DEDICATION DEED RECORDED JUNE 30,1982 AS RECORDING NO. 10-29-19 USE: PARK `\' I`a \ 82018431. r r�i „� I I' ' t -:_+ _LICENSURE: ZONE: R 4.5 .r m '1 ' \ J / (PER TICOR TITLE COMPANY TITLE REPORT NO.36261707072, * E 3 - l � / DATED DECEMBER 7,2017 AT 8:00 A.M. ' L(E) BUILDING ■ 4E) BUILDING \ \ / `4' IF:a4 "' I , 164 4 I A=15°24.34" ,: A \ \ 0 , 7453ePE R=783.64' TTiT., �� 1.1 li ��r_ 1 L=210.76' -- l� I ��/ I / \ i%%%' Ay bREGON� r" / ylr, O 10-29-19 i , ( / :: I i r f � / Q9. / \ (EXPIRATION DATE:12/31P101 I I CI R f C/ 14 1 �:� =JURISDICTIONAL APPROVAL: f' / 11 \ i IA \ I - r / ,., , -----7- - - _ / ,,iii i ' / \ / D-04°55'41" i /� T/ '. �� • " ( El - - R=1027.00'1 _ \ _PROPRIETARY INFORMATION: ` IL=88.33' /// Sy DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY _ ,I I I I_(�,I l I I I i Is I I I I I I 1 I 1 1 I I I I I J, / / \ i-C A ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ■ --- Ll LLL11111L1J 1 I 1 I I I . 11 !/ .•, I _ - _ /,, / / I \ ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS I - I _ - ��. ,� 6. DRAWING ARE SUPERSEDED BYTHE LATEST REVISION. ■ X---O-----_ -__ -- - O / \ M THE INFORMATION CONTAINED IN THIS SEO OF DOCUMENTS 1 • - - • • / I \ IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE �I / t� OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS ' c I STRICTLY PROHIBITED. a 1111111111!1 LI I 1 1 1 1 1 "�„ ,,,--r-nr-�;r-r�--m--n � G ■ (/� 1+' -DRAWING TITLE: �- "'�_ evs o o ■11111111 ila m--m-nr-'777;-7;, m n,he `� Ci� " \ - .,, ,u� „ ,,, ," ,,, nr,,, ,,, n-n m m , I �� \ G \ SITE PLAN [ i—ee__-„„a- -.�. -_ •\ N 8751'53"W 404.41'° ,u\,/ u�- - '! \ ' ADJACENT ZONING �� - ' f ..� }- ) _��. ,� �_ / ., f^ r _DRAWING NUMBER: r,-4:1 -T7 � r1111111TfTl l i III 17 / �: I USE: COMMUNITY BUSINESS ZONE: R-25(PD) - TT 1 R p / / Ili LI O , / \ PLAN NORTHA-1 SITE PLAN . 22x34 SCALE:1"=30'-0" 111x17 SCALE:1"=60'-0" CEI JOB NUMBER: NSB 19-53004 , --- _ \ \ CONSTRUCTION KEYED NOTES - - --t1 �% PROPOSED AT&T 425 SQ.FT.LEASE AREA. ` \ INFRASTRUCTURE „ \\ a �2 PROPOSED VERTIV WIC EQUIPMENT SHELTER. �6 P A RTNERS "` :_ 4L � SW NORTH DAKOTA ST \\ O3 PROPOSED WOOD GATE SCREEN.SEE DETAIL 4/A-3.2 8 �� a -r � "` "` "' "` "''1 "' C<`� "' "' "' "' " i- -a./ \ 4 PROPOSED UTILITY H-FRAME.SEE DETAIL 3/A-3.2. i n \uc_ -_. ..-. �_: 1� ,14—,14--.--al PLANS PREPARED BY: U LJ- U U -----U -0- U U ---- U U U --CT- - LJ ---LT----�- U �_ .., ,., �� tiT- '---` U \ U O PROPOSED 100'-0"STEEL MONOPOLE.(DESIGNEDBYOTHERS) ,, (E)SIGN- _(E)GUARD RAIL-- \ 111/ EN I r ------ � 16928 WOODINVILLE-REDMOND RD NF.:,SUITE 210 •*•t• `` a---5 O PROPOSED EQUIPMENT SHELTER 10'-0"x10'-0"CONCRETE SLAB. L'6_ WOODINVILLE,WA 98072 "'T' --- __ _ S 87°51'53"E 357.44' " SEE DETAIL 1/A-3.3. PHONE:425.487.1732 �.- ,�- \ WWW.CORNERSTONE-ENGR.COM t - I I -.- -' ---, C� \\ Og PROPOSED NATURAL GAS GENERATOR.SEE DETAIL 1/A-3.4. \ \ A =PROJECT INFO: \ \\ O PROPOSED CONCRETE FOUNDATION.SEE 4/A-3.1.(BY OTHERS) PD81 tp \ PROPOSED UNDERGROUND POWER/FIBER/NATURAL GAS ROUTE. ' \ \\ GREENBURG Hi � -\ \ 11 PROPOSED POWER/FIBER LOAD CENTER. \ \ / 10250 SW NORTH DAKOTA STREET PROPOSED GENERATOR 5'-0"x10'-0"CONCRETE SLAB. �o \ SEE DETAIL 3/A-3.3. TIGARD,OR 97223 w \ WASHINGTON COUNTY V \ 13 PROPOSED PANEL ANTENNAS(3 PER SECTOR,TOTAL OF 9). ,; z ` \ • SEE DETAILS 5/A-3&6/A-3. ,�I ------ -ISSUED FOR: in J Mi< __ w �= \ CONSTRUCTION --—'�" I _REV:=DATE:-ISSUED FOR. BY.- --*------- -- -------45-- 1 \ \ ,1 ` JURISDICTION-NORTH \ 10-29-19 ELEVATION/SCREENING DRA (E)TREES y 0. PROPOSED SURGE SUPPRESSION DISTRIBUTION UNITS. fi'. > '.I (TYP OF 2).SEE DETAIL 9/A-3. • 10-22-19 REVISED REDS DRA �� . PROPOSED REMOTE RADIO HEADS(4 PER SECTOR,TOTAL OF 12). LJS/ 6" 2' 12 2'�- (E)EQUIPMENT PAD 6 0 18 SEE DETAILS 1/A-3,2/A-3,31A3&4/A3. A 07-02-19 REVISED RFDS DRA 9 r-.17' (BELOW GRADE) ti 1 i // TO BE REMOVED X 1 • 05-29-19 REVISION LJS (E)TREES(75'-80') \e ,\_‘c;• i°`f `e _T-__!:(0 4•- & ' V,,f ec �; • 'i';'� q � 20' PROPOSED NATURAL GAS METER. -DRAWN BY:=CHK.: APV.: - 4 • • • ,,,y N C_ DRA I MWO I MWO • I� \ 27 - CURRENT ISSUE DATE: - I e,....--- 14110,11111'ST I 'I ��_ 28�� 1 j ..4..--,-- Iti g ,22> PROPOSED LTE GPS ANTENNA.SEE DETAIL 11/A-3. 10-29-19 �� ►��t R�� t:1 [LICENSURE:— /e. v ---- -- - 3 �1�\7��d.•'-'1/44rl ' - , r\ c \ FPp � 11 1 NGI NE –U' S---GAS°— d..'�'.F/O._-_e�0 -- c aF 11‘*41 A o , I 74538PE r' c.-1---GAS 'iii,Si i - - .....,, ,li, - ii "''- --' - F-- -(E)BUILDING `\ P• O OUTSIDE D OF SSED HELTER. ER.TOR RECEPTACLE MOUNTED %,-1.401.1 e.°O��O. " ` ' L er • • , TTTT1 �� `�e� ; ------- W. I I I I I I I 1 I I I I'TTT777 ` 47 PROPOSED 12'-0"WIDE ACCESS GATES.SEE DETAIL 7/A-3.2. EXPIRATION DATE 1213112. 1 T1TTTITT1 , ITT- III 111 O1:1 © ® � - (E)ECOLOGY I fTTT1TT>TTITTITTTTI =JURISDICTIONAL APPROVAL: - c \ 8 PROPOSED 6'-0"HIGH CHAIN-LINK FENCE.SEE DETAIL 7/A-3.2. BLOCKS 20 22> 4 ® !NI PROPOSED LANDSCAPING.SEE SHEET L-1..:�, (E)MONOPOLE FOUNDATION 30 PROPOSED ICE BRIDGE W/(2)FIBER&(4)POWER TRUNK CABLES. (BELOW GRADE) SEE DETAIL 5/A-3.2. L--_ 12.4" \ - \ --(E)CHAIN-LINK FENCE L8'-0" 3'.6" TO BE REMOVED ______ -40.4" =PROPRIETARY INFORMATION: 33 P• ROPOSED SIGNAGE.SEE SHEETS A 4,A 4.1&A 4.2. DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. 34 P• ROPOSED GRAVEL WITHIN COMPOUND.SEE DETAIL 1/A-3.2. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS .35 FUTURE ANTENNAS.(1 PER SECTOR,TOTAL OF 3) ..�' STRICTLY PROHIBITED. SITE NOTES -DRAWING TITLE: 1. VERIFY ANTENNA RAD CENTER&AZIMUTHS WITH LOCKDOWN ENLARGED SITE PLAN _ SET RF SITE BUILD FORM. - 2. SIGNAGE TO BE POSTED AT SITE ACCESS. DRAWING NUMBER: 0. 3. ALL VISIBLE ANTENNAS,CABLES AND MOUNTING HARDWARE WILL BE PAINTED PER JURISDICTIONAL REQUIREMENTS. /� A ENLARGED SITE PLAN 2 KEYED NOTES / 8 ,. PLAN NORTH / 1 . I 22x34 SCALE:3/16"=1.-0" 11x17 SCALE:3/32"=1'-0' 72773475777---77x17 SCALE:NTS CEI JOB NUMBER: NSB 19-53004 CONSTRUCTION KEYED NOTES 6 INFRASTRUCTURE 2 PROPOSED VERTIV WIC EQUIPMENT SHELTER. P ARTNERS 3 PROPOSED WOOD GATE SCREEN.SEE DETAIL 4/A-3.2 =- ,,4? PROPOSED UTILITY H-FRAME.SEE DETAIL 3/A-3.2. =PLANS PREPARED BY: 1 17 <5 PROPOSED 100'-0"STEEL MONOPOLE.(DESIGNED BY OTHERS) ® 111114C..40 F.1.31TMli.!!!:edli'd,djf ® •BEHIND TOP PROPOSE D MONOPOLE -- --_ / 100.0'AGL 16928 WOODINVILLE-REDMOND WA RD80 N2 SUITE 219 PROPOSED EQUIPMENT SHELTER 10'-0"x10'-0"CONCRETE SLAB. WOODINVILLE,WA 98072 0 .111 TIP HEIGHT OF PROPOSED ANTENNAS ' SEE DETAIL 1/A-3.3. PfIONE:425.487.ns2 100.0'AGL WWW.CORNERSTONE-ENGR.COM I RAD CENTER OF PROPOSED ANTENNAS 96.0'AGL 2`.. =PROJECT INFO:" ® 9 : PROPOSED CONCRETE FOUNDATION.SEE 4/A-3.1.(BY OTHERS) PD81 (E)TREES(75'-80') GREENBURG 10250 SW NORTH DAKOTA STREET TIGARD,OR 97223 f�J 13 PROPOSED PANEL ANTENNAS(3 PER SECTOR,TOTAL OF 9). 6 WASHINGTON COUNTY SEE DETAILS 5/A-3&6/A-3. ISSUED FOR: yhs� 14 PROPOSED COMMSCOPE MCG2C-12-B3 MOUNT.SEE DETAIL 1/A3.1. CONSTRUCTION I + ' 15 PROPOSED 6"R1 HEAVY DUTY BOLLARD.SEE DETAIL 10/A3.2. J _REV::DATE:—I3SUEDFOR: BY; JURISDICTION-NORTH 16 PROPOSED PSE 644 VAULT&TRANSFORMER. ®g 10-29-19 DRA ELEVATION/SCREENING "+ - v° ' j 17 PROPOSED SURGE SUPPRESSION DISTRIBUTION UNITS. �` ®c ,,N,, (TYP OF 2).SEE DETAIL 9/A-3. ®7 10-22-19 REVISED RFDS DRAytsN97r 18 PROPOSED REMOTE RADIO HEADS(4 PER SECTOR,TOTAL OF 12). ® LJS/ SEE DETAILS 1/A-3,2/A-3,3/A3&4/A3. ^ 6 07-02-19 REVISED RFDS DRA 2 =4,,,',,,c19 PROPOSED FIBER&POWER TRUNK ROUTED INSIDE MONOPOLE. 05-29-19 REVISION us .0:4.;.•1F� � �, � :^ 20 PROPOSED NATURAL GAS METER. —DRAWN BY:—CHK.: APV.: rte;;,,, ., DRA r MWO MWO £ a ` �� 21 PROPOSED FIBER SLACK BOX.SEE DETAIL 10/A-3. CURRENT ISSUE DATE f a`k .,T I ¢1 • PROPOSED LTE GPS ANTENNA.SEE DETAIL 11/A-3. L 10-29-19 t ,; x '2� —LICENSURE: k e ar > 23 PROPOSED LIGHTNING ROD,BY MONOPOLE MANUFACTURER. 'dd x``1, ) 1DRFs 'n -Mk `; " x-,, ' ryryww 24 PROPOSED UNDERGROUND POWER ROUTE. 5� E DINepa sem. n n 11 l u1hNIp111.' E r:. 74638P ` s ',,,,,It S.,. �; i — .5 PROPOSED 15kW NATURAL GAS GENERATOR.SEE DETAIL 1/A-3A. ie. 4'/i, " T4 . PROPOSED GENERATOR RECEPTACLE MOUNTED / / OREGON , TO OUTSIDE OF SHELTER. R s O\50 +z 27 PROPOSED 12'-0"WIDE ACCESS GATES.SEE DETAIL 7/A-3.2. EXPIRATION DATE 12/31/20 30, — TYP OF2,15 7 © �— �> 28 PROPOSED 6'-0"HIGH CHAIN-LINK FENCE SEE DETAIL 7/A-3.2. =JURISDICTIONAL APPROVAL: (E) PROPERTY LINE-�__� �� * PROPOSED LANDSCAPING.SEE SHEET L-1. 7 28 S � �� • PROPOSED ICE BRIDGE W/(2)FIBER&(4)POWER TRUNK CABLES. mir4,I X30 SEE DETAIL 5/A-3.2. e: y I I I i 31 PROPOSED(4)48V DC POWER TRUNK CABLES. i) '"",s + I i 1 (ROUTED INSIDE OF POLE) + tee I1�I'. (E) FENCE WITH y Alii� � /\ PROPOSED(2)FIBER TRUNK CABLES. BARBED WIRE _ ' I' GRADE ROUTED INSIDE OF POLE =PROPRIETARY INFORMATION: 169.3 AMSL(0.0'REF) IF( � I �-28 \ O 33 PROPOSED SIGNAGE.SEE SHEETS A-4,A-4.1&A-4/. DO NOT SCALE DRASNINGS CONTRACTOR MUST VERIFY 33.J 15 TYP OF 3 ALL DIMENSIONS AND ADVISE CONSULT ANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS I I O DRAWING ARE SUPERSEDED BY THE LATEST REVISION. `_�_> 18 34 PROPOSED GRAVEL WITHIN COMPOUND.SEE DETAIL 1/A-3.2. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS -,—..<,/9,› • ILS ;'1`. IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE \/ OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS O FUTURE ANTENNAS.(1 PER SECTOR,TOTAL OF 3) STRICTLY PROHIBITED. SITE NOTES DRAWING TITLE: 1. VERIFY ANTENNA RAD CENTER&AZIMUTHS WITH LOCKDOWN WEST ELEVATION SET RF SITE BUILD FORM. - 2. SIGNAGE TO BE POSTED AT SITE ACCESS. DRAWING NUMBER: 3. ALL VISIBLE ANTENNAS,CABLES AND MOUNTING HARDWARE WILL BE PAINTED PER JURISDICTIONAL REQUIREMENTS. A- WEST ELEVATION 2 KEYED NOTES i L CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:1/8"=1'-0" 11x17 SCALE:1/16"=1'-0" 22x34 SCALE:NTS 111x17 SCALE:NTS CONSTRUCTION KEYED NOTES 15 INFRASTRUCTURE <� PROPOSED VERTIV WIC EQUIPMENT SHELTER. P A RTNERS �3� WOOD SCREEN. 4/A-3.2 PROPOSEDPROPOSED UTILITY H-FRAME.GATE SEPE SEE DETAIL 3/A-3.2.DETAIL — =PLANS PREPARED BY:—� -4\2/ PROPOSED 100'-IR STEEL MONOPOLE.(DESIGNED BY OTHERS) 16928 WOODINVILLE•REDMOND RD NE,SUITE 210 7., l,/ PROPOSED EQUIPMENT SHELTER 10'-0"x10'-0"CONCRETE SLAB. WOODINVILLE.WA 98072 7 SEE DETAIL 1/A-3.3. PHONE 425.a6z 792 24,4----..„.. WWW.CORNERSTONE-ENGRCOM 35 �1111 BEHIND —_ TOP PROPOSED MONOPOLE_ =PROJECT INFO:. / 100.0'AGL'` 9 PROPOSED CONCRETE FOUNDATION.SEE 4/A-3.1.(BY OTHERS) /TIP HEIGHT OF PROPOSEDANTENNAS PD81 1000'AGL` /4�� ■■■' ilv. i i RAD CENTER OF PROPOSEDANTENNASGREENBURG ■b�E n i i — — 96.0'AGL ES III } I 13 10250 SW NORTH DAKOTA STREET TIGARD,OR 97223 PROPOSED PANEL ANTENNAS(3 PER SECTOR,TOTAL OF 9). WASHINGTON COUNTY [1 (E)UTILITY POLE 19 (E)TREES(75'-80') SEE DETAILS 5/A-3&6/A-3. —ISSUED FOR: C i 14 PROPOSED COMMSCOPE MCG2C 12-63 MOUNT.SEE DETAIL 1/A3.1. CONSTRUCTION 15> PROPOSED 6"0 HEAVY DUTY BOLLARD.SEE DETAIL 10/A3.2. 1 r —REV::DATE:-ISSUED FOR: BY:. 1 h, JURISDICTION-I'JORTH a 16 PROPOSED PSE 644 VAULT 8 TRANSFORMER. 10-29-19 DRA :8' 1/4"1.'4F ':' Ei.LEVATION/SCRIEENING I'„ 4�1%1S 4, PROPOSED SURGE SUPPRESSION DISTRIBUTION UNITS. II,- k J A ,* h 17� (TYP OF 2).SEE DETAIL 9/A-3. 7 10-22-19 REVISED RFDS DRA �t„,,..4.,,,,,,,I,, - , A PROPOSED REMOTE RADIO HEADS(4 PER SECTOR,TOTAL OF 12). � LJS/ P` t28' 1 8 18 SEE DETAILS 1/A-3 2 A-3,3/A3&4/A3. L"6` 07-02-19 REVISED REDS DRA � ` s -,,,:., � £ ) y .14,`,.7 9 PROPOSED FIBER&POWER TRUNK ROUTED INSIDE MONOPOLE. A 05-29-19 REVISION LJS DRAWN BY:ECHK.: APV.: DRAMWOMWO CURRENTIDATE: I 3-4,°f41:' .44 be , T :, LICENSURE. b0919 10-29-19 : N tt-,-1. ^ . 23 PROPOSED LIGHTNING ROD,BY MONOPOLE MANUFACTURER. ( r3 1. ,„,-, < `A7'vt� c:-.44,,,,,,,,,,--,' 1� � 9' C , �: 6, --s"--,, ,,:\ [ ,sz +w yxx 74538PE x z she I :,,,t,-:!!, � ; y+3s „yam t �� & f�' / PROPOSED GENERATOR RECEPTACLE MOUNTED OREGON �' I ,. = I �-(E)BUILDING 26 TO OUTSIDE OF SHELTER. R s.O I II I II k. i i EXPIRATION DATE 12/31/20 I 11_�L URI PPROVAL._: PIRAT :8/ PROPOSED 6'-0”HIGH CHAIN-LIN4<FENCE.SEE DETAIL 7lA-3.2. U AL A I i, 1 ,a' k ' &fi 4:,'• ' I d,r # ` )r —I 1 PROPOSED LANDSCAPING.SEE SHEET L-1. 5 } , PROPOSED ICE BRIDGE W/(2)FIBER&(4)POWER TRUNK CABLES. II <'•,..7/1/.?''' SEE DETAIL 5/A-3.2. C ? ! T X75 TYPOF2 — �� t i.__� I 3 4 BEYOND GRADEI -T. -- (E)GUARD RAIL _ `: _ i : _._ 16 —PROPRIETARY— DO NOTSCALDRA'J'JIORMA INFORMATION. MUST VERIFY BEYOND GRADE 28; , r 51� ; =-=1 __ ALL DIMENSIONS R,ND ADVICS:BENPyNRC;E:R NSULTANTS OF ANY r 'r-= / TERRORS AND OMISSIONS.ALLVIOUSISSUES OF THISDRAWINGARE SUPERSEDEDHELATESTREVISION. 1 THE INFORMATIONCONTAWEDIS SEl"OF DOCUMENTS III ii -'T- t r _I ,1 ,I/ g __v— —G�DE IS PROPRIETARY BY NATURE.ANY USE GR DISCLOSURE _-�_ 154(Jd • ______ OTHER THAN WHICti IS RELATED TO NAMED CLIENT IS _ ( 169.3 AMSL(0.0'REF) 35 FUTURE ANTENNAS.(1 PER SECTOR,TOTAL OF 3) STRICTLY PROHIBITED. BEYOND GRADE 26 28 � 15i TYP OF 3 -DRAWING TITLE:'. SITE NOTES Lr 1--7-7.6"'"------<79\', 1 VERIFY ANTENNA RAD CENTER AZIMUTHS WITH LOCKDOWN L NORTH ELEVATION BEYOND GRADE �' SET RF SITE BUILD FORM. 2. SIGNAGE TO BE POSTED AT SITE:ACCESS. ._DRAWING NUMBIER: 3. ALL VISIBLE ANTENNAS,CABLES AND MOUNTING HARDWARE HILL BE PAINTED PER JURISDICTIONAL REQUIREMENTS. A ■ 8 NORTH ELEVATION 2 KEYED NOTES _ 'I CEIJOB NUMBEFt: NSB 19-53004 22x34 SCALE:1/8"=1'-0" 111x17 SCALE:1/16"=1'-0" 22x34 SCALE:NTS 11x17 SCALE:NTS _ TO ENTER STANDARD MOUNTING KIT OFBTHE(44)SIDES ANID00 SURGE SUPPRESSION DISTRIBUTION UNIT NO. PART NAME QTY RECOMMENDED TORQUE EXIT ANY OF THE(3) MANUFACTURER RAYCAP REMAINING SIDES--- • MODEL DC6-48-60-18-8C-EV 1 FIXED CLAMP 4 G 11.00"_ E 15 INFRASTRUCTURE " 2 HEX.CAP BOLT,M10 4 I r- y NOTE: P A RTNERS 3 PLAIN WASHER,M10 4 17MM SPANNER GPS ANTENNA---- .i \ t TO BE INSTALLED WITHIN 2081bf.inch \ ( 1 r SS BANDING TO / Iliiiiii6 FEET OF RADIO UNIT 4 SPRING WASHER,M10 4 240kgf.cm ' j MONOPOLE i 1 5 HEX.NUT,M10 8 - MOUNTING BRACKET--- COVER NOT SHOWN ''! PLANS PREPARED BY: NOTE: FOR CLARITY __ I �� 1500 ALL CONNECTION COMPONENTS n ^I ' ARE STAINLESS STEEL 304 M r Orr SURGE "SQUID" �QOI�Yr/lI:TOfJ! SURGE SUPPRESSION ARE A276-304 MATERIAL S ',-,:-.---_----3,______Ja = DISTRIBUTION UNIT NOTES: NOTE' 16928 WOODINVILLE REDMOND RD NE_,SUITE 210 let MOUNTING OPTIONS �O �� 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY WOODINVILLE.WA 98072 PER MANUFACTURER: •I PHONE:azs.aeznaz AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25%OF THE WALL,H-BRACKET OR = MOUNTING BRACKET www.CO RNERSTONE-ENGRe:CM SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. PIPE UP TO 3.5"O.D. 00 � _4_0, PROVIDED BY -. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR ---^ - [__ MANUFACTURER =PROJECT INFO:. SIGNALS FROM A MINIMUM OF FOUR(4)SATELLITES.VERIFY WITH EXCESS FIBER BOX '--}.___viiiiiiiii.... HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. MANUFACTURER RAYCAPPD81 (2)HEAVY DUTY 1/2"S.S.BANDING ,1111 MODEL FB-15-ABOX CEO 10505 W/POSITIVE LOCK BUCKLE 3. GPS MOUNTED A MINIMUM OF 10'FROM ANY TRANSMITTING DIMENSIONS 18"x18"x4" SYSTEM OR APPROVED EQUAL ,,,,All ��:►' ANTENNAS. GREENBURG CAPACITY 30m(1115')OF 10mm (E)POLE ®� _,_ 10250 SW NORTH DAKOTA STREET �e417 GPS ANTENNA FIBER SLACK BOX �O SURGE SUPPRESSOR 9 TIGARD,OR9OUN o WASHINGTON COUNTY e® 22x34 SCALE:NTS 11x1'SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:1 1/2"=1-0" 11x17 SCALE:3/4"=1'-0" -ISSUED FOR: DUAL RRH MOUNT �19"! - 7,1" [ CONSTRUCTION J MANUFACTURER COMMSCOPE ANTENNA DATA _200.. -2 ANTENNA DATA '1 MODEL RR-FA2 ___- -" MANUFACTURER COMMSCOPE WEIGHT 35.88 lbs MANUFACTURER KATHEREIN io _ _ _F;EV::DATE:=I'5SUED FOR:=-BY:� 2"-3"O.D. MODEL 800 10966 MODEL SBNHH-1D65C JURISDICTION-NORTH PIPE MAST WEIGHT 114.6 lbs WEIGHT 49.6 lbs /f 10-29-19 .. DRA ANTENNA -- ANTENNA - - ELEVATION/SCRIEENING LEFT RRH PIPE MAST L. 10-22-19 REVISED REDS DRA HANGER(TYP)- LJS/ --FRONT&REARA 07-02-19 REVISED RFDS DRA J-, a \ BRACKET(TYP) o ME ✓. co A 05-29-19 REVISION LJS (1 0.44"O(TYP) - ��`; -1/2"0 GALV -DRAWN BY:=CHK.: APV.: L1 SIDE THREADED ROD , -• 4 Ili W/LOCK WASHER DRA MWO MWO �� `!I�,� % &HEX NUT(TYP) Er CURRENT ISSUE DATE: �� BOLOTXKIT/W FLAT 1• L 10-29-19 �� TOP RIGHT RRH ISO __ _LICENSURE: �V1► - HANGER(TYP) WASHER(TYP) .L__.-. � _ . 0- I TOP FRONT SIDE TOP FRONT SIDES`AFF .- ._ 6.,75:._!. 6, SSANTENNA: COMMSCOPE ANTENNA: ��/�� 74538PE 5, , KATHREIN 800 10966 SBNHH-1D65C-SR 1791i;♦ •- A K-- OREGON ANTENNA BRACKET 8 RRH BRACKET !si,. 7 LTE PANEL ANTENNA ___6_�, 6 LTE PANEL ANTENNA F__ cJ ��w9.oL°� 22x34 SCALE:1"=1'-0" 11x17 SCALE:1/2"=1'-0" 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:1/4"=1'-0" 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:1/4"=1'-0" E IDEATION DATE:12/31/201 FLEXI AHFIB 1900MHz&AWS RRH FLEXR AHCA 850MHz RRH FLEXI AHNA WCS RRH FLI_XI AHLBA 700/700MHz RRH =.=URISDICTIONAL APPROVAL:= MANUFACTURER NOKIA MANUFACTURER NOKIA MANUFACTURER NOKIA MANUFACTURER NOKIA MODEL AIRSCALE DUAL RRH 4T4R B25/66 320W MODEL AIRSCALE RRH 4T4R B5 160W MODEL AIRSCALE RRH 4T4R B30 100W MODEL AIRSCALE DUAL RRH 4T4R B12/14 320W HEIGHT 28.74" HEIGHT 13.26" HEIGHT 13.74" HEIGHT 28.74" DEPTH 9.44" DEPTH 6.49" DEPTH 6.29" DEPTH 9.44" WIDTH 15.35" WIDTH 11.61" WIDTH 12.48" WIDTH 15.35" WEIGHT <40 lbs(W/ENCLOSURE&BRACKET) WEIGHT 36.8 lbs WEIGHT 39.0 lbs • WEIGHT <46 lbs(W/E=NCLOSURE&BRACKET) 15.35" 11.6" 11.6" 6.5" 12.5"' 2.5" Tw !_ I 15.35" 7 =PROPRIETARY INFORMATION:= 'I � DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY I o --_�c - -�__� ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ---- __ o I f:; :ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS S B —- ----_--_— -__- , -- f �� M- --y 1" "u M ;-- --7 -- f N .—_ DRAWING ARE N CONTAINED THE LATEST REVISION. 7T� N _-- __ _ — 41-- �'- THE RO INFORMATION TIRY CC NTTU ED IN THIS ESETC OF DOCUMENTSLOSURE -- IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE �i ) 06 _ OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS 1-- ____-- -_ STRICTLY PROHIBITED. 111 --.-�_ ____i -- -- -DRAWING TITLE: i _._ EQUIPMENT DETAILS TOP FRONT SIDE TOP FRONT SIDE [-r. _DRAWING NUMBER: TOP FRONT SIDE TOP FRONT SIDE A-3 8 FLEXI DUAL B25/66 RRH 6 y 4 B5 RRH 6, 3 B30 RRH 6�`, 2 FLEXI B12/14 700MHz RRH -i —. 22x34 SCALE:1"=1'-0" , 111x17 SCALE:1/2"=1'-0" 22x34 SCALE:1"=1'-0" 11x17 SCALE:1/2"=1'-0" 22x34 SCALE:1"=1'-0" 111x17 SCALE:1/2"=1'-0" 22x34 SCALE:1"=1'-0" (11x17 SCALE:1/2"=1-0" CEI JOB NUMBER: NSB 19-53004 CONCRETE NOTES: " 1. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE INFRASTRUCTURE STRENGTH OF 4,500 psi,IN ACCORDANCE WITH ACI 318-11. P A R T N E R S 2. REBAR TO CONFORM TO ASTM SPECIFICATIONS A615 GRADE 60. 3. ALL REBAR TO HAVE A MINIMUM OF 3"CONCRETE COVER. 4. ALL EXPOSED CONCRETE CORNERS TO BE CHAMFERED 3/4". =PLANS PREPARED BY: 5. THE FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT BY ADAPT ENGINEERING PROJECT No.WA18•-21208-GEO, DATED 3127/18. 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 6. SEE GEOTECHNICAL REPORT FOR DRILLED PIER INSTALLATION WOODINVILLE,WA 98072 REQUIREMENTS,IF SPECIFIED. PFIONE:425.487.1732 W W W.CORNERSTONE-ENGR.COM 7. THE FOUNDATION IS BASED ON THE FOLLOWING FACTORED LOADS: - MOMENT=2,490.66 k-ft =PROJECT INFO: AXIAL=49.84 k SHEAR=31.43 k PD81 GREENBURG 10250 SW NORTH DAKOTA STREET NOT USED 11 NOT USED 1 0 NOT USED 9 TI ARD, R97223 WASHINGTON COUNTY 22x34 SCALE:NTS 111x1 7 SCALE:NTS 22x34 SCALE:NTS - 111x17 SCALE:NTS 22x34 SCALE:NTS L11x17 SCALE:NTS 6'-0"'_ _ � -ISSUED FOR: `°ll GRADE 1-1 CL CONSTRUCTION J + IIIR•ii - _REV:-DATE:-ISSUED FOR: BY:- (2)#5 TIES WITHIN r/�� JURISDICTION-NORTH '� �=� 10-29-19 EiiLEVATION/SCREENING BRA TOP 5"OF CONCRETE _• -.a. 1I �w ,,�� I L_1 10-22-19 REVISEDRFDS DRA rI 4. �•• ..I I / 07-02-19 REVISED REDS DF/I PROPOSED 2 tII 1��A i A 05-29-19 REVISION LS ANCHOR BOLTS J ��(TYP OF 10) .111 /711114644111111 �) a / / � DRAWN BY:=CHK.: F PV.: `i �_ n I� ��° ��NP` �--7�. �.� :.CLr� �• ,4 ti LC DRA MWO MWO FIr '�,� �/ Gi ��-- lr � J _ CURRENT ISSUE DATE: � t�s`„' r.1 .11 ,_._--<.► 1.4 / �:zo ice',.. � t ♦ �, -�`:,G'/ L.ICENSURE: cs.i1 Al , s I''11111111 I` i �� c. GINS' � �14k, r/ 74638PE p7 b iIipi I'� ", 'Y "-NEG OZ�� Q� , ��' , �, 4k w. o41 - I E%PIRATION DATE.12/31/20 44,4 iNI =JURISDICTIONAL APPROVAL: 111111 �___ ITEM PART NO. DESCRIPTION QTY. WEIGHT NOTE NO. I RM1550301 15"-50"3 SECTOR RM WLDMNT 6 66.20 LBS 2 MT38440 3/4"X 40"GALV THREADED ROD GRADE 67 12 4.98 LBS ELEVATION VIEW 3 GWL-06 3/4"GALV LOCK WASHER 24 0.04 LBS (28.8 CU.YARDS) 4 GN-06 3/4"GALV HEX NUT 24 0.15 LBS - 5 GUB-4240 1/2"X 2-1/2"X 4"GALV U-BOLT 16 0.56 LBS =PROPRIETARY INFORMATION: 6 XA2020.01 CROSS OVER ANGLE 6 2.65 LBS -' REBAR SCHEDULE FOR PIER 7 OS15034 3/4"X 1-1/2"OFFSET COLLAR 2 0.14LBS DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY _ -. ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY 8 SABOI FORMED CLAMP 4 1.35 LBS ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS (18)#10 VERTICAL REBAR W/#5 TIES,(2) 9 MT-379-8 1/2"X 8"GALV THREADED ROD 4 0.44 LBS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. PIER THE INFORMATION CONTAINED IN THIS SET'OF DOCUMENTS WITHIN TOP 5"OF PIER,THEN 10"Q.C. 10 GB-04125 1/7'X 1-1/4'GALV BOLT KIT 2 0.12 LBS IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE 11 GB-04265 1/2"X 2-3/4"GALV BOLT KIT 2 0.20 LBS OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS _ 12 GWL-04 1/2"GALV LOCK WASHER 8 0.01 LBS STRICTLY PROHIBITED. ANCHOR BOLT DIMENSIONS 13 GN-041/2"GALV HEX NUT 8 0.04 LBS -DRAWING TITLE: _ --. ! 14 GWP-04 _� 1/2"GALV FLAT WASHER 8 0.03 LBS 15 GUB-5456 518-X4-5/8°X 67::"GALV U-BOLT 4 1.42 LBS HOLE LENGTH DIAMETER WEIGHT TYPE WEIGHT [{_ DIAMETER 16XAU01 Angle BRK 10 3.59 LBS CONSTRUCTION DETAILS 17 GUB-4352 12"X 3'X 5-1,'4"GALA U-BOLT 18 0.71 LBS 84" 2.25" 2.625" 1211 A615-75 GALV 18 GB-05225 5/8"X 2.114"GALV BOLT KIT 4 0.28 LBS t DRAWING- NUMBER: PIER DESIGN BY SABRE INDUSTRIES#18-7030 A-8. 1 8 CONCRETE PIER (BY OTHERS) /6\ 4 COMMSCOPE MCG2C-12-B3 MOUNT _ _. (:EI JOB NUMBER: NSB 19-53004 r 22x34 SCALE:NTS -111x17 SCALE:NTS 22x34 SCALE:1/2"=1-0" 11x17 SCALE:1/4"=1-0" 10,-0" 12'-0" 10'-0" T ^- - - 6"0 SCH 40,C/S PIPE. 0 0 MAX MAX(SEE PLAN) MAX FILL W/CONCRETE AND ,- BARB SUPPORT PAINT CAUTION YELLOW- POST _ f� INFRASTRUCTURE _ / o d PI A R T N E R F.? N / CORNER POST GATE POST-1/4 DROP ROD BARB WIRE WIRE FASTENERS - M (3)STRANDS h HORIZONTAL TOP RAIL--, \ GATE FRAME- \ LINE POST- GRADE ' BRACE RAIL \ A '\ -- x x xx X x x t•= D Mate- �, �._._•� s>��:_� _•�imainommim. ---- =FLANS PREPARED BY: : t ' `•• • ip J -1 1 I --- I-- 1E928 WOODINVILLE-REDMOND RD NE,SUITE 210 .• -Q' _ _ _..I I_ WOODINVILLE,WA98072 m -� • y�', -- - of l _ -.- -I425 �- / •S,A • •'• •• • M I d 36'DEEP CONCRETE BASE _, CHRNERSTO E-ENG ca // • • I_..I a - • ef I (2400 PSI-5 1/2 SACK MIX) --- I WWW-CORNERSTONE-ENGR.C:OM 18%3 x 36 DEEP CONCRETE �; BASE(2400 PSI-5 1/2 SACK MIX) I* - � =PROJECT INFO:- BASE ' I-=-11A��"7-:111=-11,=11..-::-,c • .. ? X11 iql x., PD81 _ - - -�_-. - -- - rra a _ :+ - -- --- -_1- ,IAwai, I - --- a -- HOG RINGS '77-111z_ – — 4 °-:1111 1 •X11-- =III \ I1 1III--;1I� I , 9" 9" (— GREENBURG Li.. TRUSS ROD I I \ -m `-TENSION BAR UNDISTURBED EARTH OR \--CRUSHED ROCK BASE 6G 10250 SW NORTH DAKOTA STREET TENSION WIRE COMPACTED BACKFILL "0 STEEL BOLLARD 10 CONCRETE PIER 9 TIGARD,OR97223 WASHINGTON FABRIC EXTENDED -12"DEEP x 12"0 CONCRETE W/ COUNTY / CONCRETE PIER h 9\ / DOWN TO CRUSHED ROCK BASE STEEL SLOTTED NALCO 22x34 SCALE:3/4"=1'-0" 111x17 SCALE:3/8"= 1'-0" 22x34 SCALE:1"=1'-0" 111x17 SCALE:1/2"=1%0" -. 15911 MUSHROOM CATCH (-�ISSUED FOR: NOTE: L[ CONSTRUCTION i #2 SOLID TINNED GROUND WIRE TO ASSEMBLY PARTS SIZES NOTES: :$% � ► BE CAD WELDED FROM EACH -REV::DATE:=ISSUED FOR:'- BY:— CHANNEL MOUNTING BRACKET CORNER POSTS: 2.875"O.D. 1. ALL ITEMS TO CONFORM TO ASTM F1083 FOR HOT DIPPED GALV. ASSEMBLY(HCRSEHEAD)------- �;/ f SUPPORT COLUMNS TO GROUND RING GATE POSTS: 2.875"O.D. FENCING,ASTM F900 FOR GATES,ASTM A392-89 FOR FENCE FABRIC JURISDICTION-NORTH / N. —' g 10-29-19 DRA CLASS 2 GALV.AND ASTM A121-86 CLASS 3 FOR BARB WIRE. „....::.„....„...„.„.„..:--;i \ ELEVATION/SCREENING LINE POSTS: 1.9"O.D.(2.875"O.D.IF USING SLATS) • �r ` 2. ALL PIPE TO BE SCHEDULE 40 UNLESS NOTED OTHERWISE .' \�HOT DIPPED GALVANIZED GRIP STRUT STEEL A7 10-22-19 REVISED REDS DRA GRATING FROM TOWER TO EQUIPMENT GATE FRAME: 1,66"O.D. 3. ALL ITEMS TO BE GALVANIZED PER ASTM F1083 i 1. 6 07-02-19 REVISED RFDS LJSI � DROP ROD: 1.375"O.D. TRAPEZE COAX CABLE L� DRA BRACE RAIL: 1.66"O.D. 4. HOG RINGS AND WIRE FASTENERS TO BE SPACED NO MORE THAN SUPPORTS @ 3'-0"O.C. TOP RAIL: 1.66"O.D. 20"OC HORIZONTALLY AT 12"O.C.VERTICALLY ~ 3"0 HOT DIPPED GALV PIPE FOR ICE A 05-29-19 REVISION LJS TRUSS ROD: 3/8"0 \ BRIDGE SUPPORT W/END CAP - \C TENSION WIRE: 7 GAUGE i �j\ DRAWN BY:=CHK.: APV.: 5. BOTTOM TENSION WIRE TO BE NO MORE THAN 4"ABOVE GRADE, �� \��'\/ r WIRE FASTENERS: 11 GAUGE o Z \ --(4...,<\‘'<\\i1-\\'''-<-\';'\ \ V \\j\\� I[ DRA MWO MWO HOG RINGS: 9 GAUGE 6. PROVIDE 1.75"INSIDE DIAMETER,17 GAGE GALVANIZED TUBE FOR o -. i\\ .! \\\\\\% CHAIN-LINK FABRIC: 9 GAUGE,2"MESH \1/41�\\ice 1\jam CURRENT ISSUE DATE: TOP RAIZ_SPLICE WHERE REQUIRED. �\�\�A/ ''III ' 1 \- \\ BARB SUPPORT: 1/4"BAR OR iAAA VA''A-,) VA�- 10-29-19 7. PROVIDE TURNBUCKLE OR TIGHTENER AT ALL TRUSS RODS AND ��\\iy\ , \/ ICE BRIDGE 12 GAUGE FOLD VA TENSION WIRES. -;' -, 4.„! •%"•\--'C'\'''' \CCiAA MANUFACTURER SITE PR01 -LICENSURE: BARB WIRE: 12 1/2"GAUGE WITH 4 POINT,14 ',�- . I ,I` MODEL 1824D-216Z2 P GAUGE BARBS AT 5"O.C. 8. A FROST FREE GATE LATCH WITH CHAIN AND PADLOCK MAY BE USED 1' Iw POLE HEIGHT 18'-0" tF AFF INSTEAD OF A DROP ROD UPON APPROVAL FROM THE C.M. „,,;OD. ` I"eeR�i -� GRATING WIDTH 2'-0" - CONCRETE PIER I---_ #OF RUNS 28 ry , 74538PE r� //s/Yrs b< /� ,,. FENCE & GATE DETAIL ICE BRIDGE RkOR •EGON�� 7 _ 5 W. O 22x34 SCALE:3/8”=1'-0" 11x17 SCALE:3/16"=1'-0" 22x34 SCALE:NTS I11x17 SCALE:NTS EXPIRATION DATE:12/31/201 _ _6'-_0" - 4x4 TREATED WOOD 6-0' =:URISDICTIONAL APPROVAL: POST WITH CHAMFERED - TOP(TYP) <5 SNAP ON 6"GALVANIZED 2, PIPE CAP 4"OF 1 1/4"MINUS CRUSHED ROCK TOP LAYER COMPACTED HINGES(TYP) - = - 95%OVER WEED BARRIER -- `r V` 0 --200AMP 2"OF 1 1/4"MINUS CRUSHED \ \ SERVICE ROCK UNDER LAYER - 2x4 TREATED WOOD METER W/ COMPRESSION _ 0DISCONNECT 6 MIL WEED BARRIER- CROSSBRACE UNISTRUT (TYP OF 4) \ (SPACE AS z =PROPRIETARY INFORMATION:- \ EQUIPMENT O \ --2 1/2"0 STD \, REQUIRES)) -- T P --2x4 WOOD RAIL AND DO NOT SCALE DRAWINGS WINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ` WOST \ VERTICAL STYLE(TYP) -- GRADE ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS \ CONCRETE DRAWING ARE SUPERSEDED BY THE LATEST REVISION. �r PIER - _ \ \'' Y ///‘;.>/,,,--- /V�// iit - l IIS PROPRIETARY BY NATURE.IN USE CR DISCLOSURE DOCUMENTS v �� " II 1 _ • GRADEV ///,//2 III ----- _ OTHER THAN WSTRICTLY PROHIBITED OA!'dED CLIENT IS ===,-,-._C FINISH GRADE ,a.-.. - c-:m,...1, x-r ^?w..€x -7 rF-' t ins' ., t-4I ✓\ j Y •?\y�iA� ,,,-„,2,��.�'�A>��j�A �� j �:%�`� ��` EDGE OF CRUSHED z„,/,‘21,.//::://,,,/,<„\,/,/„ ;.� ;. . 1;A , " �atam I ,sok),-4-7,11.-.4:,--�3. 'st ,1 1 /�ii /a �i ii ROCK SURFACE -DRAWING TITLE: ,,..,I I �,. ," I, �. , ‘,... /,.., ....,...,,,,,,,..„ ...,.._j � � �iAA��A %i%i�A�A�A � �j�//�%/>� ��; I I * I I I KA� ‹,V<��..��i ' 1 ��A/\\n.‘,, ��VV� i CONSTRUCTION DETAILS ��i I �' C. .1 /V//././�////.,../V�/N/vii v' 1 1 � ':�/ � T I I •�� 1 I , . ,: y>..:. ;.: �� UNDISTURBED GALVANIZED 9� � �\ � 6"ENGINEERED FILL SOIL I I /6-/- '_ . A /?; u LOCKABLE LATCH Lj I CONCRETE PIER : y> / i COMPACTED 95°fo —DRAWING NUMBER: e.Y A-8.2 8 UTILITY H-FRAME SCREENING 4 UTILITY H-FRAME 3 NOT USED 2 CRUSHED ROCK i _ CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:1/2"=1'-0" 11x17 SCALE:1/4"=1-0" 22x34 SCALE:1/2"=1-0" 11x17 SCALE:1/4"=1.-0" 22x34 SCALE:NTS —111x17 SCALE:NTS 22x34 SCALE:1"-=1I-0" CI1x17 SCALE:1/2"=1'-0" - 6 10.0 �_' ___— — " _ r15INFRASTRUCTURE --- PARTNERS / NATURAL GAS GENERATOR DIESEL GENERATOR CONCRETE SLAB ON GRADE-- �� (4)5/8"0 SIMPSON STRONG-TIE S.S. / STRONG-BOLT 2 EXPANSION 7 -PLANS PREPARED BY: L - - ANCHORS W/5 1/8"MIN EMBED - r I ..... TOINC SURFACE SHALL RECEIVE A SMOOTH TROWEL FINISH I 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 — CC WOODINVILLE,WA 98072 Q PHONE 425.487.1732 3/4"CHAMFER o WWW CORNERSTONE-ENGR DOM o' WI i o (TYP ALL SIDES) J w "'' =PROJECT INFO:" m 1-4, cii - - PD81 -- - „,_1_4_,___„_4 < FINISHED GRADE `v' 1 1 •ate ',• + ':-.:''*rt.',`; T \ GREENBURG z i, C�.1 / 4 <a -- -____-- - ----r------ ------ ---� L 10250 SW NORTH DAKOTA STREET _ TOP OF FINISHED GRADE SLOPE TIG:'ARD,OR 97223 o ° ” • 7. AWAY FROM CONCRETE III -=-I' Z I WASHINGTON COUN?Y ---III /c >� ',,C:L,< ; ->�-f _i l.-I I ��S -�� / 4� `ISSUED FOR: U a '7 - --_��II- I=I I ,_�_ �. .I I_ #5 @ 6"O-G.TOP&BOT 15kW GENERATOR /�� #5 @ 10"O.C. BASE OUTLINE------/ TOP&BOT,EA WAY CONSTRUCTION #5@10"O.C.TOP&BOT 6"COMPACTED 3"CLR _F;EV:_DATE:-ISSUED FOR:- BY:. CLEAN STONE BASE TYP (SLAB&GENERATOR 10.29.19 DRA SEE PLAN JURISDICTION-NORTH -- ELEVATION/SCREENING UNDISTURBED LJ 10-22-19 REVISED RFDS DRA NATURAL SUBGRADE-' A 07-02-19 REVISED RFDS LJS( DRA GENERATOR CONCRETE SLAB SECTION 4 GENERATOR CONCRETE SLAB 3 A 05-29-19 REVISION US 22x34 SCALE:3/4"=1-0" 11x17 SCALE:3/8"=1'-0" 22x34 SCALE:3/4"=1'-0".11x17 SCALE:3/8" 1-0" LE BY:-CHK.: APV.: LCDRA MWO MWO 10'-0" CURRENT ISSUE DATE: CONCRETE SLAB (- 10-29-19 _ 2_'-97/8" 5'-71/8" 1'-7" ,_LICENSURE:— /-WIC EQUIPMENT SHELTER I 3"CLR_ e 0G P,oFFss 1 yp �.. EN eR _ ___ _ 74538PE I _ WIC EQUIPMENT SHELTER � � �- ACCESS STAIR ASSEMBLY WIC EQUIPMENT SHELTER OREGON MOUNT ASSEMBLY Xr1 2) s Q%+9.7-0'a 0 V WIC EQUIPMENT SHELTER W• O� (4)5/8"0 SIMPSONEXPIRATION DATE STRONG-TIE S.S. mj - % CONCRETE SLAB ON GRADE - URISDICTIONAL APPROVAL- EXPANSION PPROVA12/31/201 vZD STRONG-BOLT 2 t -- �.�®- EXPANSION ANCHORS m W/5 MOUNT MIN EMBED n ,■.S - -- - WIC EQUIPMENT EA ASSEMBLY N _ SHELTER MOUNT fV -SURFACE SHALL RECEIVE - -____ __ _______ 1 ®11r ASSEMBLY A SMOOTH TROWEL FINISH 8 et U o m /�-3/4"CHAMFER m I ill �I�l d� I / (TYP ALL SIDES) Q �11l�I 11 I I WIC EQUIPMENT in Mil. (IIT SHELTER OUTLINE T _ _ �� _/ FINISHED GRADE a 1 c ~ 'IIII�I =PROPRIETARY INFORMATION:� +,� E__ e • • _q);& �, , -)..5,r,---,- - -- -_..-� te ;1 �i 14�trr� DALLNOT DIMEN DIMENSIONS ADVISE CONSULCONTRACTOR I ANTS OF ANY - ^ U 7'"1'1' "" ALL AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS +,.sr • > > �e?-! �'- DRAWING ARE SUPERSEDED BY THE LATEST REVISION. -- I 0 ` I\ 1HE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS - .1__:11_<,--CA,! I WIC EQUIPMENT I N - III .N_ �°' - 1 I ( �\ IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE c b I TOP OF FINISHED SHELTER ACCESS p 0 �-#5 @ 10"O.C. OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS �� I—� STAIR ASSEMBLY- _j _ STRICTLY PROHIBITED. TI T- X5 - GRADE SLOPE AWAY _____ _ . �/ TOP&BOT,EA WAY { --I 4,Z-'� FROM CONCRETic 0 0 ��o _ _� --.[U----,'\ 6 � o ol— to o� WING TITLE:, tCONSTRUCTION DETAILS 1 _ _ _- „-- ,_,-;-:;.t.:4-qi `<` 'moo1-111-1"-- o _. .. TOP&BOT.EA WAY N C1RA E Ti, CC 0. I, o�,�-o DC:j 1 � �i o{ .-=� , 1 11 c� i-� `I - Vii, -��- (1_1Nif U I I. I III--III-I , I , -1,i-III-III- I r- -T-Ti - = UNDISTURBED 1 L DRAWING NUMBER: CO 3”CLR NATURAL SUBGRADE -' 6"COMPACTED SEE PLAN TYP CLEAN STONE BASE -- - _ - A-3.38 EQUIPMENT SHELTER CONCRETE SLAB SECTION EQUIPMENT SHELTER CONCRETE SLAB & MOUNT ASSEMBLY _ _ 2 CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:3/4"=1'-0" 111x17 SCALE:3/8"=1'-0" 22x34 SCALE:1/2"=1-0" 11x17 SCALE:1/4'=1'-0" INFRASTRUCTURE P A RTNERS PLANS PREPARED BY: 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 WOODINVILLE,WA 98072 PHONE 425.487.1732 W W W.CORNERSTONE-ENGR.COM ------------- --- --------- -- -- =PROJECT INFO:- , \ PD81 ` \ GREENBURG I \\ 10250 SW NORTH DAKOTA STREET OR 97223 NOT USED 1 23 2 1 \\\\ WASH NGTON COUNTY 22x34 SCALE:NTS 111x17 SCALE:NTS I 2-10 III \\ f"- �'{ I i —ISSUED FOR: :I1yW CONSTRUCTION J w _REV::DATE:=ISSUED FOR: BY:_ • C_-_-] F- JURISDICTION-NORTH= 10-29-19 DRALJS! CD ELEVATION/SCREENING Cu 0b p 10-22-19 REVISED REDS DRA } i� w N13 I O 07-02-19 REVISED REDS U DRA A05-29-19 REVISION LJS _ —DRAWN BY:—CHK.: APV.: C. DRA MWO MWO 3'-4 112" CURRENT ISSUE DATE: , END VIEW -- 4'-61/4 — — 10-29-19 _LICENSURE:— I SIDE VIEWPROFF 2 cj ENG1 NEFq,i9, 1 74538PE (N:‘ �- 24"MINIMUM / -t...i SERVICE AREA 1 ///f i /�'• (X " -} ,—1/2"0 HOLES FOR MOUNTING OREGON o"O� NOT USED8 // TO SURFACE(TYPOF4) '11'1/r1 9' 0\ 22x34 SCALE:NTS 111x17 SCALE:NTSI ory --- ' --1 EXPIRATION DATE 12/31/20 H 1 I — =-URISDICTIONAL APPROVAL: C? 24"MINIMUM 18"MINIMUM H SERVICE AREA SERVICE AREA :,j I j lt L . =PROPRIETARY INFORMATION: L - J - DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS V-10" _...1-- DRAWING ARE SUPERSEDED BY THE LATEST REVISION. 1..------------ THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 24"MINIMUM IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE SERVICE AREA OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS t STRICTLY PROHIBITED. DRAWING TITLE:11- . CONSTRUCTION DETAILS .. PLAN VIEW MOUNTING PLINTH _DRAWING NUMBIER: A-3.4 8 NOT USED 4 15kW POLAR POWER NATURAL GAS GENERATOR _ 1 CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:NTS 11x17 SCALE:NTS 22x34 SCALE:NTS 11x17 SCALE:NTS _ - NOTES: 1. PLACE SIGN ON GATE OR DOOR AND EACH SIDE OF FENCED COMPOUND. 2. PLACE SIGN ON AT&T COMPOUND ONLY. 3. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. INFRASTRUCTURE P A RTNERS AT&T SIGNAGE LOCATIONS - 1'-2" ALL SIDES OF EQUIPMENT ROOM ROOFTOP ANTENNA INDOOR OR OUTDOOR E-.------------- ---------- ----� SITE TYPE EACH GATE GENERATORS PROPANE TANKS TOWER - COMPOUND DOOR.,PAD SECTOR' NOT aawaue� =PLANS PREPARED BY: AT&T OWNED SITES - DOOR SIGN-AT&T DOOR SIGN-AT&T CANE SITE SIGN NO TRESPASSING SIGN AUTHORIZED FUEL STORAGE SIGN MOBILITY PLACARD FCC TOWER ` ''H `-h N" -. TOWER SITES SEE DETAIL 2/A-4 SEE DETAIL 3/A-4 PERSONNEL SEE DETAIL 2/A-4.2 MOUNTED ON TANK REGISTRATON(ASRN) �. SEE DETAIL 4/A-4,1 SEE DETAIL 4/A4.1 SEE DETAIL 2/A-4.1 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 GATE SIGN-AT&T RF CAUTION SIGN- WOODINVILLE,WA 98072 0' AUTHORIZED TOWER(YELLOW) PHONE 425.487.1732 PERSONNEL SEE DETAIL 1/A-42 WWW.CORNERSTONE-ENGR.COM _-__ -,_.._ __.__ i'' SEE DETAIL 3/0.4.1 NO TRESPASSING SIGN RF EXPOSURE SIGNAGE =PROJECT INFO::. �\\ jjj�� ED SEE DETAIL 310.-0 INFO#1(GREEN) J[.,_j\ SEE DETAIL 11Ad.1 PD81 _.-_. -- RF EXPOSURE SIGNAGE -.- - ._.. INFO#1(GREEN) SEE DETAIL 1/A-4.1 G RE E N S U RG RF EXPOSURE SIGNAGE (BLUE) SEE DETAIL 1/A-4.2 10250 SW NORTH DAKOTA`STREET b TIC ARD,OR 97223 FCC TOWER REGISTRATION(ASRN) WASHINGTON COUNTY SEE DETAIL 21A'4.1 ' -ISSUED FOR:-, NO ROOFTOPS' DOOR SIGLACAR RF EXPOSURE SIGNAGE - (SOMEROOFTOPSITES SITE SIGN SITE SIGN FUELSTORAGEESIGN MOBILITYUNTSON PLACARD CONSTRUCTION MAY HAVE A FENCE SEE DETAIL 2/A-0 SEE DETAIL 2/A-4 INFO#2(GREEN) SEE DETAIL 2/A-4.2 MOUNTED ON TANK [[- AND/OR GATE) SEE DETAIL 1;0.4.1SEE DETAIL 4/A-4.1 TR S PASS I N G GATE SIGN-AT&T DOOR TAIL4/A4. RFCF,UTIONSIGN _REV:DATE=ISSUED FOR BY- AUTHORIZED AUTHORIZED AREA(YELLOW)IN - :i PERSONNEL PERSONNEL VICINIT'YOFANTENNA ,�/p�\ JURISDICTION-I'JORTH SEE DETAIL 3/A-4.1 SEE DETAIL 4/0.-0.1 SEE DETAIL 1/0.-4.2 L 8 10 29 19 ELEVATION/SCREENINGDRA NO TRESPASSING SIGN NO TRESPASSING SIGN 1_____________.-._1„ SEE DETAIL 3/A4 SEE DETAIL 3/0.4 d'7� 10-22-19 REVISED RFDS DRA - RF EXPOSURE SIGNAGE RF EXPOSURE SIGNAGE 07-02-19 REVISED RFDS LJSI A DRA INFO#1(GREEN) (BLUE) . SEE DETAIL 1/A-4.1 SEE DETAIL 1/A4.2 NO TRESPASSING SIGN - - A 05-29-19 REVISION LJS _ 3" RE EXPOSURE SIGNAGE -' • 22x34 SCALE:NTS 111517 SCALE:NTS SEE DETAIL 1/A-4.2 -DRAWN BY:-CHK.: APV.: NOTES: r a" - - Er DRA - MWO MWO �_ ___- _____. ________-______..______-_--_____ - AT&T COLLOCATION SITES CURRENT ISSUE DATE: 1. FOR AT&T LOGO SEE AT&T LOGO - _ DOOR SIGN-AT&T Cr DESIGN SPECIFICATIONS(PROVIDED 1" 1'-2" 1" SITE SIGN FUEL STORAGE SIGN MOBILITY PLACARD 10-29-19 BY AT&T). -.---- --.1- • ----- -- -----"1'F- -�'.. TOWER SITES SEE DETAIL 210.-4 SEE DETAIL 2(0.-4.2 MOUNTED ON TANK 2. ALL TEXT FONT IS ARIAL U.N.O. _, SEE DETAIL 4/A-4.1 _LICENSURE: 3. CONTRACTOR TO PROCURE FCC NO. f_____3 15/16" -- _6 3/16" 3 15!16" DOOR SIGN-AT&T - AUTHORIZED FROM COMPLIANCE COORDINATOR, PERSONNEL 00 PROFF PH:(425)895-7000. 1/2" 31/16" 3 1/16" -1/8"WIDE _ �, SEE DETAIL 4/A4.1 ,c./- I ENGI NE4�'.Q19,-;4. TEXT FOR SIGNAGE SHALL INDICATE STRIPE 74538PE CORRECT SITE NAME AND NUMBER AS No TRESPASSING SIGN W PER AT&T CONSTRUCTION MANAGER • • SEE DETAIL 310.4 f / ' RECOMMENDATIONS. T / / r /%y OREGON a 5. CABINET/SHELTER MOUNTING T RF EXPOSURE SIGNAGE li, /9,2�� O APPLICATION REQUIRES ANOTHER ._ i---- \ 7 SEE DETAIL 1/A-4 2 �(I-W. Ory PLATE APPLIED TO THE FACE OF THE 1 I + 1 - ExPIRATION DATE 12/31/20 CABINET/SHELTER WITH WATERPROOF .- RF EXPOSURE SIGNAGE - POLYURETHANE ADHESIVE. CA INFO#1(GREEN) =JURISDICTIONAL APPROVAL: N / N, . SEE DETAIL EEE) RROOFTOPS* DOOR SIGN-AT&T \_ J - _\_- RF EXPOSURE SIGNAGE (SOME ROOFTOP SITES SITE SIGN INFO#2(GREEN) FUEL STORAGE SIGN MOBILITY PLACARD ;\ MAY HAVE A FENCE SEE DETAIL 2/A-4SEE DETAIL 1/A-4.1 SEE DETAIL 2/A-4.2 MOUNTED ON TANK AND/OR GATE) SEE DETAIL 4/0.-4.1 .1 DOOR SIGN-AT&T RF CAUTION SIGN- ,,---- --1/4" N AUTHORIZED AREA(YELLOW)IN '// PERSONNEL VICINITY OF ANTENNA RADIOIFI FCOMM-UNIC:ATIONS.FACILITY____- _ _- ______ _ ______. SEE DETAIL 4/A4.1 SEE DETAIL 1/A4.2 4 0 5/8" _. NO TRESPASSING SIGN ---""SITE.I NAME. _- __ _ _ _ __ " __ SEEDETAIL3/A4 =PROPRIETARY INFORMATION:= 7/16"-'J �-1/2" m DO NOT SCALE DRAIRINGS.CONTRACTOR MUST VERIFY S l_�__1 t.. 1.�L 1 �. „4-- ..-------1/2" .74 - RF EXPOSURE SIGNAGE ALL DIMENSIONS AND ADVISE CONSULT-ANTS OF ANY FCC CALL SIGN. ..---- ,, T.. SEE DETAIL 1(0.4.2 ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS -_ _.CALL_SI G _ - __ _______- _ 03 DRAWING ARETISUPERSEDED CONTAINEDNED INBTHE LATESTOF REVISION. -1/4" so - THE INFORMATION IN THIS SET OF DOCUMENTS - RF EXPOSURE SIGNAGE IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE INFO#1(GREEN) OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS SEE DETAIL 1/0.4.1 STRICTLY PROHIBITED. ---- -- _ __.CONTACIPH_1-800-83&fi662 _ _ __ __/ ___-. \ __- - _ _ A '�I * AS ALLOWED BY BUILDING OWNER IF NOT AT&T OWNED SITE OR SHELTER.COORDINATE WITH BUILDING OWNER AND AT&T CM IS REQUIRED FOR SIGN PLACEMENT FOR ROOFTOP AND COLLOCATE SITES. DRAWING TITLE:' '1) EID •' SIGNS ARE NOT PLACED ON COMPOUND GATE OR FENCE NOT OWNED BY AT&T UNLESS SEPARATE GATE&FENCE USED FOR AT&T SITE.SIGNS ARE NOT PLACED ON TOWER NOT OWNED BY AT&T.IF IT IS AN OUTDOOR EQUIPMENT SITE,PLACE NEAR EQUIPMENT.COORDINATE WITH AT&T CM.7-1 [..'.7-.„ �' 0-- SIGNAGE DETAILS N. / / j A % 1. - / _DRAWING NUMBER. • 3/16"0 SS THROUGH BOLT - 1 �_ W/3'Y SS WASHER �'i OTHERSIDE(TYP OF 4 PLCS) ---FABRIC FENCE w - APPLICATION-- AT&T SIGNAGE DETAIL SIGN PLACEMENT TABLE _ 8 22x34 SCALE:NTS 111x17 SCALE:NTS _ 22x34 SCALE:NTS 11x17 SCALE:NTS - - CEI JOB NUMBER: NSB 19-53004 V-3« i-- Ny '15 INFRASTRUCTURE INFORMATION PARTNER , NOTES: - 1. x DIA Property of AT&T 2. IF FEDERAL COMMUNICATIONS COMMISSION IF REQUIRED AS EDSPECIFIED IN SECTION 4 OF CNTR =PLANS PREPARED BY: • 3. POSTED AT BASE OF TOWER AND AT EACH ENTRANCE POINT. TOWER REGISTERATION NUMBER 4. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. AuthorizedCCOPINIIMMITONIN 1 2 3 4 5 6 7 16928 WOODINVILLE-REDMOND RD NE.SUITE 210 8072 Personnel Only WOODIN RST E-A NGR. .-. -^"------ -------'e'----.--- / PHONE:425.487.1732 POSTED IN ACCORDANCE WITH FEDERAL COMMUNICATIONS WWW C(:+RNERSTONE-ENGR.COM "=,' COMMISION RULES ON ANTENNA TOWER REGISTRASTION , 47CFR 17.4(g) =PROJECT INFO:_ ,/ PD81 Incase of emergency, or prior to performing maintenance on this site, call GREENBURG and reference cell site number 10250 SW NORTH DAKOTA STREET FCC TOWER REGISTRATION (ASRN) TIGARD,OR97223 u at&t 2 WASHINGTON COUNTY 22x34 SCALE:NTS I11x17 SCALE:NTS — — —ISSUED FOR: a -- [r CONSTRUCTION INFORMATION -REV::DATE:-ISSUED FOR: BY: NOTES: NOTES(INFORMATION SIGN 2): 10-29-19 JURISDICTION-NORTH g DRA 1. PLACE SIGN ON ROOM,SHELTER OR CABINET DOOR. 1. NON-METALLIC(VINYL OR SIMILAR WEATHERPROOF MATERIAL)LABEL WITH AN ADHESIVE BACKING. ELEVATION/SCREENING2. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. 2. APPROXIMATELY 5"x 7•'. ACTIVE ANTENNAS ARE MOUNTED � 3. ACTIVE ANTENNAS BEHIND A RADIO TRANSPARENT PANEL.A NON-METALLIC VERSION WITH AN t" 10-22-19 REVISED RFDS DRA ADHESIVE BACKING SHOULD BE AFFIXED TO THE FACE OF THE RADIO TRANSPARENT PANEL 0 ON THE OUTSIDE FACE OF THIS BUILDING CONCEALING THE ANTENNAS. t� 07-02-19 REVISED RFDS DRA 4. ANTENNAS MOUNTED ON THE OUTSIDE FACE OF A BUILDING.A METALLIC OR NON-METALLIC 0 BEHIND THIS PANEL VERSION SHOULD BE MOUNTED ON THE PARAPETS INSIDE WALL DIRECTLY ABOVE THE ANTENNA. 5 05-29-19 REVISION LIS AT&TSCALE NTS ---111x17 SCALE NTS DOOR SIGN 4 5. ROOFTOP ANTENNAS MOUNTED ON SUPPORT STRUCTURES.A METALLIC OR NON-METALLIC �� VERSION(DEPENDING UPON MOUNTING CONDITIONS)SHOULD BE MOUNTED ON THE SUPPORT ON THIS STRUCTURE STRUCTURE,OR VERY NEAR IT,IN SUCH A MANNER THAT THE SIGN IS CLEARLY ASSOCIATED WITH DRAWN BY:—CHK.: APV.: THE STRUCTURE. STAY BACK A MINIMUM 3 FEET [E DRA MWO MWO 6. ANTENNAS THAT ARE STAND-ALONE(E.G.,LAMP POSTS,STADIUMS)IN AREAS WHERE THERE IS CURRENT ISSUE DATE: I __ �0--_ LITTLE POTENTIAL FOR EXCEEDING THE GENERAL POPULATION/UNCONTROLLED MPE EXCEPT, FROM THESE ANTENNAS r alPERHAPS,VERY CLOSE TO THE ANTENNA.IN THIS CASE,THE INFORMATION SIGN 2 WOULD BE L[ 10-29-19 MOUNTED CLOSE TO THE ANTENNA IN ORDER TO ALERT MAINTENANCE WORKERS. Contact AT&T at 800-638-2822 Option sod 7. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. follow their instructions prior to performing any _LICENSURE:— maintenance or repairs closer than 3 feet from the —' Property of AT&T antennas. P This is site yy 74538PE Q'� Authorized _ b.: dr`.;�..____ OREGON,,, O.. Personnel Only `cH 9 , t,,,, k W. OL 10-29-14? NOTES(INFORMATION SIGN 1): io INFORMATION O EXPIRATION DATE:12/31/20 1. 8"x 12"ALUMINUM. =JURISDICTIONAL APPROVAL:— No Trespassing 2. PLACE AT MAIN ENTRANCE(GATE,DOOR,HATCHWAY,ETC). AT&T Mobility operates telecommunications antennas at this —' 3. POSTED ADJACENT TO CAUTION(YELLOW)SIGN. location.Remain at least 3 feet away from any antenna and obey all Violators will be Prosecuted o posted,;ions. N 4. BUILDING OWNER MAY HAVE LIMITATIONS ON WHERE IT CAN BE POSTED. 5. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. Contact the owner(,)of any antenna(s)before working Incase of emergency, or prior to performing closer the 3 feet from theantenna(s). maintenance on this site, call Contact AT&T at prior to performing any maintenance or renewsnear AT&T Mobility antennas. and reference cell site number This is Site It Contact the management office if this door/hatch/gate is found unlocked. — —�--lrl =PROPRIETARY INFORMATION:= I N F O R MAC I O N DONOT O DIMENSIONS AND ADVISE CONSULTANTS VERIFYR MUST TANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS 1' at&t En este propiedad se ubican antenas de telecomicaciones DRAWING ARE SUPERSEDED BY THE LATEST REVISION. �' ,parades por AT&T Mobility.Favor mantener una disten:da de no THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS menos de 3 pies y obedecer todos Ios avisos. IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE ` OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS Comuniquese con el propietario o los propietarios de las antes de STRICTLY PROHIBITED. trabajar o cominar de menos de 3 pies de la antena. _ Comuniquese con AT&T Mobility antes de realizar —DRAWING TITLE:. cualquier mantenimienlo o reparations cerca de las antenas de AT&T Mobility. NOTES: [[_. SIGNAGE DETAILS esta es a estacion base numero 1. ALUMINUM SIGN. Favor comunicarse con la oficina de la administration del 2. PLACE AT MAIN ENTRANCE GATE TO COMPOUND. edificio siesta puede o compuerta se encuentre sin candado DRAWING NUMBER: , 3. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. O ;ignpl O —' � , J A-4. 1 8 AT&T GATE SIGN 3 RF INFORMATION SIGN CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:NTS 111x17 SCALE:NTS _i 22x34 SCALE:3"=1'-0" 111x17 SCALE:1 1/2" '' ` % INFRASTRUCTURE NOTES: CAUTION P ARTNERS 1. 8.x 12"ALUMINUM. 2. POSTED AT EACH ANTENNA ARRAY ON ROOFTOP SITE. 3. BUILDING OWNER MAY HAVE =PLANS PREPARED BY: RESTRICTIONS ON WHERE IT CAN BE POSTED. 4. SEE SIGN PLACEMENT TABLE FOR �►-� ADDITIONAL INFORMATION. OVa 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 WOODINVILLE,WA 98072 PHONE 420.487.1732 WWW.CORNERSTONE-ENGR.TOM Beyond this point you are =PROJECT INFO: entering a controlled area where PD81 RF Emissions may exceed the FCC Occupational Exposure Limits GREENBURG Obey all posted signs and site guidelines 10250 SW NORTH DAKOTA STREET for working in an RF environment TIGARD,OR 97223 WASHINGTON COUNTY ` Ref FCC 47CFR 1.1307(0 1 r-ISSUED FOR:- r[ CONSTRUCTION 1 NOTES: &CAUT 0f -REV:-DATE:=ISSUEDFOR:-,-BY.- 1. 8"x 12"ALUMINUM, 10-29-19 JURISDICTION-NORTH DRA 2. POSTED AT BASE OF TOWER. ELEVATION/SCREENING 3. EITHER CAUTION SIGN MAY BE USED BUT"TOWER"VERSION IS A 10-22-19 REVISED RFDS DRA PREFERRED ON TOWERS. 4. SEE SIGN PLACEMENT TABLE FOR LJS/ ADDITIONAL INFORMATION. nn �^6 07-02-19 REVISED REDS DRA NOT' USED 3 O 05-29-19 REVISION LJS 22x34 SCALE:NTS 111x17 SCALE:NTS ErDFM -DRAWN BY:=CHK.: APV.: MWO MWO On this tower: CURRENT ISSUE DATE: Radio frequency fields near some [L 10-29-19 antennas may exceed FCC rules -LICENSURE L� for human exposure. Personnel climbing this tower should be AFF trained for working in radio frequency "G1N�eR environments and use a personal RF r,,- z /74s��aPe ` monitor if working near active antennas. !4: / '1' • In accordance with Federal Communications Commission rules on'ad. OREGON n frequency emissions 47CFR 1.137(9) O_.. n'k.. 9 • 1 EXPIRATION DATE:12'31/20 NOTES: NOTICE O ! I E _URISDICTIONAL APPROVAL 1. 8"x 12"ALUMINUM. ■ �1 2. POSTED AT EACH ENTRANCE (GATE,DOOR,HATCHWAY,ETC). 3. BUILDING OWNER MAY HAVE RESTRICTIONS ON WHERE IT CAN BE POSTED. 4. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. /Et =PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS,CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LA1 EST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS Beyondthis point you are IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS entering an area where RF STRICTLY PROHIBITED. Emissions may exceed the FCC [-DRAWING TITLE: - General Population Exposure Limits r Follow all posted signs and site guidelines L SIGNAGE DETAILS for working in an RF environment DRAWING NUMBER: Ref FCC 47CFR 1.1307(0) 4, ■ w /� NOT USED 2 RF SIGNAGE. I _. LV( 22x34 SCALE:NTS 111 x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS CEI JOB NUMBER: NSB 19-53004 PROPOSED ANTENNA CONFIGURATION AND SCHEDULE-PER RFDS VERSION 1.0-DATED 04-02-19 ELETILTC, MTILECT QTY H. RRH FEEDER POWER FEEDER SECTOR X AZIMUTH RAD CENTER QTY VENDOR MODEL RET RRH #OF FEEDERS TYPE FEEDER LENGTH PLACEMENT DIPLEXED LTE 1908 LTE AWS 4° 825/66 1(N) - �� INFRASTRUCTURE LTE 700 110° 96.0' 1 COMMSCOPE SBNHH-1 D65C B' 0° YES 812114 1(N) NO P A RTNERS LIE 1900;LTE AWS 4' SHARED 825166 ____ LTE 700 110° 96.0' 1 COMMSCOPE SBNHH•1Dq O 65C 10° 0° YES SHARED - N FIBER (4)TRUNK 6125' INSIDE POLE N0 B12/14 LINES .. LTE INCS 4° 830 1(N) LTE 850/50 850 8° 85 1(N) _. LTE WCS 110° 96.0' 1 KATHREIN 800'10966 4' 0° YES 8311 - NO =PLANS PREPARED BY: LTE 850/5G 850 8° B5 - —' ' SECTOR YELEC. MECH. RRH FEEDER POWER FEEDER AZIMUTH RAD CENTER QTY VENDOR MODEL RET RRH 9 OF FEEDERS PLACEMENT DIPLEXED TILT TILT QTY TYPE FEEDER LENGTH _� C'OMIW7'OIVi LTE 1900/LTE AWS 3' 825/66 1(N) LTE 700220° 96.0' 1 COMMSCOPE SBNHE{q D65C 6' 0° YES B12/14 1(N) NO SHARED 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 LTE 19001 LTE AWS 3° B25/66 WOODINVILLE,WA 98072 LTE 700 220° 96.0' 1 COMMSCOPE SBNHH-11165C 6° 0° YES SHARED NO PHONE:425.487.1732 812/14 W W W.CORNERSTONE-ENGR.TOM LTE WCS 3° 830 1(N) LTE 850/50 850 6° 85 1(N) =PROJECT 220° 96.0' 1 KATHREIN 80010966 0° YESNOINFO:..LTE WCS 3° 830 - — LTE 850/50 850 6° 85 • PD81 ELEC. MECH. RRH FEEDER POWER FEEDER SECTOR z AZIMUTH RAD CENTER QTY VENDOR MODEL TILT TILT RET RRL{ Qn #OF FEEDERS TYPE FEEDER LENGTH PLACEMENT DIPLEXED LTE 19001 LTE AWS 4° 825/66 1(N) ._ LTE 700320° 96.0' 1 COMMSCOPE SBNHI1•1 D65C 8° 0° YES 812/14 1(N) NO GREENSURG LTE 1900/LTE AWS 4` SHARED 825/66 LTE 700 320° 96.0' 1 COMMSCOPE SBNH11-1D65C 8° 0° YES SHARED NO 10250 SW NORTH DAKOTA STREET 812/14 LTE 1NCS 4° 1530 1(M �— TIGARD,OR 97223 LTE 850/50850 320° 980' 1 KATHREIN 80910966 8° 0' YES B5 1(N) WASHINGTON COUNTY NO LTE WCS 4° 830 LTE 85015G 850 8° 85 • [-ISSUED FOR:[ CONSTRUCTION ] PROPOSED RF SCHEDULE 4 NOT USED - 3 _REV::DATE:-(.,SUED FOR: BY:_ 10-29-19 JURISDICTION-NORTH DRA 22x34 SCALE:NTS 111x17 SCALE:NTS _ 22x34 SCALE:NTS 111x17 SCALE:NTS Ll ELEVATION/SCREENING NOTE: 9\-' PROPOSED C4•LTE 850 6 A 10-22-19 REVISED REDS DRA DO NOT BLOCK CLIMBING FACE 1.7 SECTOR /5G 850/LTE WCS 6 OF(E)MONOPOLE W/ANY G Z" PANEL ANTENNA \A. g A 07-02-19 REVISED REDS US/TOWER MOUNTED EQUIPMENT DRA Oa, 05-29-19 REVISION US COMMSCOPE MCG2C-12-133/_1� -DRAWN BY:—CHK.: APV.: PROPOSED C2- 5' MOUNT(TYP OF 3) A-3.1 r DRA MWO MWO LTE 70f)PANEL ANTENNA( 1, - / CURRENT ISSUE DATE: _ \.4.---e,•%,••001 PROPOSED DUEL RRH PROPOSED Cl-LTE 700 , MOUNT(TYP OF 6) 7 C 10-29-19 /LTE 1900/LTE?AWS;` PANEL ANTENNA 5� ,�y �A 3 _LICENSURE:'. A 3 \ I�,/ _IV PROPOSED Al LTE 700 PRpF p �� /LTE 1900/LTE AWS,6 ,,,9,,:n,, 'NeeR ss PROPOSED B5 AHCA RRH �� PANEL ANTENNA A.3� i 74538PE -Qt.-- (1 t 1. (1 PER SECTOR,TOTAL OF 3);7A_3 - J\ / /,< a PROPOSED A2-LTE 700; OREGON �''� 48041 � �' PANEL ANTENNA ?/ : '4%19 Za0O� .�W. EXPIRATION DATE 12/31/201 ‘144.10. 15-10, 4 ,`t�`t _,, t�• -- „URISDICTIONAL APPROVAL:.1044.�� PROPOSED±100.0' PROPOSED B4-LTE 850 `r. p . MONOPOLE(BY OTHERS) 15G 850/LTE WCS 6 PANEL ANTENNA AJ , ir• PROPOSED 630 AH AN RRH ‘: q2//yUTH (1 PER SECTOR,TOTAL OF3)EA-3) '' , //09 •a SECTOR PROPOSED SURGE 9� i II; -S SUPPRESSOR(TYP OF 2)� = li ' �� _PROPRIETARY INFORMATION: A3 ! DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY _ ��• ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY PROPOSED B2- r' . ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS LTE 700 PANEL ANTENNA(--5 , PROPOSED A4-LTE 850 DRAWING ARE SUPERSEDED BY THE LATEST REVISION. \A-3 ' /5G 8501 LTE WCS 6 `, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS \, PANEL ANTENNA A-3! IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE \ OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. SECTOR yo PROPOSED 61-LTE 700 'L --PROPOSED 812/14 AHLEA RRH( 1 ' -DRAWING TITLE: "Y" 1 LTE 1900/LT'E AWS PANEL ANTENNA 5�/ I (1 PER SECTOR ,TOTAL OF 3) \A-3) A•3/ IE ANTENNA PLAN&SCHEDULE P\C PROPOSED B25/26 AHFIB RRH 4 (1 PER SECTOR,TOTAL OF 3) `.A-_, _DRAWING NUMB)=R: PLAN NORTH R F!1 8 PROPOSED ANTENNA PLAN 2 NOT USED _ CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:1/2"=1'-0" 111017 SCALE:1/4"=1'-0" 22x34 SCALE:NTS I11x17 SCALE:NTS MATCH(E)SURFACE MATCH(L=) SURFACE EXCAVATION/ EXCAVATION/ 15 INFRASTRUCTURE MAGNETIC - - MAGNETIC _ 3'-0" WARNING TAPE WARNING TAPE TRENCH P A R TNERS TRENCH NM% AIME _ 1 Z �. R \��/\ i x TA %\ UNEXCAVATED AREA 4 .' ;%\ UNEXCAVATED AREA PLANS PREPARED BY: i� \\ \ i f; . in - • COMPACTED FILL cn \ \A e•1 f \, COMPACTED FILL `n 9' y/�.' PER UTILITY CO. CO I N£F R 17OMi -< //' PER UTILITY CO. /' REQUIREMENTS N<,��Ra, ,N. 1 REQUIREMENTS j %%% 7 / 18928 WOODINV!LLE MLLE, 80 2 SUITE 210 �� (2)2"0 POWER WOODINVILLE,WA 98072 GAS LINE(SIZE \/ CONDUIT PHONE:425 487 1732 SAND FILL TO BE \'\ WW.CORNERSTONE-ENGR.COM DETERMINED SAND FILL WV VW POWER CONDUIT BY PROVIDER)--' � '----4"0 FIBER CONDUIT PROJECT INFO: A NOTE: /1r' NOTE: PD81 VERIFY ACCEPTABLE SIZE AND TYPE VERIFY ACCEPTABLE SIZE AND TYPE OF CONDUIT WITH LOCAL PROVIDERS OF C::ONDUIT WITH LOCAL PROVIDERS 1 GREENBURG 10250 SW NORTH DAKOTA STREET TRENCHING DETAIL 1 2 TRENCHING DETAIL 11 NOT USED 10 NOT USED TIGARD,OR 97223 WASHINGTON COUNTY 22x34 SCALE:1/2"=1-0" 111x17 SCALE:1/4"=1'-0" 22x34 SCALE.1/2"=1'-0" 11x17 SCALE:1/4"=1'-0" 22x34 SCALE:NTS 11x17 SCALE:NSCA TS 22x34 LE:NTS '11x17 SCALE:NTS - - ( ISSUED FOR: _____ _ ____ CONSTRUCTION — \- - PROPOSED NATURAL GAS STUB UP \ _REV::DATE:=ISSUED FOR:�BY:� DRA ` 10-29-19 JURISDICTION-NORTH PROPOSED 17x30 BOTTOMLESS '\ ELEVATION/SCREENING �=-U--_�-� FIBER HANDHOLD Wl —� - INCIDENTAL TRAFFIC LID 10-22-19 REVISED REDS DRA ii il I II �� RA �� 11 IIIIIII,_1ryry ' ° • yl-.' 11� ,•, ,r, °• ,•• ,�� ,�, rz�.r, ,�r ,r. ur �.� ��,� u . , SW ST \ IA 07-02-19 REVISED REDS US/ �•- � �j Iy.J" u1._LL1(L.111 ur 1rL-.1e-_(.L 1rL1lLm_1r \ / —T-- T- - - _ _,_ __ yY !� 5 05-29-19 REVISION US - i' �I PROPOSED NATURAL GAS LINE �� "'- -- - - ,_ \ �-�1i�' � � ROUTED UNDERGROUND TO GAS f_ t.:2-- S 87°51'53"E_35244' __ [CURRENT CtRAWN BY:—CHK,: 1 PV,: • -\` ' \ METER WITHIN LEASE AREA �y (E)TREES(75 80') " DRAMWOMWO \ �� A I c3oA ISSUE DATE: \N �.N \ II /7 �1 [ F�, v 10-29-19 \ y I (E)EDGE OF ASPHALT-- -I`'l \i L� �/ I I I c3 ' _LICENSURE:, \ \ I I . i 4 - n AFF \ \\ I \ I / I _--fit"___ \-4,-. V � 6,..4c--,,,74,.....„;,.C ' \ N, \ 1 1 -. __ {F"— {&----' - _f rte_ t� 74538PE N N I 1 _� �0------0--0,-- — a ��(E)TREES o \\� \ I i PROPOSED UTILITY EASEMENT //-1I OREGON a \ \R \ i 6 \ Qv s.2°°50 \ \ \\ I - 1 I I > `}} ra }' T r-;, ✓f W. OA' PROPOSED PSE 644 "I �3 .1 >y 1 1 N I I o I - .� ® EXPIRATION DATE 12/31/20 \ i - VAULT&TRANSFORMER 4 PRfOPOSED FIBER OPTIC CABLE p I� l S?—ai ® = URISDICTIONALAPPROVAL:r_, N I 1 I g I / ROUTED UNDERGROUND TO • ��J1,— \NI �- J. 1 —_V PROPOSED WIC :11"i-111P-16141: O, /�(,-� .P P--PyP PI GASpPG4SF�=G0.S-�pqS F 0 F� F . _ I\.,�1,�'. 3 (E)BUILDING ! Ill D1TT I - � \_I� II O° m�1 - 3'-0" T `I T U i! T T T i i R TiT L__ _ - MIN TTTIIII TTiTTfTITFT■ T CALL TWO WORKING DAYS - u r BEFORE YOU DIG! ( ) �� r - PROPOSED 2'OR NATURAL GAS LINE T \ 811CONDUIT TO L_ = ROUTED UNDEGROUNCI TO GENERATOR _PROPRIETARY INFORMATION:_ E PGE POLE#6908-� TRANSFORMER.CONDUIT NEEDS TO BE -- DO NOT SCALE DRA'.NiNGS.CONTRACTOR MUST VERIFY da PROOFED AND INSPECTED W/PGE ONSITE. -- PROPOSED POWER ROUTED ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY NATIONAL UTILITIES UNDERGROUND LOCATE IF CONDUIT FAILS:SAWCUT(E)ASPHALT - --REUSE(E)3"0 CONDUIT FROM _ TO EQUIPMENT SHELTER ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS SASE,PRECAUTION SHALL.IMPLEMENTED BY GaIsr AT ALL TO ACCOMMODATE 3"0 UTILITY CONDUIT - TRANSFORMER.CONDUIT NEEDS TO BE DRAWING ARE SUPERSEDED S/THE SE]OFEST DOCUMENTS TRENCHING wACC....P.N CURRENT os w GTANDARDs THE INFORMATION CONTAINED IN THIS SET DISCLOSURE _�E NR TO TRANSFORMER,REPAIR TO BE AS NEW PROOFED AND INSPECTED W/PGE ONSITE. PROPOSED UTILITY H-FRAME IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE Rw-RED wEa GREEN GAso. D,' s"R° CONDITION WHEN COMPLETE IF CONDUIT FAILS:INSTALL.3"0 UTILITY OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. TE�cnry ORANGE RaoRoseD-wwrE wATea Rwe > = CONDUIT TO METER BASE _ - UNDERGROUND UTILITY RUN LENGTHS TO LEASE AREA = PROPOSED NATURAL GAS FLAG ENDS -DRAWING TITLE: OF CONDUIT FOR GAS COMPANY-GAS _2\\ - [UTILITY ROUTING PLAN 8,DETAILS TYPE ROUTED SEPARATELY ROUTED TOGETHER TOTAL LENGTH = COMPANY TO WELD SUPPLY PIPE AS NEEDED TO EXTEND PIPE TO METER " POWER ±25' ±60'(P,F&G) ±85' y IlkI itif - ^ r DRAWING NUMBER: _ FIBER ±0' ±45'(F&G) ±120' __ \� GAS t0' ±45'(F&G) ±115' PU,N NORTH Ea 8 UTILITY ROUTING PLAN _ C::EI JOB NUMBER: NSB 19-53004 22x34 SCALE: 11x17 SCALE: INFRASTRUCTURE P A RTNERS =PLANS PREPARED BY: ClTOINi PROPOSED 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 2"SCH 80 PVC CONDUIT WOODINVILLE,WA 98072 PHONE:425.487.1732 W/343/0&1#5 GRND WW PHONE: =PROJECT INFO:: 200A,120/240 SINGLE PHASE PD81 3 WIRE:VAC,METER-- WIC. I- (2)PROPOSED Ars GREENBURG 3"SCH 80 PVC CONDUIT W!ELECTRIC I I 10250 SW NORTH DAKOTA STREET ---rte I TIGARD,OR 97223 L -I F -------------1 WASHINGTON COUNTY --,.� I I M —ISSUED FOR: L �_ r I POWER PLANT _ . EMERSON L CORlSTRUCTION _REV.:DATE:—ISSUED FOR: BY: 48 JURISDICTION-NORTH g ` 1 10-29-19 ELEVATION/SCREENING DRA X81 A 10-22-19 REVISED REDS DRA J � LJS! A` 07-02-19 REVISED REDS DRA A05-29-19 REVISION UJS (2)PROPOSED F DRAWN BY:—CHK.: APV.: 3"SCH 40 PVC ELECTRIC CONDUIT W/(2)500MCM LE DRA MWO _ MWO (GENERATOR POWER) ---- , CURRENT ISSUE DATE: \_ LL 10-29-19 _LICENSURE: �$,`c'�P R OP u ANG I NEER'U',�j i74538PE 9�.- PROPOSED _ /11/: 4Vii. 1"SCH 40 PVC ELECTRIC CONDUIT (BATTERY CHARGER OREGONo> &BLOCK HEATER POWER)--------- '� R s. 50 �--_`__,� \ EXPIRATION DATE:12/31/20 PROPOSED 1"SCH 40 PVC ELECTRIC CONDUIT =,URISDICTIONAL APPROVAL: (GENERATOR START CONTROL CIRCUIT &GENERATOR ALARM&D.C.POWER) r PROPOSED GENERATOR =PROPRIETARY INFORMATION:= DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. [C)RAWINGTITLE:' L ONE LINE DIAGRAM DRAWING NUMBER: E-1 . 1 8 ONE LINE DIAGRAM 1 - CEI JOB NUMBER: NSI3 19-53004 22x34 SCALE:NTS 111x17 SCALE:NTS _ GROUNDING KEYED NOTES O2/0 SOLID TINNED WIRE EXTERNAL GROUND RING AT 24"BELOW GRADE. 518"x10'-0"COPPER GROUND ROD.SPACE GROUND ROD AS REQUIRED. INFRASTRUCTURE " .-\ O 2 SEE DETAIL 2/E-2.2 P APTNESS -<.: O GROUND INSPECTION WELL.SEE DETAIL 3/E-2.2 1,1t.: ' - ' / PROPOSED ANTENNA n /111 ' Z-(3 PER SECTOR,TOTAL OF 9) _- - I$fs ----- i �/ �4 GROUND BUSS BAR.SEE DETAIL 5/E-2.2 _PLANS PREPARED BY: i ■■ ..• 9 / °A O CADWELD#2 STRANDED GREEN GROUND LEAD FROM STEEL '��° ‹ .p...�� // 5 TO GROUND BAR. �►� tiGItiE RIN �_� L �� "� ♦ CADWELD SOLID TINNED GROUND LEAD FROM STEEL TO 6 18928 WOODINVILLE-REDMOND RD NE,SUITE 210 •r' /�'!Z i'r/ ^ © GROUND RING WOODINVILLE.WA 98072 \, , lz►.�� -i iii /� iC COMPRESSION LUG#2 STRANDED GREEN INSULATED GROUND LEAD PHONE 425.487.1732 PROPOSED RRH l/' `Ilu " 1 I © O FROM EQUIPMENT TO GROUND BAR.SEE DETAIL 6/E-2.2 WWW.CORNERSTONE•ENGR.COM (4 PER SECTOR,TOTAL OF 12) ----- t� 1 r `! CADWELD SOLID TINNED GROUND LEAD FROM GROUND RING TO PROJECT INFO: // si .Uig s / O GROUND RING. ar � le `i �i /` g'• PD81 �_ _ _ . 91� 1 O CADWELD SOLID TINNED GROUND LEAD FROM FENCE TO GROUND RING. `fir--`.___._ �� I \ ` SEE DETAIL 7/E-2.2 A. .,-.. � � 1 -- PROPOSED COMMSCOPE GREENBURG PROPOSED SURGE _--� -\ ''; MCG2C-12-B3 MOUNT(TYP OF 3) SUPPRESSOR(TYP OF 2)- 1-INA�\ 11 SOLID TINNED GROUND LEAD FROM GROUND BAR TO GROUND RING. 10250 SW NORTH DAKOTA STREET Na!> 6 TIGARD,OR 97223 ,\ 8 \ 4 WASHINGTON COUNTY ISSUED FOR: St GROUNDING NOTES =olivii, i IV PROJECT INFO: . . CONSTRUCTION' FOR: BY.�. J 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. Q 10-29-19 JURISDICTION-NORTH DRA ELEVATION/SCREENING - -1 2. GROUND ALL ANTENNA BASES,FRAMES,CABLE RUNS,AND OTHER METALLIC Q 10 22-19 REVISED RFDS DRA COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS.FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR � LJS/ PLAN NORTH GROUNDING REQUIREMENTS.GROUND COAX SHIELD AT BOTH ENDS AND EXIT r o 07-02-19 REVISED RFDS U S! FROM TOWER OR POLE USING MFR'S PRACTICES. SCHEMATIC GROUNDING PLAN (AT TOWER TOP) 2 3. ALL GROUND CONNECTIONS SHALL BE CADWELD.ALL WIRES SHALL BE 05-29-19 REVISION US 22x34 SCALE:1/2"=1'-0" I11x17 SCALE:1/4"=1'-0" COPPER THHWTHWN.ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE -DRAWN BY:-'CHK.: APV.: ABOVE GROUND. DRA I MWO I MWO I 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE.GROUNDING AND CURRENT ISSUE DATE: 4'7171 �'^--� \ OPOSE 00.0' OTHERREPRESENTATIVE.OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS,LLC. (s(a-�;� (s(a�l ` :T." �� "� ' OP, r •TH _K PROPOSEDDIESELGENERATOR10-29-19 t.\"i-f 41 e4?f h (s(a.M ((s< N1 f ti / ,� � rl H �7�1"�� SLAB 5. REFER TO DIVISION 16 GENERAL ELECTRIC;GENERAL ELECTRICAL PROVISION -LICENSURE: PROPOSED VERTIV ELEVA'iED �9tom\ �/ �/ tom\ ')� t�\+),f \!�f t);��f Cs(D4 .ff (s(�1�1AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. WIC EQUIPMENT SHELTER /i 9w --- - - - ry �/ tom\ i tom\ 'i/f g�00 P -._. ON CONCRETE SLAB - / / --- ;;, --- --- - ---_�` _ _', -,-..z.9 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING �� E F'+ // O • _ / \ sem.- \ SYSTEM,AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T 74538PE / \--- /— _ O;- x ----€1 _ X—, 0 x _ _- ,,.1 1\ WIRELESS,LLC.REPRESENTATIVE,PRIOR TO INSTALLATION OF GROUNDING• /y��`7 � `///' PROPOSED DOUBLE -� / •\\ \\ / (s( 3f ______.<1 SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING SWING ACCESS GATE / _� \ ,./ ,\ � 1 �� I .• 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES s•N.0,0.0 _- `� ///ink / �`N. , _ ____ �, \I INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. R*W. ON- 10-29-19 iii IEXPIRATIIXd DATE:12/31/20 IP // I I \\ / f� =-PROPOSED CHAIN-LINK FENCE GROUNDING ROD NOTES \ / I Sr- \\ (s(O,f� =JURISDICTIONAL APPROVAL. - I fillip■I` / ®C. \ • t`\if / ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE 1111111 �I .\ A 0 \I -,-,:...-9" THE GROUND SYSTEM HAS BEEN INSTALLED;A QUALIFIED INDIVIDUAL,UTILIZING - -1 111111 311. --- — "''z^' :''... 1° ) THE FALL OF POTENTIAL METHOD,SHOULD PERFORM THE TEST. THE REPORT 7 �� ® 1 �1 WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST i - ✓ 11 ( -. I (S(a~;� © POINTS ALONG THE TESTING LINE,GRAPHED OUT TO SHOW THE PLATEAU. V I � - v� I v �� vv / • �=-9 � 2 POINT GROUND TEST OR 3 POINT 62%TESTS WILL NOT BE ACCEPTED AS C3> i - ` J' ' " ". _ `/ I/ O ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS.TEST SHALL BE I .A. J/ � PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE NC SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. =PROPRIETARY INFORMATION: - / — _ _ _ _ ," �' ---'-'- -�t\ /% tZ�'J f DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY J LEGEND ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ��- / ; � ^------" I ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS // 1 - GROUND BAR INCLUDED IDRAWING ARE // !�La • FLOOR OF WIC EQUIPMENT ..,--R--.), THE INFORMATION CPONTAINED INED THISSET OF DTHE LATEST OCUMENTS SION. I 'R\• @ 1 � SYMBOL DESCRIPTION IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE _ / %-(� _ OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS / SHELTER(TYP OF 2), \ O 1 f -.......,./,\ -/ (\ SEE MANUFACTURER'S t • tom\ GROUND INSPECTION WELL STRICTLY PROHIBITED. �_— \� _ �� RECOMMENDED GROUNDING DING 0 x o-••\ x -0 x ._O d / /5\ O COPPER GROUND ROD ,- x--_O \ DRAWING TITLE: CHEMICAL GROUND ROD-L-SHAPED GROUNDING PLAN ` ' -?/ 0 CHEMICAL GROUND ROD-STRAIGHT SHAFT DRAWING NUMBER: ri �(TT7T7liIIITIIIIIITT[TTIi I1T1111111111111fTTi11Il!IIIlIIIIIIIIIifillllillllllliillllllllillllllilliilllllllllfTilliIIIIIIfIIrIIfIIITT11111i�T NOTE: ALL GROUNDING WIRE RUNS AND CONNECTIONS,BOTH ABOVE AND `-{2 COMPRESSION LUG 0 BELOW GRADE,SHALL BE LOCATED =, INSIDE OF THE LEASE AREA LINE. PLAN NORTH CADWELD CONNECTION `\ E-2 8 SCHEMATIC GROUNDING PLAN (AT GRADE) 1 0 SIDE SPLICE CADWELD �__�_.— __. _ \-,___41,‘. FIELD VERIFY&TIE INTO EXISTING GROUNDING SYSTEM CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:3/8"=1'-0" 111x17 SCALE:3116"=1'-0" TOWER RADIAL GROUND • 2/0 SOLID TINNED WIRE CADWELDED(OR FASTENER APPROVED BY PROJECT MANAGER)TO TOWER BASE.EXTEND WIRE 30'MINIMUM IN SWEEPING CONFIGURATION AS SHOWN(BEYOND LEASE LINE IF POSSIBLE,IF NOT AS SHOWN ON PRINT)AT A MINIMUM DEPTH OF 24'.ALL GROUND RODS TO BE INFRASTRUCTURE 10'COPPER OR COPPER CLAD.FIRST GROUND RODS FROM TOWER ARE TO P A RTNERS BE PLACED 10'EQUAL DISTANCE(BETWEEN ROD CENTERS)AND A MINIMUM OF EVERY 10'ALONG TOTAL LENGTH.ALL BENDS MUST MAINTAIN A MINIMUM 12"RADIUS! TOWER EQUIPMENT RING GROUND INTERCONNECT =PLANS PREPARED BY: ONLY ONE(1)CONNECTION OF THIS TYPE FOR EACH TOWER!SAME CONSTRUCTION AS NOTE A ABOVE EXCEPT THE TERMINATION AT THE GROUNDING RING MUST BE THREE WAY CONNECTED.ALL BENDS MUST �COPwIl1/TONi MAINTAIN A MINIMUM 12"RADIUS! EQUIPMENT RING GROUND 16928 WOODINV LLE•REDMOND RD NE,SUITE 210 ALWAYS OBSERVE THE TURN DIRECTIONS SHOWN WHEN PLACING BENDS PHONEWOOD425 WA88272 OR CONNECTIONS!USE#2 SOLID TINNED WIRE PLACED WITHIN 3'(t6")FROM WWW.CORNERSTONE-ENGRCOM EDGE OF BUILDING CONCRETE FOUNDATION AT A MINIMUM DEPTH OF 24". ALL CONNECTIONS TO GROUND RING ARE TO BE CADWELDED ALL GROUND =PROJECT INFO: RODS TO BE 10'COPPER OR COPPER COLD AND PLACED 10'EQUAL DISTANCE(BETWEEN ROD CENTERS)AND A MINIMUM OF EVERY 10'ALONG PD81 TOTAL LENGTH.ALL BENDS MUST MAINTAIN A MINIMUM 12"RADIUS! SINGLE POINT GROUND BAR(COAX BULKHEAD) GREENBURG ALWAYS OBSERVE THE DIRECTIONS SHOWN WHEN PLACING BENDS OR CONNECTIONS TO GROUND RING!USE TWO(2)#2 SOLID TINNED WIRE OR TWO(2)3"COPPER RIBBONS ATTACHED ON OPPOSITE ENDS OF BAR OR 10250 SW NORTH DAKOTA STREET BULKHEAD EXTENDING DIRECTLY TO GROUND RING AS SHOWN.ALL WIRE TIGARD,OR 97223 CONNECTIONS TO GROUND RING ARE TO BE CADWELDED,RIBBONS MAY BE WASHINGTON COUNTY ATTACHED TO GROUND RING WITH A"LISTED"PRESSURE CONNECTION WITH APPROVAL OF CONSTRUCTION MANAGER.ALL BENDS MUST MAINTAIN —ISSUED FOR: A MINIMUM 12"RADIUS! [REV::DATE. ISSUED EQUIPMENT INNER BONDING RING CONSTRUCTION #2 SOLID TINNED WIRE CADWELDED(TO INNER BONDING RING)AT A = FOR: gy,i LOCATION EITHER ABOVE THE SOIL LINE OR JUST INSIDE INTERIOR OF BUILDING.ALWAYS USE PVC(NONMETALLIC)SLEEVES WHEN ENTERING THE Q 10-29-19 JURISDICTION-NORTH ELEVATION/SCREENING ORA STRUCTURE!THIS TYPE OF BOND IS REQUIRED AT EACH OUTSIDE CORNER AND AT DISTANCES NOT TO EXCEED 50'ALONG ANY STRAIGHT WALL.ALL BENDS MUST MAINTAIN A MINIMUM 12"RADIUS! 10-22-19 REVISED RFDS DRA POWER/FIBER TRENCH LJS/ NOT USED UTILITIES CAN EITHER BE PLACED IN SAME TRENCH(NESC RANDOM 6 07-02-19 REVISED RFDS DRA SEPARATION)OR IN SEPARATE TRENCHED AT A 36"DEPTH.ALWAYS PLACE � 22x34 SCALE:NTS 111x17 SCALE:NTS 3 THESE FACILITIES BELOW WHILE MAINTAINING A 36"HORIZONTAL L� 05-29-19 REVISION LJS SEPARATION AND A 12"VERTICAL SEPARATION FROM ANY RADIAL OR RING REMOTE RADIO UNITS GROUND SYSTEMS IN,ON,OR ADJACENT TO THE RADIO SITE. DRAWN BY:--CHK.:----APV.: NOTES: DRA MWO MWO n ' POWER/FIBER ENTRANCE 3'JUMPER DIN MALES 1.ALL CONNECTIONS TO GROUND RING THE BUILDING RING GROUND MEETS OR EXCEEDS THE NEC ARTICLE 250 CURRENT ISSUE DATE: ��,a a SHALL BE CADWELDED UTILITY PROTECTION GROUND.THEREFORE,INFORM LOCAL INSPECTOR - GROUNDING BUSS BAR& THAT ADDITIONAL GROUND RODS ARE NOT REQUIRED.ALL UTILITY 10-29-19 ATTACHMENT KIT WITHOUT 2.USE MECHANICAL CONNECTIONS ONLY GROUNDS MAY BE ATTACHED TO THE#2 SOLID TINNED BOND WIRE..IF [LICEN. SURE: WEATHER SEAL I + INSULATORS BOLTED TO TOWER WITH THE WRITTEN APPROVAL OF THE LOCAL POWER COMPANY CODES REQUIRE AN ADDITIONAL GROUND ROD, ! CONSTRUCTION MANAGER BOND THE TWO FACILITIES TOGETHER AT THIS LOCATION. .0)PRopF�p. `5� ENGI NEER'U'i. ANTENNA T #2 GREEN FROM TOP GROUND 3.HOISTING GRIP TO BE INSTALLED UTILITY GROUNDING ELECTRODE BAND ? F74538PE BAR TO BOTTOM GROUND BAR BELOW TOP GROUND KIT USE#2 SOLID TINNED WIRE PLACED WITHIN 3'OF UTILITY ENTRANCE GROUNDING KIT FACILITY.ALL CONNECTIONS TO GROUND RING ARE TO BE CADWELDED. /1/74,. ...47.00N�,'��CONNECTION TO ENTRANCE FACILITY TO BE WITH A"LISTED"CONNECTION. y ALL BENDS MUST MAINTAIN A MINIMUM 12"RADIUS! *,�' 9,x°°°42. WIC EQUIPMENT SHELTER RADIAL GROUND/FENCE BOND CROSSING k W. O� �_ s, WHEREVER PRACTICAL,TO REDUCE MAGNETIC COUPLING,THESE EXPIRAT ON DATE 12/31/201 FACILITIES MUST CROSS AT A 90°ANGLE WHILE MAINTAINING A MINIMUM 12" =JURISDICTIONAL APPROVAL: VERTICAL SEPARATION. ! - \. _\ _\ I COAX GROUNDING KITS II USE INDIVIDUAL"LISTED"GROUNDING KITS FOR EACH COAX CABLE.BOND ! ry � law- ai I I TO TOWER BONDING BUSS BAR WITH#2 STRANDED INSULATED WIRE WITH 2 iii ��_ I �, (e�al HOLE CRIMPED CONNECTIONS, 1 TL�I III GROUNDING BUSS BAR KIT i 1 ! THE GROUNDING BUSS BAR AND ATTACHMENT KIT MUST BE DIRECTLY 1 � ' ! t BOLTED TO THE TOWER STRUCTURE WITHOUT ELECTRICAL INSULATORS. =PROPRIETARY INFORMATION: i ••-E 1 ICE BRIDGE BONDING DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY / IT ' THE ICE BRIDGE SHOULD NOT BE BONDED TO THE TOWER STRUCTURE!IT ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY - _ _ SHOULD ONLY BE BONDED AT EACH SUPPORT LEG TO GROUND RING AND ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS -- ---- DRAWING ARE SUPERSEDED BY THE LATEST REVISION. AT ONE END TO THE ENTRANCE BULKHEAD.USE#2 STRANDED INSULATED THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS l..- I`}, WIRE WITH 2 HOLE CRIMPED CONNECTIONS. IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE N �' OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. i RADIO IS THE ONLYY CABINET LHEAD BOND TO GROUND BOND WIRE ATTACHED TO THE —DRAWING TITLE: � ��/ , i/ RADIO BAY!USE#2 STRANDED INSULATED WIRE WITH 2 HOLE CRIMPED e CONNECTIONS ORA 3"COPPER STRAP. GROUNDING NOTES& GROUNDING BUSS BAR& #2 SOLID BARE TINNED SCHEMATIC ATTACHMENT KIT BOLTED TO TOWER RADIO BAY ISOLATION KIT COPPER GROUND RING CONTACT RADIO EQUIPMENT SUPPLIER FOR SPECIFICATION AND —DRAWING NUMBER: #2 SOLID BARE TINNED INSTALLATION PROCEDURES. COPPER GROUND RING #2 SOLID BARE TINNED COPPER __§..\ GROUNDING LEADS(TYP) E_2. 1 8 GROUNDING SCHEMATIC2 GROUNDING NOTES 22x34 SCALE:NTS 11x17 SCALE:NTS 22x34 SCALE:NTS 11x17 SCALE:NTS CEI JOB NUMBER: NSB 19-53004 - CADWELDCONNECTION HYLUG CONNECTOR INSTALLATION INSTRUCTIONS: NOTE: AS PER MFR 1. SELECT PROPER HYLUG FOR THE WIRE SIZE USED. COAT ALL MECHANICAL CONNECTIONS SPECIFICATION(TYPE-VS) 2. STRIP CABLE OF INSULATION TO A LENGTH EQUAL TO THE BARREL OF THE CONNECTOR. W/"NO-LUX"OR APPROVED EQUAL -7 FENCE POST 3. INSERT CABLE FULLY INTO CONNECTOR. PNFRASTRUCTUR S (fl -I' 4. APPLY THE PROPER NUMBER OF CRIMPS AS SHOWN BY NUMBER OF \/--#2 STRANDED COLORED BANDS. -PROVIDE ELECTRICAL -' COPPER 5. CRIMP FROM TONGUE END OF CONNECTOR TOWARD CABLES FOR 7 ISOLATORS @ = GROUND WIRE TERMINALS AND CENTER SPLICE TOWARD CABLE FOR BUTT SPLICES CONNECTION(TYP) REQUIRING MORE THAN ONE CRIMP PER END. -' COAXIAL GROUND KITS W/LONG =PLANS PREPARED BY: IIV HYLUG TYPE YGA CONNECTOR IS PRE-FILLED WITH PENETROX COMPOUND BARREL COMPRESSION DOUBLE AND STRIP SEALED. LUGS,ATTACH TO GROUND BAR 8 INSTALL BY ANTENNA 10"."4 ENC,NEEIMIG IN, -,_. BURNDY HYDRAULIC DIE SET#U1CRT-1/U11T. CONTRACTOR(CADWELD TYPE-GL) ACCESS GATE /- 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 CLEAR HEAT SHRINK WOODINVILLE,WA 98072 ON COMPRESSION LUGS PHONE:425.487.1732 Www.CORNERSTONE-ENGR.COM 4"x 24"x 1/4BAR."TRH KI COPPERINSTALLED =PROJECT INFO:' • --CORNER GROUND • / FENCE POST '// BY GENERAL CONTRACTOR O ■i PD81 0 CHAIN-LINK T J000000 . 000000000000 FENCE 000000 • 000000000000 GREENBURG 0OW00000000000000001 0 t 0 o �xo o o o o o O o o o o o o o o o O 10250 SWI NORTH DAK KOTA STREET NOT USED Fi .► ' WASHINGTON COUNTY 22x34 SCALE:NTS 111x17 SCALE:NTSEQUIPMENT CHASSIS/ x' -(2)3/8"0 SS HEXNUT -----\ Ku- GROUNDING BUSS BAR/ ( -ISSUED FOR: `. CABLE RACEWAY-- //z--(#2)TWO HOLE COMPRESSION LUG - --#2 SOLID BARE TINNED r --GROUND WIRE STUD TYP COPPER WIRE CADWELD(TYPE-GL)- CONSTRUCTION L 1 \ -'' --CADWELD NO-LUX ANTI-OXIDIZING ionOF 2(X FRONT AND BACK .REV:.DATE:—ISSUED FOR: BY: CONNECTOR COMPOUND " OF CABINET) A JURISDICTION-NORTH(TYPE-VS) �� L. 24" 10-29-19 ELEVATION/SCREENING ORA --CLEAR HEAT SHRINK ON --- COMPRESSION LUGS 7 10-22-19 REVISED RFDS DRA EXTERIOR GROUNDING 1 3/8"0 STAR WASHER - - #2 STRANDED GREEN LJS/ #2 BARE STRANDED GRADE; -INSULATED COPPER BAROR GROUND#2 GROUND BAR ATTACHMENT: 'Q 07-02-19 REVISED RFDS DRA COPPER CONDUCTOR t • TO GROUND LOOP ' '1 SOLID BARE TINNED COPPER CONCRETE SUBSTRATE: (4)3/8"0 HILTI TZ EXPANSION ANCHORS OS-29-19 REVISION US TO GROUND RING \ 4 i� PLAN WITH 2"MINIMUM EMBEDMENT I DRAWN BY:—CHK.: APV.: / NOTE: WOOD FRAMED SUBSTRATE: (4)3/8"0 LAG SCREWS WITH 2"MINIMUM L DRA I MWO 1 MWO EMBEDMENT(ADD BLOCKING IF FOR GROUNDING CONNECTIONS TO PAINTED CABINETS CURRENT ISSUE DATE: CADWELD ) CHASSIS,GRIND OFF ALL ENAMEL COATINGS TO BARE METAL NECESSARY. CONNECTION(TYPE-PT)-� / 1 AT LUG CONTACT AREA PRIOR TO MAKING BOLTED LUG SOLID CMU WALL: (4)3/8"0 HILTI 17 EXPANSION ANCHORS [ 10-29-19 CONNECTION.APPLY NO-LUX TO ALL EXPOSED BARE METAL. WITH 2"MINIMUM EMBEDMENT. _LICENSURE: 10'COPPER CLAD GROUND ROD AT 10'O.C. HOLLOW CMU WALL: (4)3/8"0 HILTI HIT HY-20 WITH HIT-A egl)PRop&,_ STANDARD RODS.(3 3/8"EMBEDMENT) , 04G I NEER V'. FENCE CORNERS 74538PE A i-,„,/ . b4 , /'" y, �qqO.,R,�EGON NOT USED 8 FENCE GROUNDING 7 HYLUG CONNECTION 6 GROUND BAR DETAIL 5 'i',, 9.rs°� ; 22x34 SCALE:NTS 111517 SCALE:NTS 22x34 SCALE:NTS 111517 SCALE:NTS 22x34 SCALE:NTS 111517 SCALE:NTS 22x34 SCALE:NTS I 11x17 SCALE:NTS EXPIRATION DATE 12/31/20 uM11 GRADE =JURISDICTIONAL APPROVAL: d1, m10w� �"`^`'� WHITE PVC MALE SCREW �'' 12"0x42"WHITE PVC ' �;� �/ COVER INSTALL WITH i' // 'i-,' WITH FEMALE ADAPTER TEFLON LUBRICANT— m �j/ �� /' TYPE GR �� TYPE GL LUG 4"MAX TO TOP TOP OF EXISTING GRADE i ' . v .- T OF TEST LOOP � ,3 1 � ", RODS TO BE BACK FILLED TYPE PT \i\ '-:*"%.">-.\‘‘'''--\ /\\/\/\ T I �' z / _ ,\,,-,\-\\-- ,-,,,,,,„>A� iAi \ \a • =PROPRIETARY INFORMATION: . ��%�/�� ,, . ,/i CADWELD GROUNDING WIRE V,.-----'A/�'-- �'��jVA'''' iD ',AV'</F </<;•-`,,,.•,,,,,„ TO ROD(TYPE GR OR GT) DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY �� A ��/`/ ��/� ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ,' 67 ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS__\\ --5/8"x 10'-0"GROUNDING ROD DRAWING ARE SUPERSEDED BY THE LATEST REVISION. 3 %/\ 1r AT 10'-0'O.C.MIN(TYP)(PBG) THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS } �� 1"WIDE SLOT,TYP -V AA IS PROPRIETARY BY NATURE ANY USEI CR DISCLOSURE EACH SIDE EXTEND 2" J- OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS TYPE GT TYPE SS `. STRICTLY PROHIBITED. ABOVE GROUND RING %, •�:,,\ TYPE VS -V'%);�1;� `-2/0 SOLID BARE [DRAWING TITLE: - CADWELD(TYP) -,\--� -;� TINNED COPPER NOTE 518"0x10'-0"LONG /�,,,, GROUND RING ELECTRICAL CONTRACTOR SHALL ORDER INDEPENDENT LAB TEST TO GROUNDING DETAILS NOTE: COPPER CLAD '' DETERMINE DETERMINE GROUND RESISTANCE AND REPORT TO AT&T CADWELD"TYPES"SHOWN ABOVE ARE EXAMPLES-CONSULT STEEL GROUND ROD --' REPRESENTATIVE.NOTIFY AT&T IMMEDIATELY IF RESISTANCE EXCEEDS -DRAWING NUMBER: WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS 5 OHMS.ELECT.CONTRACTOR SHALL DETERMINE FROM TEST NUMBER TO BE USED FOR THIS PROJECT. OF RODS REQUIRED.COVER AND WELL ON DWG.1 IS TYPICAL OF(1) ROD.ALL OTHER RODS REQUIRED ARE TO BE BACK FILLED. _ ■ A A CADWELD DETAILS 4 TEST WELL 3 GROUND ROD 2 NOT USED _ i G v CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:NTS 11x17 SCALE:NTS 22x34 SCALE:NTS 111517 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111517 SCALE:NTS PLANT SCHEDULE- (TYPE) V ! �'� , - , . SYMBOL P ANTS BOTANICAL!COMMON NAME SIZE/COMMENTS --- 0. \\\* *LARGE SHRUB-VERTICAL ELEMENT: EVERGREEN SHRUB,3-10 FT,UPRIGHT, ` ,: \� I 15INFRASTRUCTURE r'"`ti ///// P A R T N E R t�S��°�?) 7 ARBORVITAE(THUJA OCCIDENTALIS) OFTEN LEGGY.PARTIAL OR FULL SHADE, `C.,--.- PERFORMS BEST IN MOIST, WELL-DRAINED,ACID SOIL.AVOID HOT, \ \ ,I DRY SOILS AND DESICCATING WINDS 1\ NOTE \ ,� =PANS PREPARED BY: ALL SPECIES SELECTED ARE DROUGHT TOLERANT AND DEMAND LOW WATER USAGE. 4 \''...."- --\..,_,.., ENGINEERIN6.INC 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 / \ PFIONE,425.487.1732 \\,/14/4 \\\ \ =PROJECT INFO::. PD81 /\ i V \ ,,, / \\ \/ , GREENBURG 1 ,/\ , , i / ;\' \\\ _2_'6" 10250 SW NORTH DAKOTA STREET PROPOSED 1100'HIGH STEEL PROPOSED LANDSCAPE TIGAD,OR 97223 MONOPOLE(BY OTHERS) --- BUFFER ON WEST SIDE ONLY f � � WASHINGTON COUNTY �� 1 f71 rf `1 r`f "t tr^ 1 i > f -ISSUED FOR: t�\ tom` r S t\` �S ( `: �3S (-<a~�� < �, 3 f 1 „rr �t f � �'-h [cEV:DATTICN_ BY:J EQUIPMENT SHELTER- JURIS 0 -- E� X- -f �ti ��-/1 /\ 10-29-19 JURISDICTION-NORTH D� '- -9 �__�- PROPOSED ARBORVITAE r o ELEVATION/SCREENING "-- --- -_ e-- ---e--- ,r--� TO REACH 6'TALL&95 • }- OPACITY WITHIN 3 YEARS A 10-22-19 REVISED RFDS DRA • I `— \ 1 (� g 07-02-19 REVISED RFDS LJS/ - - 05-29-19 REVISION .,, ,...\\, ......_, n,un�• " • :' _ _ PROPOSED NATURAL 5LJS 1 I��Il11 moi. / _!;c--4,tux —'— GAS GENERATOR -DRAWN BY:—C:HK.: APV.: 'd - _ �� -,I� IIID yI f " Ir DRA MWO MWO (� (IIIC.%URRENT ISSUE DATE:_ 4 Ill o, C'� 1tGA� ® „ t�A �SIANiilrl!a�rlrinii\ --- � [C 10-2919 ,iiiiii iiiii�', \ n ,' N� �.4. �' © = � _LICENSURE:— 'z \ '.,�,_ �, 4. f r f 1 FgEo PitoFF OO • \ \ \ \ \ t/ igy{�G O I `1\ C /],4538PE�� > t ! PO a_._.--P t,`(1P _ f•- 1 Q OREGON a ' '' ,(i,,,::.\(0.,;--1..if,_..c, ,____ er ip F/O�- F-,1 0- --- F/0—.—_.F- • -- I r • `+ Q -k ��\ %�� __ EXPIRATION DATE'72J31{20 \;J ---- F _-- F/0-- F/0 F/0 a F U .[),.. \ I \ _�/ - URISDICTIONAL APPROVAL= ---GAS I—. /0 -- ri ��- —• ....,„,,,, , ,„ -GAS----GAS---GAS ('� GAS--. � —_ „, , <„.-\,,. , GAS— GAS---,As--GAS---cAs--_ t�\��- ) GAS // • --0— ---X----0._— GAS GAS----_GAS GAS GAS - \'\;'---1) —fit---.f}.__.—.�_—,�,-4—�E--. =PROPRIETARY INFORMATION: 1��11�� fr DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY 1 TT'1� � \y ��! /__(E)BUILDING ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY FT i 1 TTT j�Tr� �� rrl�TrR rT , _�/) / ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS TRTr�ITT1TI DRAWING ARE SUPERSEDED BY THE LATEST REVISION.TTrTrf7TTTTT17T7TR r�rlr THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS �� IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE TTTTTTTI�-F-I-r-n--I--i-t-,T I TTS-F-T'I-I-�"I-r �-�'1Tn-rrr,-�-� OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS Ii STRICTLY PROHIBITED. -DRAWING TITLE:' - LANDSCAPING PLAN ,+ -DRAWING NUMBER: Z Hkr - LANDSCAPING PLAN PLAN NORTH 7 L-1 28 22x34 SCALE:3/8"=1.-0" 1 11x17 SCALE:3/16"=1'-0" H CEI JOB NUMBER: NSB 19-53004 1 !, GENERAL EXECUTION A. ALL SITE PLAN DIMENSIONS AND CONDITIONS,BUILDING DIMENSIONS,AND SITE DEVELOPMENT A. SOIL PREPARATION. - PRUNE W/LANDSCAPE SHOULD BE VERIFIED PRIOR TO INSTALLATION. I ARCHITECTS APPROVAL B. IN AREAS WITH NATIVE TOPSOIL REMAINING UNDISTURBED,AMEND SOIL IN PLANTING HOLE PER 15 INFRASTRUCTURE ., .: SCOPE OF WORK DETAILS AND AS FOLLOWS ALONG WITH ADDING AMENDMENTS AT RATES SPECIFIED BELOW. IN ALL PARTNERS " ,',/,‘-,.'.',Y,-; A. FURNISH ALL MATERIALS,LABOR,EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH SOIL OTHER AREAS,WHERE TOPSOIL HAS BEEN REMOVED OR DISTURBED,PREPARE PLANTING BEDS AS FOLLOWS. SCARIFY TO A DEPTH OF 12 INCHES AND APPLY A MINIMUM OF 4 INCHES(AFTER PREPARATION,PLACEMENT AND GRADING OF TOPSOIL MATERIAL,PLACEMENT AND GRADING OF FILL n k MATERIAL(IF REQUIRED),PLACEMENT OF SPECIFIED PLANT MATERIAL,FERTILIZERS,STAKING AND COMPACTION)OF SPECIFIED COMPOSTED MULCH ALONG WITH THE FOLLOWING AMENDMENTS PER I� „.-4_ _ , ii `, MULCH,PROTECTION,MAINTENANCE,GUARANTEE,CLEANUP,DEBRIS REMOVAL,AND RELATED ITEMS 1000 SQUARE FEET(20 LBS JERSEY GREEN SAND,10 LBS.NORTH ATLANTIC KELP MEAL,50 LBS. " - 4\,1 /r NECESSARY OR INCIDENTAL TO COMPLETE THE WORK SHOWN AND SPECIFIED. OBTAIN NECESSARY GROUND LIMESTONE,25 LBS.MONTANA ROCK PHOSPHATE)AND ROTOVATE INTO THE TOP 12"INCHES R'x PERMITS AND INSTALL PER LOCAL MUNICIPAL CODE AS WELL AS NEIGHBORHOOD CODES, OF THE SUBSOIL. THEN APPLY 4"INCHES OF SPECIFIED TOPSOIL,TO PROVIDE FOR EASE OF GRADING =PLANS PREPARED BY: Ti§w_ NEW CLEAR COVENANTS AND RESTRICTIONS AND PER MANUFACTURER RECOMMENDATIONS WHERE APPLICABLE. AND A HEALTHY TOPSOIL MEDIUM. IF HEAVY CLAY IS ENCOUNTERED,EITHER REMOVE CLAY OR TILL VINYL TUBING IN ALL THE FOLLOWING: 1"INCH COMPOSTED MULCH,2 INCHES 50/50 MIX OF WASHED SAND& `�` • l- 3/8-INCH PEA GRAVEL,AND AMENDMENTS,INSTEAD OF THE 4"INCHES OF COMPOST,THEN APPLY � !!`! ! +h / SITE PREPARATION r ' ' --SET CROWN @ NURSERY A. PROTECT TREES AND SHRUBS ON SITE DURING CONSTRUCTION BY FENCING OFF WITH 4' TOPSOIL AS SPECIFIED. REMOVE ALL DEBRIS AND ROCK OVER 2". !1 HEIGHT(2"ABOVE 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 TEMPORARY ORANGE POLY FENCING.FOR DAMAGES FOR LOSS OR INJURY SEE(NOTE 19 B. ati _ TOPSOIL FINISH GRADE) ROUGH GRADING WOODINVILLE,WA 98072 �� HJ ', B. THE SITE TO BE CLEARED AND GRUBBED OF ALL VEGETATION,PAVING,GRAVEL BASE AND OTHER A. ALL AREAS SHALL BE ROUGH GRADED WITHIN 0.10 FOOT BEFORE PLANTING. ALL GRADES SHALL PHONE:425.487.1732 _ / ,---ROLL TOP 1/3 OF BURLAP PRODUCE POSITIVE DRAINAGE AWAY FROM BUILDING AND THROUGH ALL PLANTER AREAS TO AVOID WWWAORNERSTONE-ENOR.COM y AWAY FROM BALL DEBRIS NOT TO REMAIN. SUB-GRADES ARE TO BE SET PRIOR TO LANDSCAPE INSTALLATION. e1 I r LOW SPOTS AND STANDING WATER. AREAS SHALL BE GRADED SUCH THAT NEW GRADES MEET AND S " .m✓ C. SUB-GRADES TO BE PROVIDED WITHIN 0.10 FOOT,PER SITE GRADING PLAN,PER LANDSCAPE PLAN BLEND NATURALLY WITH THE EXISTING GRADES. ON SLOPES GREATER THAN 2:1,INSTALL SPECIFIED =PROJECT INFO: ./--2"MULCH EROSION CONTROL NETTING PER MANUFACTURER RECOMMENDATIONS. ', AND FINISH GRADE SPECIFICATIONS BELOW,MINUS DEPTH OF TOP SOIL,FILL AND MULCH AS a b�� ' , / SPECIFIED. PD81 M ' 1 / —2x2 WOOD STAKES `° ` w e� 1 r'I � / / STAINED DARK BROWN FINISH GRADES X41# / i D. 2"WEEP HOLES TO BE PROVIDED IN CURBS,SPACED A MAXIMUM OF 10'O.C. A. FINISH GRADES ARE TO FOLLOW SITE GRADING PLAN EDGE DETAILS AS SPECIFIED AND MOUNDED OR GREENBURG �a�=7 ajP DRIVE STAKES TO RAISED A MINIMUM OF 6 INCHES IN THE CENTER OF THE BED FROM THE TOP OF CURB AND/OR / SUFFICIENT DEPTH TO � � / SUPPORT ROOTBALL RESPONSIBILITY PAVING. /e A. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ADJACENT 10250 SW NORTH DAKOTA STREET aa,0- / / CREATE SWALE PROPERTY,EXISTING PLANT MATERIAL DESIGNATED FOR PRESERVATION,AND SAFETY OF THE PLANTING, GUYING AND STAKING (PER DETAILS AND AS FOLLOWS) TIGARD,OR 97223 NE ♦ -' UP-SLOPE OF PLANTING GENERAL PUBLIC. A. PLANT ONLY DURING SEASONS OF LOCALLY ACCEPTED PRACTICE. WASHINGTON COUNTY FOR WATER RETENTION ��' � / '' B. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL B. CROWN OF PLANT SHALL BE SLIGHTLY HIGHER,AFTER SETTLING,THAN ADJACENT SOIL. —ISSUED FOR: „ __SCARIFY BOTTOM OTHER TRADES AS NEEDED. I &SIDES OF HOLE C. LAYOUT OF MASS PLANTINGS PER DETAIL AND MAINTAIN A 2'CLEARANCE FOR CAR OVERHANG AND r CONSTRUCTION C. UTILITIES: THE LANDSCAPE CONTRACTOR SHALL CALL THE UNDERGROUND UTILITIES LOCATOR FROM PAVING,WALLS,CURBS,AND PROPERTY LINES, h BACKFILL MATERIAL SERVICE (1-800424-5555)PRIOR TO COMMENCING WORK. HE SHALL BE HELD RESPONSIBLE FOR (1/2 NATIVE,1/2 TOPSOIL) .REV:.DATE:—ISSUED FOR' BY:OF,AND ANY DAMAGE TO EXISTING UTILITIES AND STRUCTURES. HE SHALL VERIFY THE D. BARE ROOT TREES SHALL BE PLANTED BETWEEN NOVEMBER 15TH AND MARCH 15TH. PLANT PER FIRMLY COMPACTED �� LOCATION OF UTILITIES WITH THE GENERAL CONTRACTOR. STANDARD HORTICULTURAL PRACTICES. JURISDICTION-NORTH 1 &WATERED IN g 10-29-19 DRA 1 ..-1'111.- - ELEVATION/SCREENING VERIFICATION OF EXISTING CONDITIONS E. IF HEAVY CLAY IS ENCOUNTERED,AMEND PLANT HOLE BACKFILL WITH 50%NATIVE SOIL,AND 50%MIX A. BEFORE PROCEEDING WITH ANY WORK,THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL OF COMPOSTED MULCH,PEA GRAVEL,AND SAND,CREATE DRAINAGE AWAY FROM HOLE IF IT HOLDS 10-22-19 REVISED RFDS DRA w,z I DIMENSIONS PERTAINING TO THE LOCATION OF WALLS,VAULTS,LIGHT STANDARDS,HYDRANTS,AND WATER. "!2 12"'. ANY OTHER EXISTING CONDITIONS,INCLUDING ADVERSE DRAINAGE. SHOULD ANY ERRORS OR A 07-02-19 REVISED RFDS LJS/ CONFLICTS IN DRAWINGS OR SPECIFICATIONS OCCUR,THE LANDSCAPE CONTRACTOR SHALL NOTIFY F. FERTILIZE ALL PLANTINGS WITH SPECIFIED FERTILIZER PER A,IANUFACTURER RECOMMENDATIONS. DRA THE ARCHITECT IMMEDIATELY. TREE PLANTING / STAKING 8 G. AMEND PLANT HOLE BACKFILL WITH SPECIFIED POLYMER PER MANUFACTURER RECOMMENDATIONS. A5 05-29-19 REVISION LIS 22x34 SCALE:NTS I 11x17 SCALE:NTS MATERIALS H. THE LANDSCAPE ARCHITECT SHALL SUPERVISE PRUNING OF TREES AND SHRUBS. LIMIT PRUNING TO —DRAWN BY:—CHK.: APV.: A. PLANT MATERIAL SHALL CONFORM TO AMERICAN ASSOCIATION OF NURSERYMAN GRADES AND REMOVAL OF INJURED TWIGS AND BRANCHES,UNLESS OTHERWISE DIRECTED. ALL INJURED TREE r STANDARDS AS PUBLISHED IN THE"AMERICAN STANDARD FOR NURSERY STOCK"AND AS NOTED ON ROOTS SHALL BE PRUNED BEFORE PLANTING. L DRA MWO I MWO DRAWING AS FOLLOWS: CURRENT ISSUE DATE: B. ALL TREES TO BE SELF SUPPORTING,WITH FULL HEADS AND LEADERS IN TACT. MULCHING 10-29-19 A. PROVIDE 2"(AFTER COMPACTION)LAYER OF SPECIFIED COMPOSTED MULCH ON ALL PLANTING BEDS C. ALL SHRUBS,TREES,AND GROUND COVER TO BE FULL AND BUSHY,ALL TREES TO BE STRAIGHT AND WITHIN THE DRIP LINE OF ANY NEW PLANTING. MAXIMUM DEPTH OF MULCH AT THE CROWN TO [LICENSURE TRUNK WITH LEADER INTACT,EXCEPT MULTI-TRUNK TREES,WHICH MAY HAVE IRREGULAR TRUNKS. BE ONE-HALF INCH. ALL ROOT BALLS SHALL BE INTACT AND HAVE NO MORE THAN 10%CLAY AND/OR SILT CONTENT. ROOT BALL SHALL BE FREE OF WEEDS. FINAL CLEAN-UP - GI R�S, A. CLEAN ALL PLANTING AREAS AND FINISH RAKE. WASH CLEAN ALL BUILDING AND PAVING SURFACES t.74538PE D. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT AND/OR OWNER THAT WERE AFFECTED BY LANDSCAPE INSTILLATION. / DUE TO POOR PHYSICAL CONDITION OR DAMAGE,BEFORE OR AFTER PLANTING. ._ ti-‹ TOPSOIL PLANT PROTECTION oREGDN A. PROTECT ALL PLANT MATERIALS AGAINST HARM FROM WIND,UNUSUAL WEATHER,AND THE PUBLIC IN '.v;,1'r l s.2°°y0� A. CEDAR GROVE TWO-WAY TOPSOIL MIX(2/3 LOAM&1/3 CEDAR GROVE COMPOSTED MULCH)OR ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICE. SPECIAL PLANTING TECHNIQUES, W. 0 ^0. ,.-.3-1., APPROVED EQUAL. DEFOLIATION,WILT PROOFING,OR SPRAY MISTING MAY BE REQUIRED FOR UNSEASONAL PLANTING, EXPIRATION DATE:12/31/20 ETC. FILL MATERIAL _JURISDICTIONAL APPROVAL:— A. SANDY LOAM MATERIAL WITH LESS THAN 10%CLAY AND/OR SILT CONTENT AND FREE ROCK AND B. LANDSCAPE CONTRACTOR IS LIABLE FOR DAMAGES OF LOSS OF INJURY TO EXISTING TREES AND DEBRIS OVER 2"INCH DIAMETER. SHRUBS RESULTING FROM THE CONTRACTOR'S FAILURE TO PROTECT THEM. THE JUST VALUE TO BE DETERMINED BY THE VALUATION OF LANDSCAPE TREES,SHRUBS AND OTHER PLANTS,CURRENT MULCH EDITION A. GROCO COMPOSTED MULCH OR APPROVED EQUAL. MAINTENANCE FERTILIZERS AND AMENDMENTS A. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE DURING THE CONTRACT PERIOD FOR A. WALT'S ORGANIC FERTILIZER OR APPROVED EQUAL. USE FERTILIZER APPROPRIATE TO SPECIFIC KEEPING ALL PLANTINGS AND WORK INCIDENTAL THEREOF IN GOOD CONDITION BY REPLANTING, PLANT TYPE. PLANT REPLACEMENT,WATERING,WEEDING,CULTIVATING,PRUNING,SPRAYING,REGUYING AND OTHER NECESSARY OPERATIONS OF CARE FOR THE PROMOTION OF ROOT GROWTH AND PLANT LIFE. =PROPRIETARY INFORMATION:— B. JERSEY GREENSAND OR APPROVED EQUAL. LANDSCAPE CONTRACTOR WILL PERFORM ABOVE MAINTENANCE DUTIES IN ALL LANDSCAPE FOR 6 MONTHS FROM DATE OF FINAL INSPECTION. DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY C. NORTH ATLANTIC KELP MEAL OR APPROVED EQUAL. B. PATHS,SIDEWALKS,AND ALL OTHER PAVED SURFACES SHALL BE KEPT CLEAN WHEN PLANTING AND ERRORS DRAWINGAROMISSIONS.UALL PREVIOUS ISSUES OF S BY THE LATEST REVISION. ED D. GROUND LIMESTONE. MAINTENANCE OPERATIONS ARE IN PROGRESS. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE C. THE TELECOMMUNICATION COMPANY SELECTS NATIVE ACCLIMATED AND DROUGHT TOLERANT PLANT OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS E. MONTANA ROCK PHOSPHATE OR APPROVED EQUAL. srRlcrly PROHIBITED. SPECIES. PLANTINGS ARE INSTALLED ONLY DURING SEASONS OF LOCALLY ACCEPTED PRACTICE. —DRAWING TITLE: EROSION CONTROL NETTING WARRANTY A. LANDLOK 407/GR/407GT DEGRADABLE EROSION CONTROL BLANKET(OR APPROVED EQUAL)MADE OF A. WARRANTY MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. LANDSCAPE NOTES&DETAILS POLYPROPYLENE MESH. LANDSCAPE CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR DAMAGE RESULTING FROM POLYMER EXCESSIVE CLIMATOLOGICAL CONDITIONS OR WORK BY OTHER CONTRACTORS,BUT SHALL BE DRAWING NUMBER: RESPONSIBLE FOR MISSING OR VANDALIZED MATERIALS UNTIL THE PROJECT RECEIVES A FINAL A. TERRA FLORA'S(360-297-8015)"TERRA-SORB MEDIUM HYDROGEL"POLYMERS BY PLANT HEALTH CARE ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND/OR OWNER. 7` 2 INC.,OR APPROVED EQUAL. NOT USED _ LANDSCAPING NOTES L-� 8 22x34 SCALE:NTS 11x17 SCALE:NTS 22x34 SCALE:NTS 11x17 SCALE:NTS CEI JOB NUMBER: NSB 19-53004 THIS IS NOT A SURVEY SITE INFORMATION — APPLICANT INFORMATION ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING TAX LOT NUMBER: 13135CB-00200 NEW CINGULAR WIRELESS,LLC. VELOCITEL,LLC INFRASTRUCTURE DRAWINGS AND ARE APPROXIMATE. SITE ADDRESS: 10250 SW NORTH DAKOTA STREET 16221 NE 72ND WAY,RTC3 4004 KRUSE WAY PLACE, P q R T N E R S TIGARD,OR 97223 P.U.BOX 97061 BLDG 4004,SUITE 220 REDMOND,WA 98052 LAKE OSWEGO,OR 97035 VICINITY MAP ZONING: I-P(INDUSTRIAL PARK) (503)699-3050 TOTAL LOT AREA: 196,500±S.F.(4.51±AC.) NOTE NEW CRITICAL AREAS =PLANS PREPARED BY: "s"s O CONTRACTOR TO PROVIDE CONTINUOUS IMPERVIOUS HARD SURFACE: SITE COMPOUND=±476 SQ.FT. - q sw ar ° INSPECTION TO PREVENT SILT LADEN RUNOFF NO CRITICAL AREA ARE EFFECTED WITH THIS PROJECT. / �.� FROM WORK AREAS ONTO ADJACENT PROPERTIES N GINEERINC INC eN FOR DURATION OF CONSTRUCTION ACTIVITIES. 11, 18928 WOODINVILLE-REDMOND RD NE,SUITE 210 WOODINVILLE,WA 98072 0 PHONE 425,487.1732 d WWW.CORNERSTONE-ENGR.COM C` SW North Dak IX9 57 9 S 1 SW North Dakota rota =PROJECT INFO: urdan s LEGEND PD81 a g ''s _ _ / GREENBURG r$ SITE LOCATION N ! EXISTING FLOW ----. E; EXCAVATING LIMITS !t SA' \ / 10250 SW NORTH DAKOTA STREET ' —� 7,1 N _ _ CONSTRUCTION FENCE TIGARD,OR 97223 s — x L8 -- Pihx Sr �° 10 r P P --�—_-- F 1. WASHINGTON COUNTY �1 �— —� 1- SEDIMENT FENCE <,. ,,, ru Jr,„, ,,, •„ °5 Dore /., / /r, i,--777-7,—, / / nr / ; � (��ISSUED FOR:= ��m.Q / / / / L CONSTRUCTION J - - - I ---, -_ ____'\_ L ___ -( / // ASPHALT ROAD- / // // / LEGAL DESCRIPTION _F;EV::DATE;=ISSUED FOR: BY:— �- ` --� --- / / / ` LEGAL DESCRIPTION: JURISDICTION-NORTH A I _ 10-29-19 ELEVATION/SCREENING DRA \ \ , ' ,----7--- - -- PART OF SECTION 35,TOWNSHIP 1 SOUTH,RANGE 1 WEST OF THE: - \ \ \ ` GUARD RAIL \ + WILLAMETTE MERIDIAN,IN THE CITY OF TIGARD,WASHINGTON COUNTY, A10-22-19 REVISED RFDS DRA >. '6, \ \ , \ OREGON,DESCRIBED AS FOLLOWS: s ,9 •� 3 a ' ' In ` „ „�„ ,,, ,,, ,\ BEGINNING AT A POINT 3694.29 FEET WEST OF NORTHEAST CORNER OF t v 07-02-19 REVISED RFDS DRA �_ -!__--- --U--- LT- u u U' ”' "'rj,j'{_ THE JOHN L.HICKLIN DONATION LAND CLAIM,SAID POINT BEING 50 FEET -' -- ._ 1 1 il WESTERLY OF WHEN MEASURED AT RIGHT ANGLES TO,THE ORIGINALLY A 05-29-19 REVISION LJS J -- _ ..1. _ —_ - % _ LOCATED CENTER LINE OF THE SOUTHERN PACIFIC COMPANY'S RIGHT lOF WAY;THENCE SOUTH 19°30'30"EAST PARALLEL WITH THE CENTER '-DRAWN BY:=CHK.: APV.- PROPOSED\ I� O 7 _��' `']\'" -- __ LINE OF SAID RIGHT OF WAY,207.49 FEET TO A POINT 35 FEET / __ 4 WESTERLY OF,WHEN MEASURED 4T RIGHT ANGLES TO,THE LOCATED C DRA _MWO MWO SEDIMENT FENCE'-I-- CENTER LINE OF THE OREGON ELECTRIC RAILWAYS CONNECTION TO CURRENT ISSUE DATE: EXCAVATION LIMITS U \ I THE SOUTHERN PACIFIC COMPANY'S TRACK;THENCE ALONG A LINE r FOR TRENCHING(TYP) HH'ZI PARALLEL WITH AND 35 FEET WESTERLY FROM THE CENTER LINE OF I 10-29-19 / , I \ 8"0-14"0 SPRUCE TREES 118 SAID CONNECTION AS FOLLOWS,ALONG CURVE TO THE RIGHT(RADIUS (E)EDGE OF ASPHALT---� ., \ 783.64 FEET)(THE CHORD OF WHICH BEARS SOUTH 3°58'30"EAST 227.82 \ 12"0 •24"0 FIR TREES-AVE.V 4T.75 80'AGL \ -LICENSURE.— _ \ FEET)TOA POINT;THENCE ALONG A CURVE TO THE RIGHT RADIUS N / - , ` \ / _ �: "` �_ i77 1257.57 FEET)(THE CHORD OF WHICH BEARS SOUTH 6°02'10"WEST �t �,N Rss ASPHALT ISL( - � --176 72 56 FEET)TOA POINT;THENCE LEAVING SAID PARALLEL LINE,WEST � __Fr \ '(E)GATE--_ £ :,,,L,--,,-.`-r---. _ _ _ _ _ '�-��s 430 93 FEET TO A POINT IN THE WEST LINE OF THE PARCEL OF LAND ��//fiF 74�1ePE �; -77 CONVEYED TO THE BEAVERTON AND WILLSBURG RAILROAD COMPANY ✓�� ` 7, •I I i 173 ti BY INVESTMENT CO.BY DEED DATED SEPTEMBER 18,1907 AND --, --- 772 RECORDED NOVEMBER 1,1907,IN DEED BOOK 77,PAGE 361,RECORD OF ORECD2p0� ' I I _ DEEDS OF SAID WASHINGTON COUNTY;THENCE NORTH ALONG THE /� 9' `50 [:-.--1 / 1 29-1 J PROPOSED INLET 4-- I /' �4 °•�� 1 �•aw-`5"'el _169 WEST LINE OF SAID PARCEL OF LAND,495.0 FEET TO THE NORTHWEST W O (E)POWER ` PROTECTION I I yy i► _ CORNER OF THE SAID PARCEL OF LAND 353.49 FEET TO THE POINT OF - ExPI wTIONOATE 1z13v2o CONDUIT 3 L— I /l BEGINNING. =JURISDICTIONAL APPROVAL: (�' -i'- i--- ESC-4 I I I v ��v�1`i �.� 'r" J (� DIRT �,ir�j?��' I EXCEPTING THEREFROM THAT PORTION THEREOF DESCRIBED IN �F, j _� �" �� „ DEDICATION DEED RECORDED JUNE 30,1982 AS RECORDING NO. III,_ 7 ��!) �� f I 82�J16431. O I' l.1 iii._ / ;� _ —�_ . , I (PER TiCOR TITLE COMPANY TITLE REPORT NO.36261707072,DATED . T� _ _ _ I�DECEMBER 017 AT 8:00 A.M.) 0 - � T' rT1 TI I I I T 7TI 768 DICE 7 2 -(E)STORM DRAIN I:ICI: VITT 1 1 1 T7� TTTIIITI77TTT7 --- -7,---,rr-nr-, / "-ASPHALT' Lam__ ' - E PROPOSED 100.0'TALL PROJECT SCOPE --(E)MAILBOX STAND (E)ECO-BLOCK WALL- =PROPRIETARY INFORMATION: MONOPOLE(BY OTHERS) - CONSTRUCT A NEW WIRELESS COMMUNICATION FACILITY CONSISTING DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ! OF THE THE ADDITION OF A 100.0'MONOPOLE(BY OTHERS),(9)PANEL ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY - --PROPOSED 15'-2"x28'-0" ANTENNAS(3 PER SECTOR),RRH'S(4 PER SECTOR),(2)SURGE ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. I _ COMPOUND(476 SQ.FT.) SUPPRESSION UNITS,(2)FIBER CABLE,(4)POWER TRUNKS, THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS (1)ELEVATED VERTIV WIC EQUIPMENT SHELTER MOUNTED ON A IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE I 10'-0'x10'-0"CONCRETE SLAB&A POLAR POWER 15kW NATURAL GAS OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. CALL TWO WORKING DAYS 6 GENERATOR MOUNTED ON A 3'-6"5:5-0"CONCRETE SLAB WITHIN A BEFORE YOU DIG! I 28'-0"x15'-2"(LEASE AREA)CHAIN-LINK FENCED ENCLOSURE. z6\ —DRAWING TITLE' �I $� SPECIAL NOTE TO CONTRACTOR � I EROSION SEDIMENT CONTROL PLAN NATIONAL UTILITIES UNDERGROUND LOCATE ! ANY SITE DEVELOPMENT OTHER THAN THE CONSTRUCTION OF THE SAFETYwRECAunDNSHnEaE INIREMENTEDarD„N nADaDHIsIA"AE, r CELLULAR COMMUNICATIONS PROJECT SHALL BE ADDRESSED BY _CIRAWING NUMBER- , TROCHE.IN ACCORDANCE WITH CURRENT OSHA STANDARDS L OTHERS.THIS DRAINAGE PLAN ADDRESSES THE CONSTRUCTION WORK - ELECTRIC-REDyREry SE ANGEOMEN 4 ELLOW R BLUE I AND ACTIVITIES ASSOCIATED WITH THE CELLULAR COMMUNICATIONS PLAN NORTH PROJECT ONLY. E S 1 1 L 3~ R V EROSION SEDIMENT CONTROL & SIMPLE DRAINAGE PLAN r CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:1”=10'-0" 111x17 SCALE:1"=20'-0" 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION TO SURFACE WATERS.(SCHEDULE A 7.E.11.(2)) ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN AND PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND 24. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND IN THE STORM WATER POLLUTION PREVENTION PLANATION,SHALL BE SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. (SCHEDULE CREATION OF BARE GROUND DURING WET WEATHER. (SCHEDULE A.7.A.I) MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED A.8.C.I.(3)) 25. SEDIMENT FENCE:REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED INFRASTRUCTURE PERMIT REQUIREMENTS. REMOVAL.(SCHEDULE A.9.C.1) BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS P A RTNERS 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C 26. OTHER SEDIMENT BARRIERS(SUCH AS BIOBAGS):REMOVE SEDIMENT OR THE APPLICABLE PERMIT WHICHEVER IS MORE STRINGENT,AND REPAIRED PERMIT REQUIREMENTS. BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT.AND IN ACCORDANCE WITH THE FOLLOWING: 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT BEFORE BMP REMOVAL.(SCHEDULE A.9.C.II) 1 AVAILABLE ON REQUEST TO DEQ,AGENT,OR THE LOCAL MUNICIPALITY. 27. CATCH BASINS:CLEAN BEFORE RETENTION CAPACITY HAS BEEN 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR DURING INACTIVE PERIODS OF GREATER THAN SEVEN(7)CONSECUTIVE REDUCED BY FIFTY PERCENT.SEDIMENT BASINS AND SEDIMENT TRAPS: REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION CALENDAR DAYS,RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN 2. ALL AREAS SHALL BE TO SEE THAT A =PLANS PREPARED BY: ANOTHER LOCATION.(SCHEDULE B.2.A) REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. GOODLLSEEDED STAND ISR MAINTAINED.SLL AREAS CHECKEDSHREGULARLYULD BFERTILIZED,OEWATERED, 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP.FAILURE TO (SCHEDULE A.9.C.III&IV) AND STA RESEEDED S NEEDED. IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED 28. WITHIN 24 HOURS,SIGNIFICANT SEDIMENT THAT HAS LEFT THE COiIiTONi IN THE ESCP ISA VIOLATION OF THE(SCHEDULE A 8.A) CONSTRUCTION SITE,MUST BE REMEDIATED. INVESTIGATE THE CAUSE 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF 6. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A DAMAGED.SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 CONSTRUCTION PERIOD,UPGRADE THESE MEASURES AS NEEDED TO IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD WOODINVILLE,WA 98072 COMPLY WITH ALL APPLICABLE LOCAL,STATE,AND FEDERAL EROSION TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. CONDITION(SUITABLE FOR PARKING AND STORAGE).THIS MAY REQUIRE PHONE:425.487.1732 AND SEDIMENT CONTROL REGULATIONS. (SCHEDULE A.8.C.II.(1)(C)) (SCHEDULE A.9.B.I) PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS WWW.CORNERSTONE-ENGR.(:OM 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED.SUBMITTAL OF 29. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DEMAND. THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND 5. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE =PROJECT INFO: NECESSARY REVISION TO DEQ OR AGENT.(SCHEDULE A.12.C.III) MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES.SEDIMENT 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO (SCHEDULE A.9.13.11) SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE PD81 PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF 30. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION DESIGN CAPACITY HAS BEEN REDUCED BY 50%. EROSION.(SCHEDULE A 8.C.II.(1)(D)) OR A HEAVY MULCH LAYER,TEMPORARY SEEDING,OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. 6. INCREASE BMP INSPECTION AND MAINTENANCE FREQUENCY. INSPECT 9. IDENTIFY,MARK,AND PROTECT(BY FENCING OFF OR OTHER MEANS) GREENBURG CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT (SCHEDULE A.7.F.I) BMPS EARLY AND OFTEN TO ASSESS BMP PERFORMANCE TO GET A TREES AND ASSOCIATED ROOTING ZONES,AND VEGETATION AREAS TO 31. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE HANDLE ON THE EFFECTIVENESS OF THE BMP DESIGN GIVEN SITE BE PRESERVED.IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A CONDITIONS. ADJUST AND INCREASE BMPS ACCORDINGLY. 10250 SW NORTH DAKOTA STREET SITE AND SENSITIVE AREAS(E.G.,WETLANDS),AND OTHER AREAS TO BE COVERING OF BLOWN STRAW AND A TACKIFIER,LOOSE STRAW,OR AN 7. CLEARING LIMITS SHALL BE FLAGGED ON THE LOT OT PROJECT AREA TIGARD,OR 97223 NOT USED 12 PRESERVED, ESPECIALLY IN PERIMETER AREAS.(SCHEDULE A.8.C.I.(1)& ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON PRIOR TO INITIATING CLEARING. WASHINGTON COUNTY 22x34 SCALE:NTS 11x17 SCALE:NTS (2)) THAT PORTION OF THE SITE. (SCHEDULE A.7.F.II) 8. FROM OCTOBER 1 THROUGH APRIL 30,NO SOILS SHALL REMAIN EXPOSED 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE 32. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AND UNWORKED FOR MORE THAN TWO DAYS. FROM MAY 1 TO ISSUED FOR: 1. ARRANGE AND ATTEND A PRECONSTRUCTION MEETING W/CITY OF TIGARD, OPEN AREAS.RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AREAS.DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES SEPTEMBER 30,NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR OR SITE INSPECTOR. AND AFTER GRADING OR CONSTRUCTION.IDENTIFY THE TYPE OF UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS MORE THAN SEVEN DAYS. [ EV::DATE: ISSUED VEGETATIVE SEED MIX USED.(SCHEDULE A.7.B.111(1)AND A.7.B.III(3)) ESTABLISHED.HOWEVER,DO REMOVE ALL TEMPORARY EROSION 9. SOIL SHALL BE MANAGED IN A MANNER THAT DOES NOT PERMANENTLY CONSTRUCTION 2. FLAG OR FENCE CLEARING LIMITS. 11. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED,UNLESS COMPACT OR DETERIORATE THE FINAL SOIL AND LANDSCAPE SYSTEM. IF SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS.PROPERLY DISPOSE FOR: BY:= DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED,REPAIRED, OF CONSTRUCTION MATERIALS AND WASTE,INCLUDING SEDIMENT DISTURBANCE AND/OR COMPACTION OCCUR THE IMPACT MUST BE 3. CALL ONE-CALL UTILITY LOCATE SERVICE PRIOR TO ANY EXCAVATION WORK. AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED RETAINED BY TEMPORARY BMPS. (SCHEDULE A.7.B.111(2)AND A.8.C.III) CORRECTED AT THE END OF THE CONSTRUCTION ACTIVITY. THIS SHALL Q JURISDICTION-NORTH FOR THE DURATION OF CONSTRUCTION,INCLUDING PROTECTION FOR INCLUDE RESTORATION OF SOIL DEPTH,SOIL QUALITY,PERMEABILITY, 8 10-29-19 ELEVATION/SCREENING DRA 4. INSTALL PERIMETER PROTECTION(SILT FENCE,BRUSH BARRIER.ETC.) ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE AND PERCENT ORGANIC MATTER. CONSTRUCTION PRACTICES MUST NOT WHEN,AND IF,NECESSARY. NON-STORMWATER POLLUTION CONTROLS.(SCHEDULE A.7.D.I AND A.B.C) CAUSE DAMAGE TO OR COMPROMISE THE DEPTH OF PERMANENT 10-22-19 REVISED RFDS DRA 12. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT LANDSCAPE OR INFILTRATION AREAS. 5. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE W/CITY OF WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SCHEDULE 10. LOCATE ANY SOIL PILES AWAY FROM DRAINAGE SYSTEMS. SOIL PILES US/TIGARD STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. A.8.C.I.(6)) SHOULD BE TARPED OR MULCHED UNTIL THE SOIL IS EITHER USED OR 6 07-02-19 REVISED REDS DRA 13. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES REMOVED. PILES SHOULD BE SITUATED SO THAT SEDIMENT DOES NOT 6. MAINTAIN ACCESS TO OFF-SITE ROADS AND DRIVEWAYS AT ALL TIMES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND RUN INTO THE STREET OR ADJOINING YARDS. 15 05-29-19 REVISION US DURING TILE DURATION OF THE PROJECT. FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. (SCHEDULE 11. BACKFILL FOUNDATION WALLS AS SOON AS POSSIBLE AFTER - - A.8.C.II.(2)) BACKFILLING. THIS WILL ELIMINATE ANY SEDIMENT LOSS FROM SURPLUS -DRAWN BY:=CHK.: APV.: 7. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO 14. ESTABLISH MATERIAL AND WASTE STORAGE AREAS,AND OTHER FILL. _ THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL NON-STORMWATER CONTROLS. (SCHEDULE A.B.C.I.(7)) 12. PROVIDE FOR PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT DRA MWO I MWO IS ALWAYS IN ACCORDANCE W/THE CITY OF TIGARD TESC MINIMUM 15. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS THAT MAY HAVE BEEN TRACKED OUT. SEDIMENT SHOULD BE REMOVED CURRENT ISSUE DATE: _REQUIREMENTS. USING BMPS SUCH AS:GRAVELED(OR PAVED)EXITS AND PARKING BY SHOVELING OR SWEEPING AND CAREFULLY REMOVED TO A SUITABLE AREAS,GRAVEL ALL UNPAVED ROADS LOCATED ONSITE,OR USE AN EXIT DISPOSAL AREA WHERE IT WILL NOT BE RE-ERODED. 10-29-19 8. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS TIRE WASH.THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON W/ 16. ACTIVITIES.(SCHEDULE A 7.D.1WHEN TRUCKING SATURATED SOILS I.(1) AND A.8.C.1LS FROM THEE LCENSURE: STRAW.WOOD FIBER MULCH.COMPOST.PLASTIC SHEETING OR SITE,EITHER USE EQUIVALENT. WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE.(SCHEDULE A.7.D.11.(3)) AFF�p� 17. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO 0.4 04G INEE_IAS,,, POLLUTANTS FROM SPILLS;VEHICLE AND EQUIPMENT FUELING, 9. STABILIZE ALL AREAS THAT REACH FINAL GRADE W/IN SEVEN DAYS. MAINTENANCE,AND STORAGE;OTHER CLEANING AND MAINTENANCE i /74 PE r ACTIVITIES;AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS d/ II, ,_ !N. /��.", 10.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. INCLUDE FUEL,HYDRAULIC FLUID,AND OTHER OILS FROM VEHICLES AND MACHINERY,AS WELL AS DEBRIS,LEFTOVER PAINTS,SOLVENTS,SE P4. oa 11.UPON COMPLETION OF THE PROJECT,ALL DISTURBED AREAS MUST BE GLUES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.I.(2)) ,p e' O�gO _7. l STABILIZED AND BMPS REMOVED IF APPROPRIATE AFTER ACCEPTANCE BY 18. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE:WRITTEN SPILL INSPECTOR. PREVENTION AND RESPONSE PROCEDURES,EMPLOYEE TRAINING ON EXPIRATION DATE.12/31/20 SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES,SPILL KITS IN 12.ALL FRONTAGE AN ON-SITE IMPROVEMENTS SHALL BE IN ACCORDANCE W/ ALL VEHICLES,REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND =JURISDICTIONAL APPROVAL: CITY OF TIGARD ROADWAY STANDARDS. MACHINERY,MATERIAL DELIVERY AND STORAGE CONTROLS,TRAINING AND SIGNAGE,AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES.(SCH A 7.E.III.) 19. USE WATER,SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL.(SCHEDULE A 7.13.11) 20. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.B.11I) 21. IF A STORMWATER TREATMENT SYSTEM(FOR EXAMPLE, =PROPRIETARY INFORMATION: ELECTRO-COAGULATION,FLOCCULATION,FILTRATION,ETC.)FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED,SUBMIT AN DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY OPERATION AND MAINTENANCE PLAN(INCLUDING SYSTEM SCHEMATIC, ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY LOCATION OF SYSTEM,LOCATION OF INLET,LOCATION OF DISCHARGE, ERRORS AND EOSUPERSEDEDUPIONS.ALL BY THE LATESTUS ISSUES RE ISF THIS DRAWING ARE THE REVISION. DISCHARGE DISPERSION DEVICE DESIGN,AND A SAMPLING PLAN AND THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS FREQUENCY)BEFORE OPERATING THE TREATMENT SYSTEM.OBTAIN IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM.OPERATE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO STRICTLY PROHIBITED. MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.D) -DRAWING TITLE 22. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS,IF NEEDED.THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL. GENERAL NOTES TIMES OF THE YEAR.(SCHEDULE A 7.8) 23. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED DRAWING NUMBER: - OR COVERED,OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING ESQ 23 8 CONSTRUCTION SEQUENCE 4 STANDARD ESC NOTES 2 CONSTRUCTION SWPPPI 22x34 SCALE:NTS 11x17 SCALE:NTS 22x34 SCALE:NTS 11x17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS CEI JOB NUMBER.: NSB 19-53004 - ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED 15 INFRASTRUCTURE P A RTN ERS • L:: • T =PLANS PREPARED BY: ` ` 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 WOODINVILLE,WA 98072 PHONE:425.487.1732 WW W.CORNERSTONE-ENGR.COM • •• �� _. =PROJECT INFO: / PD81 i / INTERLOCKED 2"x2" POSTS&ATTACH---- PLAN VIEW GREENBURG 10250 SW NORTH DAKOTA STREET TIGARD,OR 97223 WASHINGTON COUNTY ISSUED FOR:— --USE STITCHED LOOPS LL CONSTRUCTION 3'-0"MIN. OVER 2"x2"POSTS -REV::DATE:=ISSUED FOR:= BY:— FROM TOE SLOPE JURISDICTION-NORTH / 10- 29-19 ELEVATION/SCREENING DRA - ' { f A 10-22-19 REVISED REDS DRA LJS/ 07-02-19 REVISEDREDS DRA NOT : 05-29-19REVISIONLJSNOT USED 1. BURY BOTTOM OF FILTER FABRIC 6" 3 EN VERTICALLY BELOW FINISHED GRADE. 22x34 SCALE:NTS 111x17 SCALE:NTS DRAWN BY:.(1HK.: APV.: I! 2. 2"x2"FIR,PINE OR STEEL FENCE POSTS. r I 3. POSTS TO BE INSTALLED ON UPHILL LC DRA MWO MWO = =-=:1 SIDE OF SLOPE. -I 4. COMPACT BOTH SIDES OF FILTER CURRENT ISSUE DATE: 1 I FABRIC TRENCH. C 10-29-19 1 I I I II -In--- „,Il III III. I I 1 5. PANELS MUST BE PLACED ACCORDING . CATCH BASIN GRATE l 111= 1 I I----III--7I I ri I['l 1 111-111-_-:- ___"'i_ TO SPACING ON DETAIL NO.940. _L.ICENSURE:— 1”REBAR FOR I I 6{ DFss BAG REMOVAL I 744�538PE ,II ' /// y OREGf.....yer......... e. ', „ o EXPANSION RESTRAINT PROFILE VIEW s \w• O CATCH BASIN— / x�- V , EXPIRATION DATE 12/31/201 FILTER FABRIC MATERIAL IN =_URISDICTIONAL APPROVAL:= STORM PIPE-- Sy 4 CONTINUOUS 36"WIDE ROLLS 2";t2"x3/4" IV k ' k x ,,` �„ ,' <x,f/ RUBBER BLOCKS t a X, a � h � �� PROPRIETARY INFORMATION_ N o \ -GROUND SURFACE V - �: ��,�fy� x'-(y' �' r � / DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY n �` ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY rr T�° ,1 „�_ K� .' ^ "/�.' i ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS POLYPROPOLENE r: ill-11141- #; DRAWING ARE SUPERSEDED BY THELA1EST REVISION. III I 1 T THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS FILTER SACK(WOVEN) '--JH----W--1] --IU--: - I j 1 fII IS PROPRIETARY BY NATURE.ANY USE CR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS i0 I I I STRICTLY PROHIBITED. NOTE: I I I - 1 -DRAWING TITLE: 1. RECESSED CURB IN=_ET CATCH I 6'-0"MAX. L[ I 1 BASINS MUST BE BLOCKED WHEN - ____ L_I- -1 i'- DETAILS USING FILTER FABRIC INLET SPACING ,\ SACKS.SIZE OF FILTER FABRIC �--- INLET SACKS TO BE DETERMINED 2"'x2"DOUGLAS FIR OR EQUAL DRAWING NUMBER: - BY MANUFACTURER. FRONT VIEW 6 ESQ-3L3 8 INLET PROTECTION TYPE 5 2 SEDIMENT FENCE . 22x34 SCALE:NTS 111x17 SCALE:NTS —• 22x34 SCALE:NTS 111017 SCALE:NTS CEI JOB NUMBER: NSB 19-53004 s