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Plans : , O.; TIGARD ' - OFFICE COPY MEW ED PO,'_ )LE COMPLIANCE 15 INFRASTRUCTURE P A RTNERS d1/4-1' Pi-rtT1l( If: -r0M IX9 at&ty�m� I ® PLANS PREPARED BY: (nll<f1Cis: IaSa N RECEIVED 19 2020 llilll� fl: Your world. Delivered. 1 5B28 WOODINVILLE-REDMOND RD NE,SUITE 210 CITY ` A�FI WOODINVILLE.WA 88072 b?: Date: �� ✓ITC pV1/ /la/Itp`1�1® PHONE:425.487.1732 • '3UILDING DIVISION N JJ CORNERSTONE ENGR COM =PROJECT INFO: GENERAL INFORMATION PD81 1.PARKING REQUIREMENTS INCLUDE ASSIGNED TECH PARKING PD81 GREEN BURG VALIDITY OF PERMIT 2.TRAFFIC IS UNAFFECTED. 10250 SW NORTH DAKOTA STREET THE ISSUANCE OF A PERMIT GREENBURG 3.SIGNAGE IS PROPOSED. BASED ON CONSTRUCTION 10250 SW NORTH DAKOTA STREET LEGAL DESCRIPTION TIGARD, OR 97223 DOCUMENTS AND OTHER TIGARD,OR 97223 SEE SHEETA-1 FOR LEGAL DESCRIPTION WASHINGTON COUNTY DATA SHALL NOT PREVENT WASHINGTON COUNTY THE CODE OFFICIAL FROM r ISSUED FOR: F/A 10034024 REQUIRING THE CORRECTION L CONSTRUCTION JVICINITY MAP GENERAL LOCATION MAP PROJECT TEAM OF ~RRORC.DRAWING IN `/� —REV CDATE CISSUFD FOR BY ®¢ ` � M1 x�W .. JURISDICTION NORTH IN G „m + .. APPLICANT: PROPERTY OWNER: DWG DESCRIPTION 8 10-29 19 ELEVATION SCREENING D WO S B € NEW CINGULAR WIRELESS,LLC. r - PASCUZZI INVESTMENT LLC T-1 TITLE SHEET �..,,..w. . d o Q 10-22-19 REVISED RFDS BRA 19801 SW 72ND AVENUE 10250 SW NORTH DAKOTA STREET G-1 GENERAL NOTES e TUALATIN,OR 97062 TIGARD,OR 97223 �° C i TOPOGRAPHIC SURVEY&EXISTING CONDITIONS LJS7 g ........ "'"° ,,,,, WM MAP Q6 07-02-19 REVISED REDS o. sa sma,L. N 4.,,.,w i -- "" 'vsWr." °'"°°'" N PROJECT CONSULTANT: PROJECT MANAGER: C-2 TOPOGRAPHIC SURVEY x EXISTING CONDITIONS BRA sa "ba '*a,, �� VELOCITEL,LLC BRIAN FLORES MAP M Q5 05-29-19 REVISION LJS 2 A - 4004 KRUSE WAY PLACE,BLDG 4004,SUITE 220 (503)780-2847 A-1 SITE PLAN SW SM,„o "'"""'"" �, ."+ ""` „., I''I LAKE OSWEGO,OR 97035 bflores@velociteLcom A-1.1 ENLARGED SITE PLAN DRAWN BY.—CHK_ APV-: SITE LOCATION IlJI (503)699-3050 A-2 WEST ELEVATION �ntl\ E 4 $ ' .. .,", - -_ SITE ACQUISITION: : ZA-ri NORTH ErrVAAION [ DRA MWO MWO ® 4 Y `—^k PROJECT ENGINEER: DAN DUTTON A-3 ECSUlPMENT DETAILS CURRENT ISSUE DATE- ; MO ovens pSe wen-o.xm� , � CORNERSTONE ENGINEERING,INC. (503)756-3888 A-3.1 CONSTRUCTION DETAILS 4° .-_._,,,.__ o. 16928 WOODINVILLE-REDMOND RD N.E.STE 210 dd II IociteL com A-3.2 CONSTRUCTION DETAILS 10-29-19 M on@ve I a s'^' ! ,,,,.,",.. - WOODINVILLE,WA 98072 A-3.3 CONSTRUCTION DETAILS kt MARK W OLSON,P.E. ZONING: LLICENSURE: f # -° °'" f .„. A-3.4 CONSTRUCTION DETAILS # SITE LOCATIONpt m (425)487-1732 DAN DUTTON A-4 SIGNAGE DETAILS �,&9 PRO- P $ erwa,ua 9+... n Y B d Ww.ya n M •^m,,,ya „°,,„m , 1_ (503)756-3888 A-4.1 SIGNAGE DETAILS mac; Ea3'(Tir,I , ,,,,,,, '. �.- gym. RF-1 SIGNAGE DETAILS Li /eve fe.` ""^'°"' / • �•.„^^^° f dduttor velociteIcom A-4.°3 1. e �4 € 1� a �°* "J. r CONSTRUCTION COORDINATOR: RF-1 ANTENNA PLANP. S SCHEDULE 3 A..vBa o" s,,w0w."' • � 1 ,,. F' MARK LINES E-1 UTILITY ROUTING PLAN&DETAILS 6•, "� ' (547)864-0818 E-1.1 ONE LINE DIAGRAM `� ,OREGON mlineswelocitel.corn oke E-2 GROUNDING PLAN ��gq\R�\k W. V 4 19 w, �„Cl %"^'ee. E-2.1 GROUNDING NOTES&SCHEMATIC, 2\ O 10 .. .7 • E-2.2 GROUNDING DETAILS /5� EXPIRATION DATE.1usi APPROVAL/SIGN OFF OF DRAWINGS DRIVING DIRECTIONS L-2 LANDSCAPINGJURISDICTIONAL APPROVAL: L-2 LANDSCAPEE NOTTESES&DETAILS �3�r__ CONSULTANT DATE SIGNATURE FROM NEW CINGULAR WIRELESS PCS,LLC.IN REDMOND,WA: ES -2 GENEIRAL ON NOTES SEDIMENT CONTROL PLAN TAKE RAMP(RIGHT)ONTO WA-520 ESC-3 DETAILS PROJECT MANAGER EXIT TO SOUTHBOUND 1-405 /5 TAKE RAMP(RIGHT)ONTO 1-5 ' • CONSTRUCTION MANAGER ENTERING OREGON AT EXIT 294,TURN OFF ONTO RAMP �-,-��,v v „v �� SITE ACQUISITION BEAR RIGHT(WEST)ONTO OR-99W[SW BARBUR BLVD] v 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 2 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, 1 ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY IMMEDIATELY TURN RIGHT(WEST)ONTO SW NORTH DAKOTA ST (9)PANEL ANTENNAS(3 PER SECTOR),(12)RRH'S(4 PER ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS CARRIER DATE SIGNATURE PROJECT INFORMATION DRAWING ARE SUPERSEDED BY THE LATEST REVISION ARRIVE 10250 SW NORTH DAKOTA ST,PORTLAND,OR 97223 SECTOR),(2)SURGE SUPPRESSION UNITS,(2)FIBER CABLE, -HE INFORMATION CONTAINED IN THIS SET OF MU SITE IS NORTH ON EXISTING BUILDING (4)POWER TRUNKS,(1)ELEVATED VERTIV WIC EQUIPMENT IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE PROJECT MANAGER CODE INFORMATION: PARCEL NUMBER: OTHER THAN WHICH IS RELATED OE NAMED ENr A SHELTER MOUNTED ON A 100"x10'-0"CONCRETE SLAB&A CONSTRUCTION MANAGER 193.9 MILES ZONING CLASSIFICATION:I-P(INDUSTRIAL PARK) 13135C B-00200 POLAR POWER 15kW NATURAL GAS GENERATOR MOUNTED STRICTLY PROHIBITED. BUILDING CODE:2014 OREGON STRUCTURAL SPECIALTY 3 HOURS,6 MINUTES AREA OF PARCEL ON A 3'-6"x5'-0"CONCRETE SLAB IMTHIN A 28'-0"x15'-2" DRAWING TITLE: CODE AMENDMENTS(IBC 2012) RF ENGINEER (LEASE AREA)CHAIN-LINK FENCED ENCLOSURE-ADD CONSTRUCTION TYPE:II-8 ±196,500 SQ.FT.(±4.51 ACRES) LANDSCAPE ON EAST&NORTH SIDES.WOOD SCREENING INTERCONNECT OCCUPANCY:GROUP U FENCE UTILITY H-FRAME. TITLE SHEET - JURISDICTION:CITY OF TIGARD PROJECT AREA: \J OPERATIONS PROPOSED BUILDING USE:TELECOMM t425 SQ.FT.(LEASE AREA) 5._- '\ e �7\ %5\%6 [DRAWING NUMBER: COMPLIANCE UTILITY COMPANIES SITE LOCATION(BASED ON NAD 83): NEW IMPERVIOUS AREA: (\ ' LATITUDE: 45°26'19.75"N(45.438819) t0 SQ.FT.(EQUIPMENT AREA) T 1 8 POWER COMPANY: FIBER COMPANY: LONGITUDE: 122°46'54.82"W(-122.781894) 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) CEI JOB NUMBER: NSB 19-53004 GENEPAL 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 NC AIR CONDITIONING MAX MAXIMUM 1. DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF SHALL BE:PANWIT 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)PANDUT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA,WA. REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL METAL INFRASTRUCTURE OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL VIER MANUFACTURE 15 MATERIALS,EQUIPMENT,USD00,AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE 2. STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION(INCLUDING FIELD WELDING,HIGH SLOG BUILDING MGR MANAGER p q R TN E R S PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. DESIGN CRITERIA. STRENGTH FIELD BOLTING.EXPANSION BOLTS,AND THREADED EXPANSION ANCHORS)SHALL BE BLK BLOCKING MIN MINIMUM BASED ON THE A.I.S.E'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 BO.S. BOTTOM OF STEEL FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. SPECIALTY CODE AMENDMENTS(2019 OSSC) WITH 20121BC CHAPTER 22,BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. WA NOT APPLICABLE 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 NC NOT IN CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE DESIGN LOADS: RESULTS. CLR CLEAR N.S. NEARSIDE I ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS, DESIGN DATA FOR CRY 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 Ps1 CONST CONSTRUCTION O.C. ON CENTER TYPE OF MEMBER CONT CONTINUOUS OD. OUTSIDE DIAMETER 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION -BASIC WIND SPEED 120 MPH(3 SEC GUST) OM OVERHEAD �C AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THE JOB A. WIDE FLANGE SHAPE ASTM A992,Fy 50 KSI DEL DOUBLEARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWNGS AND OR -WIND EXPOSURE S B. OTHER SHAPE,PLATES AND ROD ASTM ASS,Fy 36 KSI DIA/0 DIAMETER PLCS PLACES / SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND C. PIPE COLUMNS ASTM AS3,Fy 35KSI DIAG DIAGONAL PLYWD PLYWOOD IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL CODE COMPLIANCE: D. STRUCTURAL TUBING ASTM A500,Fy 45KSI DN DOWN PROJ PROJECT 16928 WOODINVILLE-REDMOND RD NE,SURE 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 CONTRACTORS 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 WWWCORNERSTONE.ENGRLOM 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 A123IA123M-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. 5. ALL WELDING SHALL SE IN CONFORMANCE`MTH 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 WA.B.O.CERTIFIED WELDERS USING E]O 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 90 E.W. EACH WAY RO ROUGH OPENING PD81 MECHANICAL CODE 2014 OREGON MECHANICAL SPECIALTY CODE(2014°MSC) 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 OES0) WITHIN 9"OF COW BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE SCH SCHEDULE MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL FIRE/LIFE SAFETY CODE 2014 OREGON FIRE CODE(2014OFC) FOR MATERIAL REQUIREMENTS OF WELDED BARS FIN FINISH SHT SHEET CODES OR ORDINANCES TAKE PRECEDENCE. ENERGY CODE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE,(2014OEESCI FLUOR FLUORESCENT SIM SIMILAR GREENBURG 6. COW-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 AI.S.I."SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT SO 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 A TIGARD,OR 97223 LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, CONCRETE NOTES: GA GAUGE STRUCT STRUCTURAL AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM 325 BOLTS(3/4"DIA.)AND SHALL HAVE A GALV GALVANIZED STD STANDARD WASHINGTON COUNTY MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR SOFT SQUARE FOOT 7. GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH AC4316. GUM) GROUND SG IN SQUARE INCH DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE 2 CONCRETE SHALL BE MIXED 8. CONVEYED AND PLACED INACCORDANIGE WITH 8. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE Mr DIA.ASTM A30?BOLTS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED -ISSUED FOR: BY ALL PERSONNEL INVOLVED MATH THE PROJECT THIS SET IS A VALID CONTRACT DOCUMENT UNLESS NOTED OTHERWISE. ONLY IF THE TITLE SHEET IS STAMPED"FOR CONSTRUCTION'AND EACH SUCCESSIVE SHEET CHAPTER 19 OF THE 20190SSC.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS HORZ HORIZONTAL THK THICK BEARS THE ARCHITECTS SIGNED WET STAMP. FOLLOWS. 9. ALL STEEL WORK SHALL BE PANTED N ACCORDANCE WITH THE DESIGN&CONSTRUCTION HR HOUR THRU THROUGH CONSTRUCTION TYPE OF CONSTRUCTION 280AY STRENTHS WIC MINIMUM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. HT HEIGHT TNNG TINNED 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE HVAC HEATING VENTILATION T.o, TOP OF _REV:'DATE:=ISSUED FOR: BY:_ ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. (En) RATIO CONTENT 10. ALL WELDS TO BE U4"FILLET UNLESS NOTED OTHERWISE. AIR CONDITIONING TO.S. TOP OF STEEL - PERCUBICYARD TYP TYPICAL 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(ZC RICH PAINT)OR D. NSIDE DIAMETER JURISDICTION-NORTH ZINC APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. A. SLABS ON GRADE $500 PSI 50.45 APPROVED EQUAL. N NCH UNO UNLESS NOTED OTHERWISE $ 10-29-19 ELEVATION/SCREENING DRA TOPPING SLABS NFD NFORMATION 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN CONCRETE PIERS TOVVER/POLE NOTES: NSUL NSULATION VERT VERTICAL 2-A OR 2-A1OBC WITHIN75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING NT NTERIOR V.IF. VERIFY IN FIELD 7 10-22-19 REVISED REDS DRl1 I 5045 612 SACKS B. ALL STRUCTURAL CONCRETE 4000 PS BC NTERNATIONAL BUILDING CODE CONSTRUCTION. EXCEPT WALLS 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA WI WITH L.SI II. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, LOADING IS TO BE DONE BY OTHERS. LBS POUNDS W/O WITHOUT 5 07-02-19 REVISED REDS Del EASEMENTS,PAVING,CURBING,ETC_DURING CONSTRUCTION.UPON COMPLETION OF WORK, C. CONCRETE WALLS I,OW PSI s045 8111 SACKS WP WATERPROOF 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 CEMENT SHALL SE ASTM C150,PORTLAND CEMENT TYPE I U.N.O. FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE 5 05-29-19 REVISION LS ON OR ABOUT THE PROPERTY. CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING 3. PROCEDURESTHE ERAL CONTRACTOR PLACEMENT. SHACEMENTLL RVISE AND BE RESPONSIBLE FOR THE METHODS AND _ CONSTRUCTION AND DISPOSE OF ALL DIRT,DEBRIS,AND RUBBISH OFFSITE.CONTRACTOR SHALL OF CONCRETE PLACEMENT. ABBREVIATED ROOFTOP SAFETY PROCEDURES R PLATE 0 0 0 6 CHAIN-LINK FENCE DRAWN BY:=CHK.: APIL: N 0 N 0 CHAIN-LINK FENCE WI BANE WIRE e REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES SITE SHALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH q- CENTERLINE D D a a WOOD FENCE DRA MWO MWO F BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY NATURE. AN AIR-ENTRAINING AGENT CONFORM LNG TO ASTM C260,C494,C618,C989 AND 01017.TOTAL AIR (WHEN APPLICABLE): CONTENT SHALL BE IN ACCORDANCE WITH TABLE 19042 OF THE 2012 IBC. (E) EXISTING - T T - TELEPHONE CURRENT ISSUE DATE: 13. THE GENERAL CONTRACTOR SHAM RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH (AS PER"ACCIDENT PREVENTION PROGRAM-BY PERMISSION OF WREN CONSTRUCTION,INC.-03/01/99) -P -P - POWER ` CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEMDETAIL NUMBER NOT CLEARLY DEFINED BY THE 5. REINFORCING STEEL SHALL CONFORM TO ASTM A815(INCLUDING SUPPLEMENT SI),GRADE 60, %/� SHEET NUMBER - GROUND WIRE 10-29-19 CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1y�0,000 PSI.EXCEPTIONS.ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE FALL PROTECTION METHODS AND EQUIPMENT GRADE 40,fy=40,W0 PSI.GRADE 80 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED ROOF TOP INSTALLATIONS COAX COAXIAL CABLE 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID SHALL CONFORM TO ASTM A706.REINFORCING COMPLYING WITH ASTM A615(61)MAY BE WELDED [LICENSURE: 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 t5. THE CONTRACTOR SHALLPROVDETHEOLIENTPROPERINSURANCECERTIFICATESNAMING SPECIFIED IN A.W.S.D14 ARE SUBMITTED. SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND SPECIAL INSPECTIONS: �p,� ACTIVITIES OF THE CONSTRUCTION WORKERS. \4' es INE6A vj CLIENT AS ADDITIONAL INSURED,AND CLIENT PROOF OF LICENSE(S)AND PE PO INSURANCE. 6. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH SPECIAL INSPECTIONS IN ACCORDANCE WITH OSSC 2014 SECTION 1704.3. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(LE. BACKING UP TOWARD I� Ar 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. MINIMUM AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEASTW BARNTE DIAMETERS OR A Q� ]4538PE OF 2'-0".PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP AROOF EDGE ETC.)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. SOILS/GEOTECHNICAL: �/ `�Y - 17. CAUTION!CALL BEFORE YOU DIG'BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION CORNER RARE AT LEAST WBAR DIAMETERS ORA MINIMUM O-2'-0-.LAP ADJACENT MATS OF pSHORING INSTALLATION AND MONITORING WELDED WIRE FABRIC A MINIMUM OF V'AT SIDES AND ENDS. SHOWN MAY NOT BE COMPLETE,CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN V OR LESS OF AN UNPROTECTED RIOBSERVE AND MONITOR EXCAVATION OREGON 48 HOURS PRIOR TO CONSTRUCTION.DIAL 811. ROOF EDGE,REQUIRES WORKERS TO USE SAFETY LINE. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-IRS. [(VERIFY SOIL BEARING psI BEARING ,[( a.%� 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 ES,fY�0,W0 9. SAFETY LINE SHALL BE MINIMUM YS"DIAMETER NYLON.MATH ANOMINAL TENSILE STRENGTH OF °SUBSURFACE DRAINAGE PLACEMENT /E yy. Ot" 10-2315 ALONG WITH RECLINED CONSTRUCTION SET. PSI MOO LBS_ °VERIFY FILL MATERIAL AND COMPACTION EXPIRATION OAlE:121M1 °VERIFY CONDITIONS AS ANTICIPATED 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIEL08V MARKING UP(REDLINING)THE 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) JURISDICTIONAL APPROVAL: APPROVED CONSTRUCTION SET AND SUBMITTING THE RECLINED SET TO THE CLIENT UPON SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. [(OTHER COMPLETION. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: ROOF,BUT NOT BEYOND. 20. FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID REINFORCED CONCRETE: WALK. -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. TREINFORCING STEEL AND CONCRETE PLACEMENT °PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS -CONCRETE EXPOSED TO EARTH OR WEATHER 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL °BATCH PLANT INSPECTION REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO 06 EARS OR LARGER) 2' OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: OSHOTCRETE NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT, (45 BARS OR SMALLER) 1 12" INSPECTION OF CONSTRUCTION AREA FOR HAZARDS °GROUTING 21. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT,MUST BE APPROVED BY CLIENT -CONCRETE NOT EXPOSED TO WEATHER OR N CONTACT WITH GROUND USE OF AN INSPECTION CHECKLIST °OTHER CONSTRUCTION MANAGER. (SLABS.WALLS MID JOISTS)(011 BARS AND SMALLER) 3/4" INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS (BEAMS,COLUMNS)(PRIMARY REINFORCEMENT,TIES,STIRRUPS.SPIRALS) 1 1/2" REPORTING AND DOCUMENTING ANY HAZARDS^ STRUCTURAL STEEL: 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION °FABRICATION AND SHOP WELDS PROPRIETARY INFORMATION: PENETRATION OF EXISTING ROOFING MATERIALS OCCUR. R.THE GENERAL.CONTRACTOR SHALL 11 BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR RECEIVING AN UNBIASED REVIEW OF ONES OWN WORK AREA BY ANOTHER COWORKER SAFETY ILERECTION 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 AW]. REPRESENTATIVE °OTHER DO NOT SCALE DRAWINGS.CONTRACTOR GUARANTEED UNDER THE ROOFING CONTRACTORS WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. ALLO SO IS ION.ALTERE PREVIOUS ISSUES OF OE THIS 13. NON-SHRINKESMIDPLACEDIN STRICT FURNISHEDANCE WITH THE MANUFACTURER'S MANUFACTURERAND SHALL BE REFERTO ROOFTOP OE ERECTORS ERRORS MID OMISSIONS.ALL BYTHE LATESTREVISON MIXED MID IN STRICT ACCORDANCE WITH THE PUBLISHED NATIONAL ASSOCIATIONOF TOWER ERECTORS 20W PUBLICATION DRAWING SUPERSEDED THE REVISION 24. IN THE CASE OF ROOFTOP SOLUTIONS MATH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH STRUCTURAL ALUMINUM: THE INFORMATION CONTAINED IN THIS SET OF DOLUYBNS (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL COORDINATE 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 WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING(IN EQUIPMENT INSTALLERS.AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS [(ERECTION AND FIELD WELDS AND BOLTING OTHER THAN WHICH IS RELATED TO NAMED CLEM IS APPEARANCE) EXISTING EXTERIOR BUILDING FACADE MATERIALS,TEXTURE&,ANO 14. ALL EXPANSION ANCHORS TO BE HILT!BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO 29 CFR 1926.500-SCOPE,APPLICATION,AND DEFINITIONS °OTHER STRICTLY PROHIBITED. COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. 29 CFR 1926.501-DUTY TO HAVE FALL PROTECTION FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE 19 CFR 1926.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES DRAWING TITLE: CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 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 14 Y CALL TWO WORKING DAYS °PERIODIC ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED,CONTRACTORS SHALL CONFIRM(PRIOR TO BEFORE YOU DIG' °OTHER DRAWING NUMBER: SUBMITTING BID)WITH CONSULTING CONSTRUCTOR COORDINATOR AND ARCHITECT THE .. 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 NATIONAL U11U11E5 UNDERGROUND LOCATE / _ REPAR.IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT,CONTRACTOR SHALL INCLUDE ANCHORING TO CONCRETE: v 8 PROVISIONS FOR X-RAY PROCEDURES INCLUDED IN BID)FOR ALL PENETRATION AREAS WHERE ry PRs nI sWAU BEwBADMEOBVCOM WEAL,B� NG TO INSTALLED IN CONCRETE ANCHORING OCCURS. narouw'uENITBam,a as wr0u °POST-INSTALLATION ADHESIVE ANCHORS "�I'iunrv.w.�'E PROPOSE,wn, WAIWA1�XLE ❑POST-INSTALLATION MECHANICAL ANCHORS CEI JOB NUMBER: NSB 7953004 CELLULAR SITE PORTION OF NW1/4 OF SW1/4 OF SEC.35,T. 1 S., R. 1 W., W.M. LEGAL DES PART OF SECTION 35,TOWNSHIP 1 SOUTH RANGE 1 WEST OF THE WILLAME TE MERIDIAN,N THE CITY OF TIGARD, WASHINGTON AS, COUNTY,OREGON, INFRASTRUCTURE DESCRIBED SHFOLLOWS:GWS:WS: CALL TWO WORKING DAYSP A R THE R S BEFORE YOU MI BEGINNINGORTE AT A POINT OF T429 INNT WEST OF NORTHEAST CORNER THE JOIN L. 6N ..,.. 811 DONATION LAND LAM,SAID POINT BEING 60 FEET v I WESTERLY OF WHEN MEASURED AT RIGHT ANGLES \ "•' -�° )-^,-•- "`�^`--ss-wy-s--- TO.THE ORIGINALLY LOCATED CENTER LINE OF THE 1 NATIONAL UTILITIES UNDERGROUND LOCATE SOUTHERN PACIFIC COMPANYS RIGHT OF WAY: 1 wE..r�cunory a AfufRN MmcT"'ALT gw...x4"...nw THENCE SOUTH 18.3U 30"EAST PARALLEL WITH =PLANS PREPARED BY: THE CENTER LINE OF SAID RIGHT OF WAY.207A9 ` 16 FEET TO A POINT 35 FEET WESTERLY OF,WHEN \ \ SW CORNER DAVID C. eH:ywc-wn caEn-eras ewe- weamue a� Aumurv.mu� GRAHAM DONATION LAND mwcn- _ MEASURED AT RIGHT ANGLES TO,THE IC RAILWAYS C orirsownwrarma CENTER LINE OF THE OREGON ELECTRIC RAIL.WAYS ►• e -- - - - - - -- - - - \ CLAIM:FOUND 3'BRASS STATE MAP: CONNECTION TO THE SOUTHERN PACIFIC e w ... c. SW NORTH DAKOTA ST• DISC WI PUNCH IN CASE. 20.00 0" & _ _ _ \ .v.� COMPANY'S TRACK;THENCE ALONG A LINE PAP')I FT WTH AND 35 FEET WESTERLY FROM THE 1W26 WOOOIIVILLE.REDSCIO RDICSATE210 S 7'5153'8951'53 E 3842g ► �� ; at CENTER LIRE OF CONNECTIONTAS FOLLOWS,FEET) WOODINVO.LE,WA96072 r - - - S B7°51'S3'E 367.44' J \ 4` `-jl ALONG CURVE TO'THE RIGHT 3°78394 PHONE:425A67TM \ (THE CHORD OF WHICH BEARS SOUTH3°58 30' W W W.CORNERSTONEENGRGOM . \ àiit1 0E ALONG A CURAST E TO TH2 E RIGHTT)TO APOIIS T57.7FEET)CURVE TO THE RIGHT(RADIUS 1257.67 FEfT)(THE CHORD OF WHICH BEARS SOUTH 6°02'10' PROJECT INFO: WED D PARR 7F-tL)E.O WEST 43:.93 FEEET TO APG IPI NTHEW STL EOFTH5T430.ELOFLTOAPDINi PD81 ZIN THE WEST LINE OF THE PARCEL OF LAND CONVEYED TO THE BEAVERTON AND WILLSBURG NRAILROAD COMPANY BY INVESTMENT CO.BY DEED `ODATED SEPTEA®ER 1B,1907AND RECORDED GREENBURG NOVEMBER 1,1907,IN DEED BOOK 77,PAGE 361, O = RECORD OF DEEDS OF SAID WASHINGTON COUNTY; .\TTI THENCE NORTH ALONG THE WEST LINE OF SAID 10260 SW NORTH DAKOTA ST A 'VICINITY MAP: PARCEL OF LAND.495.0 FEET TO TIE NORTHWEST Z -^'-• TIGARD,OR 97229 P '16 CORNER OF THE SAID PARCEL OF LAND 353.49 FEET �\.3 \ r.®� • tg^g•„„" TO THE POINT OF BEGINNING. WASHINGTON COMM \ a 3 9\DESCRIBED IN DEEDICAOTMION THATDEED RECORDED DUPE T SITE LOCATION-- ISSUED FOR: PA Cl b 30,1982 AS RECORDING NC.82016431. FINAL SURVEY I F MAP&TAX NO.FT \ - 7o y . t ,,,,.. ,- r - _ '((PER TICOR TITLE COMPANY TINE REPORT NO. [REV:: 1S135� B,500ss002001 \ 36261707072,DATED OECEMBER 7,2017 AT EECAM.) DATE:-ISSUED FOR BY:� / i t w 4.51f<AC. n=is•M'34' \ \ / ""'" Q 10-22-19 REVISED CLIENT LOGO JRS R=783.84' 1 • r i $ y// •of t • ADDED VISION ` I I 2 05-24-19 JRS \ ` / CLEARANCE AREA _'� \ / \ SURVEY REFERENCES: FecTMENTS OF RECORD: Q j1 ,1 \ (RI)RECORD OF SURVEY.CS 26025. THE FOLLOWING EASEMENTS HAVE BEEN 1 01-31-19 ADDITIONAL TOPO ,R2$ /\ (R2)RECORD OF SURVEY,CS 11102. DISCLOSED BY HEREIN REFERENCED ERE REPORT: 1 / \ / (R3)PLAT OF DAKOTA MEADOWS.VOL.118/13.15. A01-03-18 FINAL SURVEY JNs \ (R4)PRELIMINARY SURVEY OF SITE PD81 OREENBURG 3.EASEMENT FOR WATER LINE GRANTED TO CITY _ I / / , BY DU4CANSON,DATED 6,25/13,SHEET SV1. OF TIGARD,RECORDING NO:2000-0958622. �/ DRAWN BY:=CHK.• APV.: 1 \ (R5)WASHINGTON COUNTY ASSESSORS MAP (PLOTTED HEREON) A�4.55a1' 1S 1 35CM. JRS MIND JRS R=1027.00 • 4.EASEMENT FOR WATER LINE GRANTED TO CITY i L88.33' /` / ` OF TIGARD, No:2D0QU95B83. CURRENT ISSUE DATE: B} (PLOTTED HEREON) FOUND SAT• / \ : II,, / F0 7.NOTICE OFsuRLEMENrAL FINAL ORDER AND 10-22-19 - � 6 C� V \ JUDGMENT IN FAVOR OF AT&T FOR MAINTAINING L /k.7 lo / 1 , AND EXPANDING CABLE,RECORDING NO. -LICENSURE: 404.41' NOTES: 2908-083292,BEING A 16.5 FOOT WIDE EASEMENT \ N 67.5153°W :9 \ THROUGH SETTLEMENT CORRIDOR r REGISTERED ‘ 1. ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA (NO TES ILBOUNDS LEGAL DESCRIPTION IS PROFESSIONAL 6�2•fiT4B' / ` LEVEL(AMSL)EItVATIONS REF MEERENCED TO THE CONTA/NEDMSAID DOCUMENT.TPIEAPRWOM47E LAND SURVEYOR R=1027,00' NAIAD 88 DATUM. AVE BEEN ROTATED TO LOCATION IS SHOWN HEREON MEW UPON FEW ;' L=51-83') 2. RECORD REFERENCBEARINGS ED NAD 83 MERIDIAN.. LOCATION OF FIBER OPTIC MARKERS)) , Y,^ y may, •' \ FOUND bB" ///prltHEREIN / 3. SURVEY MONUMENTS SHOWN HEREON WERE OREGON \ ‘ REBAR&CAP VISITED ON 12/15/17. WV 14 ma RAYMONDDIAL CS 26025 / E SLATER I A I \ \ 05 .D6" Zy, / s 8564 L=179.BB \ / RENEWS:59020205PL8 g I \ \\ \�// CJURISDICTIONAL APPROVAL: TLT Y FLOOD ZONE ':AREAS DETERMINED TO BE OUTSIDE SITE INFORMATION: 1�) I \ N44'0Y70'E \ / / THE CHANCE ANNUAL FLOODPIAN. 1278' / / / 'X MAP 6 TAX NO: 13135CB-00200 (PER FIRM MAP NO.41067C0533E,DATED NOV.4,2016.) SITE ADDRESS: 10250 SW NORTH DAKOTA ST I \ R� / TIGARD,OR 97223 Alm`^. \ SITE OWNER: PA3CUIL INVESTMENT LLC h / ZONING: 19(INDUSTRIAL PARK) I \ \ / / TOTAL LOT AREA 198,6005 S.F.(4Si!AC.) SCALE:1"=80' \ \ / / THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. \ \ / / / THIS IS A SPECIALIZED TOPOGRAPHIC MAP WITH COORDINATE DATA Q CENTER PROPOSED MONOPOLE PROPERTY LINES AND EASEMENTS BEINGA GRAPHIC DRAWING INFORMATION: B BO 120' \ / /// PRELIMINARY TITLE REPORTS,DOCUMENTS OF RECORD,/ DEPICTION OF VARIOUS INFORMATION GATHERED FROM LATITUDE- 45'26'15.75'N NAD 83 LONGITUDE 122'48'54.82'W NAD 63 DO NOT SCALE DRAWINGS.CONTRACTOR I&ET VERIFY NAD 83 OSPCS NORTH ZONE I MAPS AND AVAILABLE TS FOUND DURING THE GROUND ELEV= 189.3 FEET NAVD 08 ALL DIMENSIONS AND ADVISE CONSIGTNITS OF ANT \ / / / FIELD SURVEY.NO PROPERTY MMONUMEJNTTS WERE SET. BOUNDARY MAP \ / / ERRORS IAND AESUPERSE.EDBYTIEUTTERREVGI565 NO TITLE RESEARCH WAS PERFORMED BY DRAWING ARE OMISSIONS.AU. BYTIEUTE8TTE11BIOHI \ / // CORNERSTONE ENGINEERING INC. TREE LEGEND: TREE TYPES THE MFDRMATION CONTAINED IN THE LWE GR FO0CLM83ff8 IS PROPRETARY BY NATURE ANY USE OR OBCLOBUE SURVEY EQUIPMENT: DECIDUOUS ALDER OTHER THAN WHIGH STRICTLY REUP11130.TED TO BR6 CL v / / AP APPLE BI BIRCH TOTAL STATION:TOPCON GPT 3003. I / / AL1612 CE CEDAR DRAWING TITLE: CH CHERRY - GPS UNIT:CNC NAVIGATION CHCX900y7PUS STATIC / / GPS RECENER I-DRIP RADIUS(FT)TRUNK DS DECIDUOUS TOPOGRAPHIC SURVEY& I / / TREE TYPE EV EVERGREEN EXISTING CONDITIONS MAP I / / / EVERGREEN HE HEMLOCK IL / / CONS STATION.STAY ® HD HOLLYMA MADRONA DRAWING NUMBER _ - .-_/ / / � r u. DATUM:NOD 88 DF1512 HEIGHT AG). MP MAPLE ELEVATION:441Z )3_.-(IF MEASURED) OK OAK IPI PINE L_ - // BENCHMARK DISCLAIMER:ELEVATIONS ESTABLISHED AT SHRUB(BUSH SU SPRUCE 3 / i THIS SITE ARE REFERENCED TO THE ABOVE NAMED CORE. TREE DRIP LINES ARE TO SCALE.TRUNK DIAMETERS STATION.NO EFFORT WAS MADE TO CHECK FOR LOCAL WERE APPROXIMATED AT 3.5'T04.0'ABOVE GROUND BENCHMARKS.THE ELEVATIONS ARE ACCURATE WITHIN LEVEL.TREES SHOWN ARE FOR REFERENCE ONLY AND CEI JOB NUMBER: 1735028 THE FAA TOLERANCE REQUESTED FOR THIS PROJECT. OTHER TREES AND VEGETATION MAY EXIST. PORTION OF NW1/4 OF SW1/4 OF SEC.35,T. 1 S., R. 1 W.,W.M. CELLULAR SITE : INFRASTRUCTURE \ APPROX LOCATOR b °' P A R T N E R S FIBER OPNC \ 16 FBER OPTIC LPE :I °'eZ.- r MANHOLE , •+ CONC TE RR71R1G °. - J 1 WATER LINE EASEMENT OVERh1ES mFMptUTB.fTY + .r RR XING SENALb 1-41 p� �162 �U" P � 1 PLANS PREPARED BY: - —I�— _ SWNORTHDAKOTAST EDGE ASPHALT, / CONDUITj i kt URLNY 0,� } t r 1 l 1 20.00'—•I - \ BerbT6i•E 38I1 - ---1-- - t _ (__1_ W/)QLR urn c.w�nu aa,� cwlrtevsvaB a• q\ \ r— — — — —— — 111 IIIIIIIII—•IIIIIIp1,142 1212222211IIIIIII 1TISIS, d \ \ b�x000umuEREDNDNDrmn�su sw 887$1yS'E e ,Se--- ��i ` , 357M• ��. 51� . . 5 ..... �` \ SCALE:r=�' wooDINNLIF.WA 8BOR2 8P1112 — — DF2015 ';` '1 I` I "---'`"•—T 1 l'� SW CORNER DAwa MBE — — — Dfl210 'rI .. I AL III �1U "as 7,.. :! a as ba PXDaE:aza.'e7.trzz V dW��B AVE .r� 1 GRAHAM DONATION LAND WNW BP1118 OF081U ..A..174.4.,a VtBpN CLEARANCEAREA FENCE 1T•-2A$FIR ., .� .".ti3) �. 1 18s I.A. CLAW:FOUND 3"BRASS r DF7812 SP1010 � 4 , 1 .- T"""'e . `'` e•0-1i'OSPENCETREES \ $ DISC W/PINCH MG\SE. oFzoz4 \� //, , (TRIPLE) i .� - �� 1 15 I TE t ,.> u: •tv*',?,itv ,azy/W`� �� 1 0 1 =PROJECT INFO: — ,,,,.1,:�Pm. s, \ I I '; �,,D., 4k aka = 1 1 wPRDx LOCATION sPtnz ,�„ a \n ,�a " 1`` I N, __ ' 1 1 1 DIRT GATE raw y 1 ::• FIBER PD81 SPO808 �` •'.,°-•..r•Q91 \e-s qtl i - ��yll\• , �T �l L .m1 BSARSWIPF \ 1 ENF AFN. Ni 3&3-l} .« •,I r 1 -,-- al' .�-. ■ - '- F1:NCE - \\.a 1 •; \ aPOE1z 1 — a ,}'y.. / L l- f i., , / r • \ .\\1 1 SYMBOLS LEGEND GREENBURG 6 s +s x , ,,„\„. ,I\ ' _ _ .k 1 EC08LOCK WNl MAILBOX PROPOSED \ .\NIA ` :. ^ \ \l STAND y D VTILRY POLE eI rur� •� / SPORE 0 _ ;n \ -� UTILITY POLE 10250 SW NORTH DAKOTA ST 9PItt8 I BAOBDB t5'WIDE WATER LINE \ \� FIBEL• UTXm POLE TIGARO,OR 97223 POWER METER c , . 8P0B72 2EASE�MENT REC.NO. t\\\ VAULT t•�4 Rl \ LmLm VOLE wtuwn WASHINGTON COUNTY 0 1 s\VI:�11.-p 2. \ n rISSUED FOR 0S2518 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII i ( \ I��T, GUY POLE LE TRANSFORMER ., • 1 1 %n \ c GurPo� L FINAL SURVEY L` ram '° J DF1214,/ I + .. I I I I I I \\11`\ A \ GUY ANCHOR REV::DATE:=ISSUED FOR: BY:— I \� \ .a LIGHT POLE 1 ] AREquGH1 Q 10-22-19 REVISEDCLIENTLOGO JRS ` \\ e+ $ * LUMINARE - ` ,�\ to \ ® CATV RIBEt Q2 Drr2419 ADDED VISION JRS RISER PID704 - ` I ` �• CLEARANCE AREA ,., • I �G CENTEALa�E \ O FIBER MANHOLE Q 01-31-19 ADDITIONAL TOPO JRS ••.•. RR TRACKS © FIBER INDICATOR POST II CABRWT� I CBUILDING / \ `,\ \\ ® HYDRANT WATER V Qp 01 Ob1$ FINAL SURVEY JRS ALVE 0 WATER METER DRAWN BY:�CHK.: APV.: , ,,0� ICI If E \ O• WATER MANNOLE B JRS MWO .B6 tl Fa1E DEFT CONNECTION \ / \ \ V HoSE 9B rCURRENT ISSUE DATE a III MAP&TAX NO. II \ j DECIDUOUS /1.1 /\ GI IRRIGATION® GAS METER BOX L 1 D-22-19 B 1 S135 CB-00200 I 1 auLp `% \ — GAS VALVE LICENSURE: .r. 8 tB8,5dh S.F. , I Mir*STRUM / • CATCH BASIN $ Q - 4S1t AC. \ rY15°2631• / / • DRAIN BASIN REGESSION R•789.84' • MANHOLE PROFESSIONAL S 81r ' \ L�210.7B' / 0 LAND SURVEYOR 3 ke�i\ •'� SEWER MANHOLE / /O� p N CSUODING� �"' 2�,�t"I' r \ o / ® CLEAN r /"2,/ $ „'E • ROOF VENT OREGON 3 f0 BY STALKS I \� // °: / KEY PPAD 858A5PL8 SLATER 018 DECIDUOUS ci.u.c Wiµ]RAYMOND S. 01. N I•I I e BOLLARD RENEWS:BAI"N20 DFzmD 'Tl" / •� / $ DFISIB a SIGN =JURISDICTIONAL APPROVAL: • D81612 �� , r / /•: / BATLiI'fTE OEM II DF1008 4 ".6,r• J J \/ - � '1 / LINE I TYt LEGEND - ,r1,1,;.t 0 0 CHNN•LINK FENCE • `, :. \ / :: ❑ 0 WOOD FENCE - / / •0 x K BARBTARE FENCE 0 N. DP2018 �� ( K O CHAIN-LINKI BARBWIRE FENCE AL1B12 ' // = F _ � � � H \ / ♦ * WIRE FENCE =DRAWING INFORMATION: %!�� ;VVV\��1�I/f/. , / \/ : b--O-4--o-- CHAIN FENCE DO NOT W a,F DRAWINGS.C0N1RAC7DRMJSRYH?7 �: �� !%/'fl+' Li WARD RAE ALL DIMENSIONS ANDAP/ISE CONSULTANTS OF MN FF(( •' EDGE ASPHALT '�// _ I,I . . r�.�a11� . .., rv, a. m ,n EDRPNR'IINAND iSUPERSEDED BY THE LA1SST VIBBw.I Il111111111IJ IIIIII IIIIIIt Ij IJ IJIlI I ll)IIIIII _ ///�, / / _ ROCKERY *PROPRIETARY SY NATURE.ANY USE CR DBG.OSEE DS25 �' 4 dr, T e III • • - • _� % /f// +I�.\\��`-/ _ / \ - UP UNDERGROUND POVIER LINE OTHER THAN WHICH TLYEPUOHETO CUBtiB 1 —P— OVERHEAD UTILITY lR1EB 4"' 't� i•'' ' _ \— I —r/0 — UNDERGROUND FIBER UNE DRAWING TITLE: .� Y�1t4� c c ° / / \` _ / / / \ tic UNDERGROUND GABLE LR�E �k` ,.. ,., u ,,. � ) —ur UNDERNSIR IND TFLCO LINE TOPOGRAPHIC SURVEY& y e 71 - f 4I IIIIII111111111 I111111 IIIIII III 6 q / ,<,'�Yu i<. " G, pin I I t Y, // - / \ t OVERHEAD TELEPHONE LME EXISTING CONDITIONS MAP ' I' ' • -/ / U0 UNDERGROUND GAS LNIE L_ '• - _ - (FWIm sle• / \ DRAWING NUMBER: — — - A� ltEBAR*CAP —LW— UNDERGROUND WATERLINE „ ,e -`` NBTbt'BTW `\q r•�� •` •" ��"'w,._�_ \ A.WSEH• \ 5D UNDERGROUND STORM LBE ' . + �L ..r IWA1' S ., Rr1017.OP \ 55 UNDERGROUND SEWER LOE I I IIIIIIIIIII Illil r Lr8B.93' C 2 3 CEI JOB NUMBER: 17$5428 THIS IS NOT A SURVEY ADJACENT ZONING PROPOSED NATURAL GAS STUB UP ALL INFORMATION AND TRUE NORTH -- , PROPOSED HEAVY �� USE: PARK / HAVE BEEN OBTAINED FROM EXISTING DUTY BOLLARD(TYP OF 2)/ S. \ / PROPOSED 17x30 BOTTOMLESS ADJACENT ZONING %DRAWINGS AND ARE APPROXIMATE. A-S.2 \ ZONE: MUC / /-FIBER IDENT LT INFRASTRUCTURE _� // WI INCIDENTAL TRAFFIC LID \ USE: COMMUNITY BUSINESS p q R 7 N E R 5 - ,; �, �,�n � e A e �. �, ,T �- \ �' ZONE: R-12(PD) aN P--- PROPOSED UTILITY ' \ r � ' EASEMENT �� SWNORTHDAKOTA STV T v �� v —PLANS PREPARED BY. a � �q vv v- — /_ S 87°51'53"E 357.44' 0- 8' ,r- \ r I9t-- - -�� , / / / I I --- 16928 WOODINVILLEREDMOND RD NE SUITE 210 �-}� OODINVILLE,WA98072 - --' �' � ; i I � I� �`� II` ' ` �1 �; �' :4\:\,'\21,0 v LEGAL DESCRIPTION. X ( I _ _�^- V v PHONE.azinazns Q1 WNWf CORNERSTONE-ENGR COM ! I ,! N'`\s\- 2 I ° -fix---- 1rr \ \\ \ PART OF SECTION 36,TOWNSHIP 1 SOUTH,RANGE 1 WEST OF��I -,/\ .,II I °� ^��L V THE WILLAMETTE MERIDIAN,IN THE CITY OF TIGARD,�,,; -= - I fff\ WASHINGTON COUNTY,OREGON,DESCRIBED AS FOLLOWS: -PROJECT INFO:- 1I i - '� 1 - iITTTIT°( BEGINNING ATAPOINT3694.29FEETWESTOFNORTHEAST PD81 PROPOSED UTILITY `'I i \� \\, CORNER OF THE JOHN L.HICKLIN DONATION LAND CLAIM,SAID I� i 'J jI \ r \ \ \ POINT BEING 50 FEET WESTERLY OF WHEN MEASURED AT RIGHT r__ EASEMENT- r`-- -- �--+J / ' \ 1 r\ ANGLES TO,THE ORIGINALLY LOCATED CENTER LINE OF THE GREENBURG \ - \ \ 3r SOUTHERN PACIFIC COMPANY'S RIGHT OF WAY;THENCE SOUTH Y i/� (E)VISUAL 1 _ 1N /5' CLEARANCE AREA / L /I / I y } 2 11 \ 19°3d 30"EAST PARALLEL MATH THE CENTER LINE OF SAID RIGHT10250 SW NORTH DAKOTA STREET I I . ` I \, \ OF WAY,207.49 FEET TO A POINT 35 FEET WESTERLY OF,WHEN (E)PGE POLE 06908 - pV,i z TIGARp,OR 97223 MEASURED AT RIGHT ANGLES TO,THE LOCATED CENTER LINE OF(-- O ` \ y r THE OREGON ELECTRIC RAILWAYS CONNECTION TO THE_ r WASHINGTON COUNTY II111111111! III I h r I -� - - , r r SOUTHERN PACIFICPROPOSED HEAW 10 - V I � r -ISSUED FOR: DUN BOLLARD(TVP OF 3)A S 2 L • r I COMPANY'S TRACK;THENCE ALONG A LINE PARALLEL WITH AND TlT-I'rF;I `t 1 C r/ I I f PROPOSED PSE 644 _ 1 x2 _-{ \ 35 FEET WESTERLY FROM THE CENTER LINE OF SAIDL CONSTRUCTIONf - �. Ip -2 \ CONNECTION AS FOLLOWS,ALONG CURVE TO THE RIGHT VAULT&TRANSFORMER I Z T ' \ (RADIUS 743.64 FEET)(THE CHORD OF WHICH BEARS SOUTH 3°58' REV::DATE:=ISSUED FOR: BY:- r t314'-6" �I �, F Z \ 30"EAST 227.82 FEET)TO APOINT;THENCE ALONG A CURVE TO Q JURISDICTION-NORTH / - I __- _. _ Tr`,i I G 73 THE RIGHT(RADIUS 1257.57 FEET) 8 10.29-19 ELEVATION/SCREENINGgyp'(THE CHORD OF WHICH BEARS SOUTH 6°02'10"WEST 72.56 FEET) _ 1 Zm TO A POINT;THENCE LEAVING SAID PARALLEL LINE,WEST 430.93 Q 10-22-19 REVISED RFDS BRA �i� _ \''r $1de=n \ FEET TO A POINT IN THE WEST LINE OF THE PARCEL OF LAND Ii _ r CONVEYEDTOTHEBEAVERTONANDWILLSBURGRAILROAD LJS/ I ' f ` �G C� rQ 07-02-19 REVISEDRFDS'91 - -(E)ASPHALT I a COMPANYBYINVESTMENTCO.BYDEEDDATEDSEPTEMBER18,/' DRIVEWAY-I SUBJECT ZONING rr \ 1907 AND RECORDED NOVEMBER 1,1907 IN DEED BOOK 77,PAGE USE: INDUSTRIAL PARK / 11I •, 70 \ 361RECORDOFDEEDSOFSAIDWASHINGTONCOUN7V;THENCE Q 05-29-19 REVISION WS m �_ 1r NORTH ALONG THE WEST LINE OF SAID PARCEL OF LAND,495.0 - ' (^ . - ZONE: I-P I f\1 r\ \ _ \ FEET TO THE NORTHWEST CORNER OF THE SAID PARCEL OF DRAWN BY:CCHK: APV.: ° i (< - - C 4 / ... II V I ) / LAND 353.49 FEET TO THE POINT OF BEGINNING. BRA MWO MWO . ( 3 L TAX#13135 CB-00200 - A r / EXCEPTING THEREFROM THAT PORTION THEREOF DESCRIBED IN CURRENT ISSUE DATE: c _ _ I_ 196,5003 S.F.(4.513 AC.) \: i DEDICATION DEED RECORDED DUNE 30,1982 AS RECORDING NO. ADJACENT ZONING - — _ ( ( h I USE: PARK _- = _ _ ppr\ 8201643L 10-29-19 o n = _ •_ _ I(I\ p / -LICENSURE: ZONE: R-4.5 "' - _ l ;S (PER TICOR TITLE COMPANY TITLE REPORT NO.36261707072, / — _ _ ` \ \ \ r s.F$. / DATED DECEMBER 7,2017 AT 8:00 A.M. p II I - _ -(E) BUILDING- ■ L(E) BUILDING _ r r / \ 4,3 I NFFR% 7 I I [ _ _ I 4=15°24'34" A I ‘r Tas3ePE I - R=783.64' r I v / liv. _ I d II • _ L=210.76' ,JI II1 I r / - / A II _ i4 V I I % A y �11 / / i \ p�W �50210.25-,,n �� , I /\ / 'EXPIRATION aTeluslaDl r! - ' 1 — 1 fI 1 11( .yJ4 /V/ / =JURISDICTIONAL APPROVAL: I I I . e=04°55'41" ( _ R=1027.00' j// �/� / \V -PROPRIETARY INFORMATION: I _ uJ 11111 lullllll 11• L=ea33'� �/� / r i _ _ _ II in i.. IIU / /. , DALL DIMENSIONS AND ADVISE CONSSULTANTS OFOF ion I \ ERRORS ANOOMISSIONS.ALL PREVIOU61&SUES Of 1NL5I _ - '"ems �� /. /� / \ r INFORMATION O ARE SUPERSEDED BY THE LATEST REVISION �'T _ r THE INFORMATION CONTAINED IN THIS SET OF DOCIAFNTS - I-��_ -�- Nam- \ �'7� r'F / l \ r 18 PROPRIETARY BY NATIME.ANY USE OR DISCLOSURE S t�- I _ 7 �� - / �� r OTHER THAN WHICH IS RELATED TO NPAIEDCUBIT IS - / // .\`- - / / r\ t \; STRICTLY PROHIBITED )'1 ! I11 I I ,�, „-gin-nrn,-�, ,,, ,,. n ,,, IJ 1 r DRAWING TITLE /) ,,, ,,, �^ I SITE PLAN ‘,A !I - tT� N87°51'S3"W404.41`�/„ . , \ i� " '"^�- "'� -- -- z ,..�, ,,, ,., ,,, ,,, DRAWING NUMBER ADJACENT ZONING >- ---1--- �-� 17 lull I I TF3' USE: COMMUNITY BUSINESS / U l ,l l l l?X 1 NI PLAN NORTH 1 8 ZONE: R-25(PD) I _ SITE PLAN CEI JOB NUMBER: NSB 1953004 22x34 SCALE:1"=30'-0" 111x17 SCALE:1"=60'-0" — — ______ — — - - _ \ '\ CONSTRUCTION KEYED NOTES \ 1 PROPOSED AT&T 425 SQ.FT.LEASE AREA. v vv � T 6 15INFRASTRUCTURE \ \\ a <,,> PROPOSED VERTIV WIC EQUIPMENT SHELTER. P A RTNERS SW NORTH DAKOTA ST 1\ P• ROPOSED WOOD GATE SCREEN.SEE DETAIL 4!A 3.2 8 • •• •` •' ,,, ,•• ," '• � ,• •., .,�� -, ,,, ,,, ,,, ,,, ,,, ,,, ,,, ,,, , \ � \ � 1 \% PROPOSED UTILITY H-FRAME SEE DETAIL 3/A-3.2. �I .. - =PLANS PREPARED BY: I \ u IT \ u \ LI (C> PROPOSED 100'-0"STEEL MONOPOLE.(DESIGNED BY OTHERS) (E)SIGN (E)GUARD RAIL ` A\ �,� COlyVl1l70NS • ^il, _ �'. 18820 WOOD8JVILLEVILLE, i®II072 LLREZIR� _ _____ �,:- y., O PROPOSED EQUIPMENT SHELTER 10'-0"x10'-0"CONCRETE SLAB. ,6\ woopE-RED,ND RO It —'T ——— �_ 7- ____ —___ S 87'51'53'E 357.44' — \ SEE DETAIL 1/A-3.3. PHONE:azs_mys�ae ��—-��, _ � W'AWCORNERSTONEBNI'3PCmN —. - `` \\ PROPOSED NATURAL GAS GENERATOR.SEE DETAIL 1/A-3.4. � 1 \ /q\ .PROJECT INFO: \ �g PROPOSED CONCRETE FOUNDATION.SEE 4/A3.1.(BY OTHERS) PD81 A % \\ v ' \ \ 10 PROPOSED UNDERGROUND POWER I FIBER/NATURAL GAS ROUTE. GREENBURG 11;\\ PROPOSED POWER/FIBER LOAD CENTER. \ \\ \ 7\, PROPOSED GENERATOR 5'-0"x10'-0"CONCRETE SLAB. /6\ 10250 SW NORTH DAKOTASDQEn \ \ ''1.3� S• EE DETAIL 3/A-3.3. TIGARD,OR 97213 o6/A-3. z _,_ /O� ` .\ \ \ \s, PROPOSED PANEL SEE DETAILS 5/A-3&ANTENNAS(3 PER SECTOR,TOTAL OF 9). WASHINGTON COUNTY \ Q5 • _ *— ISSUED FOR\ : \ L CONSTRUCTION i —SI--- ` \ \ REV:CDATE:CISSUED FOR-.—M9L`— \� A 10-29-19 JURISDICTION-NORTH II" ELEVATION/SCREENING �.(E)TREES , \1 \ PROPOSED SURGE SUPPRESSION DISTRIBUTION UNITS. �\ • /A I 17`(TYP OF 2).SEE DETAIL 9/A3. �7 10-22-19 REVISED REDS Df&11 7 y-0• �\ `o PROPOSED REMOTE RADIO HEADS 4 PER SECTOR,TOTAL OF 12). ' 12;— (E)EQUIPMENT PAD 6 o91 \ 1 SEE DETAILS 1/A3,2/A-3,3/A3&4/A3. 6 07-02-19 REVISEDRFDS11181El .. 17 / (BELOW GRADE t \:11/111111;11111111111111:=C.:41:111r-la IIr^I TO BE REMOVED \ \� g 05-29-19 REVISION LJS (E)TREES(75'-80') // � � 31 'C?��I N / • -1 1 - <', N� 'n' 20i PROPOSED NATURAL GAS METER. —DRAWN BY:�CHK.: ww' � p_ , \ DRA MWO 1 PAND�27T \ • .g� �� T- 1 1 1CURRENT ISSUE DATE�� IS � A� � �� (' - �V6 �� 2. P• ROPOSEDLTEGPS ANTENNA-SEEDETAILI1/A-3. 10-29-19 �26��G6"' t N14,w�� S��. . ✓/ ( _LICENSURE: __:—Fl fr �-- / ��N iII► I g .fq'" . 1� 8> -v .9 ems' BP-G F/O 4�p_ • • a.F • �.'��J'i •) 'u „ C40 \ ✓ 1 1 i 74598PE - P�—PP__.P__- P o " -[ --�-0CASA / -AA\<• I1- -,F---�-, - `ate, `-c2� LI! �.' GA6 '? (E)BUILDING , 28 PROPOSED GENERATOR RECEPTACLE MOUNTED y oREODN " ��• j TO OUTSIDE OF SHELTER. 9i5 a• e � i t ICI 7 1 l l l iI �� 1 • 1 • - / k W. OV 10-29-78 \ "'y� I I I I l i , �'i7TI TiT1 T V Ian- ��\ 27 PROPOSED 12'-0'WIDE ACCESS GATES.SEE DETAIL 7/A-3.2. �aPIPATroNale tm3laal \ I 'V I \ �,\ 1 T7 ,1 1 l I p (E)ECOLOGY 4�Y `� 0� 1 1 r TTTTT7lT CJURISDICTIONAL APPROVAL- ' ' \ e X 28 PROPOSED 6'-0"HIGH CHAIN-LINK FENCE.SEE�DETAIL 7/A-3.2. BLOCKS ` i la,-/ 1 .- Al �; /7A \ 18> ✓ \ �9 PROPOSED LANDSCAPING-SEE SHEET L-1.`7 s.i 13 ,� \'-(E)MONOPOLE FOUNDATION 1 PROPOSED ICE BRIDGE WI(2)FIBER&(4)POWER TRUNK CABLES. y (BELOW GRADE) 30 SEE DETAIL 5/A-3.2. . lT-6" , )CHAIN-LINK 1_'-8-0---�3$ I _ 28'-0" TO BE REMOVED ENCE _ 1 +�--- - _ 40'd" —PROPRIETARY INFORMATION: <33>PROPOSED SIGNAGE.SEE SHEETS A4,A4.1&A4.2. DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ' ALL DIMENSIONS AND ADVISE CRNIATANIS OFARM ERRORS AND OMISSIONS.ALL PREVIOUS ISBIIES OF THIS DRAWING ARE SUPERSEDED BY LATESTREVISIOR " 1 U PROPOSED GRAVEL WITHIN COMPOUND.SEE DETAIL 1/A-3.2. THE INFORMATION CONTAINED IN TINS SET{F DOCUMENITS' ' ^ IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE �> FUTURE ANTENNAS.(1 PER SECTOR,TOTAL OF 3) L I. OTHER THAN WHICH IS RELATED 10 NAMED CLIENT IS PRO ITEO. SITE NOTES DRAWING TITLE: = 1. VERIFY ANTENNA RAD CENTER&AZIMUTHS WITH LOCKDOWN ENLARGED SITE PLAN I SET RF SITE BUILD FORM. 2. SIGNAGE TO BE POSTED AT SITE ACCESS. 3_ ALL VISIBLE ANTENNAS.CABLES AND MOUNTING HARDWARE DRAWING NUMBER: WILL BE PAINTED PER JURISDICTIONAL REQUIREMENTS. PLAN NORTH _ ENLARGED SITE PLAN 2 KEYED NOTES 1 22x34 SCALE:3/16"=1'-0" 111x17 SCALE:3/32"=1'-0" 22x34 SCALE:NTS 111x17 SCALE NTS CEI JOB NUMBER: NSD 19-53004 CONSTRUCTION KEYED NOTES \ 15INFRASTRUCTURE 175 PROPOSED VERTIV WIC EQUIPMENT SHELTER. 6' P A RTNERS \› P• ROPOSED WOOD GATE SCREEN.SEE DETAIL 4/A-3.2 7>- \4> PROPOSED UTILITY H-FRAME.SEE DETAIL 3/A-3.2. g PLANS PREPARED BY: lv, /17 PROPOSED 100'-0"STEEL MONOPOLE.(DESIGNED BY OTHERS) /� \ / `{783>BEHIND TOP PROPOSED MONOPOLE A 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 �' / �,' 100.0'AGL �. PROPOSED EQUIPMENT SHELTER 10'-0"x10'-0"CONCRETE SLAB. WVILE VILLE,-REDMOND WA9 72 �✓ ' TIP HEIGHT OF PROPOSED ANTENNAS \?/ SEE DETAIL 1/A-3.3. PHONE:426 4871732 4 _ `; IT 100.0'AGL W WCORNERSTONE-ENGR.COM j, _ _ _ _ RAD CENTER OF PROPOSED ANTENNAS M!L 1 96.0'AGL ///�� ;; \\ =PROJECT INFO: \�3 < ' PROPOSED CONCRETE FOUNDATION.SEE 4/A-3.1.(BY OTHERS) PD81 (E)TREES(75'-80') GREENBURG ` 10250 SW NORTH DAKOTA STREET TIGARD,OR 97223 •i ' 4� PROPOSED PANEL ANTENNAS(3 PER SECTOR,TOTAL OF 9). /6\ WASHINGTON COUNTY <�' v�N SEE DETAILS 5/A-3&6/A-3. - - LREV::D ISSUED FOR: } 4P• ROPOSED COMMSCOPE MCG2C-12-B3 MOUNT.SEE DETAIL 1/A3.1. CONSTRUCTION P• ROPOSED 60 HEAW DUTY BOLLARD.SEE DETAIL 10/A3.2. ATE:=ISSUED FOR: BY:__i — & ^ JURISDICTION-NORTH * PROPOSED PSE 644 VAULT&TRANSFORMER. g 10.29-19 DRA . ,„'e 19 / ELEVATION/SCREEWNG e= ,'"d ' S 1 PROPOSED SURGE SUPPRESSION DISTRIBUTION UNITS. /6\ a Aa.7�, t c 17 (TYP OF 2).SEE DETAIL 9/A-3. 7Q 10-22-19 REVISED RFDS DRA ( . r 5 SEE DETAILS REMOTE 1/A-3,2/A-S.3/A3&4/A34 PER SECTOR,TOTAL OF 12). Q 07-02-19 REVISED RFDS U A S? 19 P• ROPOSED FIBER&POWER TRUNK ROUTED INSIDE MONOPOLE. Q 05-29-19 REVISION LJS _ c" � r t n .,�`t("b' 40 PROPOSED NATURAL GAS METER. DRAVVN BY:=CHK.: APV: 31C A i [ DRA MWO MWOI 1 PROPOSED FIBER SLACK BOX.SEE DETAIL 10/A-3. : - CURRENT ISSUE DATE: i1:52,,,(1 9'ylt., , v"' 22, PROPOSED LTE GPS ANTENNA.SEE DETAIL 11/A-3. [ 10-29-19 s A //6\\ _LICENSURE: K" 5.; ,*-.. n L� i�$n "1"'�* 23 PROPOSED LIGHTNING ROD,BY MONOPOLE MANUFACTURER. zs ; 22 H �"t i - _ — 21 PROPOSED UNDERGROUND POWER ROUTE. p.�' ew X 711 1 II! d' 74s38PE � I 1 II I ' II II lI �1 li 1 11 .25 PROPOSED 15kW NATURAL GAS GENERATOR.SEE DETAIL I/A-3.4. (/ �jf�, 1 I 11 1111 1. IF 1 1 1 I 1 ; ' 3 0 :' 11 1 1 1I l l 1 11 1 1' l 26). PROPOSED GENERATOR RECEPTACLE MOUNTED OREGON0 2, 4',i4Ps .i,3+ `,,,,i' HI I i i 1 1 11 1 1I 11 I I 1 11 I1 1 1 11 11 TO OUTSIDE OF SHELTER. R s,'4° 0 1 1 1 I i1 kW. OW" 10-29-19 i x w I 1 1 11 1 11 I 1 I id, ' , '1 1' I1 1 1 1 I 1 1 11 '! 11 7 P• ROPOSED 12'-0"WIDE ACCESS GATES.SEE DETAIL 7/A-3.2. EXPIRATION DATE.12nvml I) 11 ,, 11 JURISDICTIONAL APPROVAL: I -- - �8 PROPOSED 6'-0"HIGH CHAIN-LINK FENCE.SEE DETAIL 7/A-3.2. /� V 1 1I1 I� WW II 111 1t 1 I I 1 1 III11 111 11 TYP OF 2 y16}� A 7 J< 2?� j 11 11 1 I i 1 1 �',� (E) PROPERTY LINE-� A11 I I 111 111 !I I I 11 111 11, II 4 PROPOSED LANDSCAPING.SEE SHEET L-1.�'v � ( =28 i3 1 I II I ' 1 III t I I, 1 I, 1 1 1 1 1 1 I I � PROPOSED ICE BRIDGE W/(2)FIBER&(4)POWER TRUNK CABLES. 2I >-.� > �ii +, 1 I H 11 11 1 1 11 1 I II 1 I 30> SEE DETAIL 5/A-3.2. 1�111 1 11 11 i1 11 1 I I iiI II 1 Iji I PROPOSED(4)48V DC POWER TRUNK CABLES. 1 it a I I� Ii 'I I� I� �� 11 i \31 (ROUTED INSIDE OF POLE) I I iII 11 1 111 III 11 1. 11 1 1 111 11 1 1 , PROPOSED(2)FIBER TRUNK CABLES. (E) FENCE BARBED WI ETH '�.- '� `° I=I 'I'I I 1 , ,' 1 I ' 11 ' ,,' GRADE \2 (ROUTED INSIDE OF POLE) [PROPRIETARYINFORMA11ON: 169.3 AMSL(0.0'REF) /� '\ I I A \ !�_, �\ PROPOSED SIGNAGE.SEE SHEETS A4,A-4.1&A-42. Donor SCALE DRAWINGS.CONTRACTOR MUGSY WY /�� 26% ' `-'16 TYP OF3 / ALL DIMENSIONSMIDADVISE CONSULTANTS OF MY 1 I -,.,, \ '�/ ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF 1HIS i. DRAWING ARE SUPERSEDED BY THE LATESP REVISION II _I \_,18 PROPOSED GRAVEL WITHIN COMPOUND.SEE DET 1/A3.2. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS `-"-+` --'''- ‘11: ��9\� `� 1 IS PROPRIETARY BY NATURE.ANY USE OR DIM OaQF ��V /8\ OTHER THAN WHICH IS RELATED TO NAMED CLENT IS �/// 35 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-2 8 WEST ELEVATION 2 KEYED NOTES 22x34 SCALE:1/8"=1'-0" 111x17 SCALE:1/16"=1'0" - 22x34 SCALE:NTS 111x17 SCALE:NTS CEI JOB NUMBER: NSB 19.53001 CONSTRUCTION KEYED NOTES � 5 INFRASTRCETURE `�J PROPOSED VERTIV WIC EQUIPMENT SHELTER. P A R T NU R 5 <3> PROPOSED WOOD GATE SCREEN.SEE DETAIL 4/A-3.2 O PROPOSED UTILITY H-FRAME.SEE DETAIL 3/A-3.2. =PLANS PREPARED BY: <6'; PROPOSED 100'-0"STEEL MONOPOLE.(DESIGNED BY OTHERS) OPROPOSED EQUIPMENT SHELTER 10'-0"x10'-0"CONCRETE SLAB. 1�2e wOOo OODI-REDMO A 98072 RDIII SUITE zso /\ 7 SEE DETAIL 1/A3.3. PHONE 425.4871732 2_, �/ A, 1MNW.CORNERSrONEENGR.C6x4 ✓7-\ \ TOP PROPOSED MONOPOLE =PROJECT INFO 18 BEHIND �j j ,, �� / 100.0'AGL`� Og PROPOSED CONCRETE FOUNDATION.SEE 4/A3.1.(BY OTHERS) PD81 / TIP HEIGHT OF PROPOSED ANTENNAS -�- --__-- 100.0'AGL �14�-- _ _ _ RAD CENTER OF PROPOSED ANTENNAS GREENBURG N. _ 96.0'AGL _ _--- /g\ 10250 SW NORTH DAKOTA STREET r —�1 TIGARD,OR 97223 O PROPOSED PANEL ANTENNAS(3 PER SECTOR,TOTAL OF 9). WASHINGTON COUNTY i(E)UTILITY POLE 19 —(E)TREES(75'.50') 13 SEE DETAILS 5/A-3 8 6/A-3. I1—ISSUED FOR: r/ ' // <� PROPOSED COMMSCOPE MGG2C-12-63 MOUNT.SEE DETAIL 1/A3.1. I CONSTRUCTION , `y 15 PROPOSED 6"0 HEAVY DUTY BOLLARD.SEE DETAIL 10/A3.2. _REV::DATE:CISSUED FOR BY:. JURISDICTION-NORTH r 16 PROPOSED PSE 644 VAULT&TRANSFORMER. Q 10-29-19 DRA ".: s - ELEVATIONISCREENENG A t 3 v- '- y PROPOSED SURGE SUPPRESSION DISTRIBUTION UNITS. , .4 e 01 '' .+ 17 (TYP OF 2).SEE DETAIL 9/A-3. 77 10-22-19 REVISED RFDS BRA 78 PROPOSED REMOTE RADIO HEADS(4 PER SECTOR,TOTAL OF 12). Q L IS! SEE DETAILS 1/A-3,2/A-3,3/A3&4/A3. 6 07-02-19 REVISED RFDS BRA , ",1" C9? Q 05-29-19 REVISION US PROPOSED FIBER&POWER TRUNK ROUTED INSIDE MONOPOLE. Yr }"Ai:,,Li. '#'V,`:e yi 1w} } 5 ,'.: 'i —DRAWN BY:=GHK.: APV.: I : DRA MWO MWO k�4 4 , , CCURRENT ISSUE DATE: ,� a,. "" " [LICENSURE 10-29-19 : 423) PROPOSED LIGHTNING ROD,BY MONOPOLE MANUFACTURER. +1, x�.� Sr $}t a v�yK gQ� ��/f��///J /r],4,591PE 4i 1. f tC. .,V, e "- `, /\ PROPOSED GENERATOR RECEPTACLE MOUNTED 2 EOO"1f}Nye �`/ '9 1 1 1 1 1 1 I r �`1 I I ' I I I (E)BUILDING TO OUTSIDE OF SHELTER. R¢ CO-1 d (•. i 1 11 I I i 1 IN. 10-29-19 I I � I � �� c � c t 1 Il�.' ' 11 I ,I I I I � " IIXRRATION 017E t?Rt� 1 II 111 I I 1 '1 III L. r`� a A '. L _ __ __ L �, , J �1 ' —JURISDICTIONAL APPROVAL: ' - - 1 ;;• 1 i0'` 1 1 I 1 1 i I 1 11 28 PROPOSED 6'-0"HIGH CHAIN-LINK FENCE.SEE DETAIL 7/A-3.2. j I f 1 I III l' I .29 PROPOSED LANDSCAPING.SEE SHEET L-1. 1 I 1 1 I 5 I 1 30 I III " 1- '1 1 1 I 1 i 1 1 I I I 1 1 • PROPOSED ICE BRIDGE W!(2)FIBER&(4)POWER TRUNK CABLES. } [ 1 1 1 1 I �, 1 I 11 I ! 1 • I I ./ SEE DETAIL 5/A32. !1' I I I I. . 1 1 i 2 7 I I 1 1 1 • : I ( I i . I; kl I I I' I p � C I. t I�i I 1 `/ ✓I 11 • I 11 I I 11 I I I 1 1 1 I : I I \5 TYPOF2 i II • i i I ) I l ti ,`�I I I I 1 ' 1 � 1 1 L . I l 1- ; 1 1 _ 1 ,r , Ili ,1 1�-. 3X4 1BEYONDGRADE 1 I I I i I I I , 1 , I 1 1 A Y 1 I 1 1 1 1 E GUARD RAIL 1 r ' _PROPRIETARY INFORMATION: •�) 1 • ;ti T _ ��_�� 1 , 1 16 UALLC IMENSIONSANID AOVI6E CONTRACT TANTB MUST0FVERIEV N+r BEYOND GRADE�28� JI i I I �-� "-I , 1 L ! 1 ': ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OFlilI6 1 � E SUPERSEDED BY THE LATEST REVISION � �� 1` I I 1 ' THE EIINFORMANANG ATION CONTAINED IN THIS SET Of DOCUMENTS � \ J y J y"1" 4 GRADE IS PROPRIETARY BY NATURE ANY USE OR DIBfLObI1RE V�-.1 iX 1 OTHER THAN WHICH I6 RELATED TO NA1� WEN T ENT IS 169.3 AMSL(0.0'REF) * FUTURE ANTENNAS.(1 PER SECTOR,TOTAL OF 3) sTRlonv PRa1mHED. BEYOND GRADE<262-� I 1 v�9�` 15 TYP OF 3 SITE NOTES —DRAWINcnTLE: L_.._J, -� NORTH ELEVATION , , ,92 BEYOND GRADE 1 VERIFY ANTENNA RAD CENTER&AZIMUTHS WITH LOCKDOWN SET RF SITE BUILD FORM. 2. SIGNAGE TO BE POSTED AT SITE ACCESS. L DRAWING NUMBER: 3. ALL VISIBLE ANTENNAS,CABLES AND MOUNTING HARDWARE WILL BE PAINTED PER JURISDICTIONAL REQUIREMENTS. 6A-2. 1 8 NORTH ELEVATION 2 KEYED NOTES CD JOB NUMBER: NSB 19-53004 22x34 SCALE:1/8"=1'-0" 111x17 SCALE:1/16"=1'-0" 22x34 SCALE:NTS 111x17 SCALE:NTS CABLE TO ENTER ANYSURGE SUPPRESSION DISTRIBUTION UNIT . STANDARD MOUNTING KIT OF THE(4)SIDES AND 11 NO. PART NAME QTY RECOMMENDED TORQUE EXIT ANY OF THE(3) ``-,-�� MANUFACTURER RAYCAP 1 FIXED CLAMP 4 REMAINING SIDES--- 1� MODEL DC6-48-60-18-8C-EV 1/..... 11.00" INFRASTRUCTURE 2 HEX.CAP BOLT,M10 4 .. P A RTNERS 17MM SPANNER GPS ANTENNA _ NOTE: 3 PLAIN WASHER,M70 4 TO BE INSTALLED WITHIN 20884.inch ,� SS BANDING 10 11 4 SPRING WASHER,M10 4 240kgf.cm MONOPOLE _ _ 6 FEET OF RADIO UNIT 5 HEX.NUT,M10 8 MOUNTING BRACKET COVER NOT SHOWN iaI PLANS PREPARED BY: FOR CLARITYNOTE: ALL CONNECTION COMPONENTS sil �-RAYCAP"SQUID" CORNINNIOVONIS ARE STAINLESS STEEL 304N misiNim DURGE UTION USSIONsoowvluE-REDMonorsDNASTM A276-304 MATERIAL DISTRIBUTION UNITaesEn NOTES: NOTE: ��= E,SUITE2IR 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY MOUNTING OPTIONSevooDlNvaLE.wnsewe AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25%OF THE PER MANUFACTURER: PHONE:42E.98L1TS2 SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. WALL,H TO 3. "ET0.O. ,rIt PROVIDE MANUFACTURER WWWPROJECT INFO CORNERSTONE81f�2cdA PIPE UP TO 3.5"0.0. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR , SIGNALS FROM A MINIMUM OF FOUR(4)SATELLITES.VERIFY WITH EXCESS FIBER BOX �� F HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. MANUFACTURER RAYCAP �-(2)HEAVY DUTY 1/2"S.S.BANDING PD81 I MODEL FB-15-ABOX CEO 10505 W/POSITIVE LOCK BUCKLE t'v ANTENNAS.3. GPS MOUNTED A MINIMUM OF 10'FROM ANY TRANSMITTING DIMENSIONS 18"x18"x4" ,__ SYSTEM OR APPROVED EQUAL GREENBURG �,,� CAPACITY 30m(tN5')OF 10mm �-(E)POLE 10250 SW NORTH DAKOTA STREET ..e GPS ANTENNA FIBER SLACK BOX 10 SURGE SUPPRESSOR n TIGARD,OR 97223 ® 9 WASHINGTON COUNTY ,�� 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS j11x17 SCALE:NTS 22x34 SCALE:1 1/2"=1'-0" I11x17 SCALE:3/4"=1'-0" ISSUED FOR: DUAL RRH MOUNT 11,9" 7.1" LRE::DA MANUFACTURER COMMSCOPE ANTENNA DATA 20.0" ANTENNA DATA r" CONSTRUCTION MODEL RR-FA2 MANUFACTURER KATHEREIN MANUFACTURER COMMSCOPE / VTE:—ISSUED FOR:—BY:— WEIGHT 35.88 lbs MODEL 80010966 MODEL SMITH-1D65C 2"-3"O.D. JURISDICTION-NORTH PIPE MAST WEIGHT 114.61bs WEIGHT -49.61bs 8 - ' ELEVATION/SCREENING DRA ANTENNA ANTENNA Q 102919 LEFT RRH / PIPE MAST HANGER(TYP) • Q 10-22-19 REVISED REDS DRA FRONT&REAR 6Q 07-02-19 REVISED RFOS LJ.C/ DRA r2 BRACKET(TYP) - q �� S w El m. Q 05-29-19 REVISION L.6 \ SIDE o.4a"e(nP) % � ,. �� -1l2"fd GALV -"DRAWN BY: APV- • ,�/' .� THREADED ROD L I - W/LOCK WASHER DRA MWO MWO �4 A�lli �` &HEX NUT(TYP) [CURRENT ISSUE DATE: �� co co r; 10-29-19 \` / BOLTg KIT W/FLAT ` - TOP RIGHT RRH i ISO WASHER(TYP) Q.�.e 1 ,� [LIGENSURE: �� i HANGER(TYP)- - - TOP FRONT SIDE 1 TOP FRONT SIDE INEF ANTENNA: COMMSCOPE ANTENNA: /T45'38PE �,KAIHREIN BOO 10966 SBNHH-1D65C-SR 1 i//.-, - DRECDN ANTENNA BRACKET 8 RRH BRACKET i6\ 7 LTE PANEL ANTENNA /6\ 6 LTE PANEL ANTENNA 5 R a O�210-2919 22x34 SCALE:1"=1'-0" I11x17 SCALE:1/2"=1'-0" 22x34 SCALE:NTS 111x17 SCALE:NTS - 22x34 SCALE:1/2"=1'-0" L 1x17 SCALE:1/4"=1'-0" 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:1/4"=1'-0" 9XPRATON DATE RAIl411 FLEXI AHFIB 1900MHz&AWS RRH FLEXI AHCA 850MHz RRH FLEXI AHNA WCS RRH FLEXI AHLBA 700/700MHz RRH =JURISDICTIONAL 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(WI ENCLOSURE&BRACKET) WEIGHT 36.8 lbs WEIGHT 39.0 lbs WEIGHT <46 lbs(WIENCLOSURE&BRACKET) 15.35" 11.6" 11.6" 6.5" 12.5" 12.5"y 6.3" 15.35" 4 -PROPRIETARY INFORMATION: III. "1 DO NOT SCALE ORAWP10.4,CONTRACTOR MUl1TVERFY I�, o ALL DIMENSIONS ANO ADVISE CONSULTANT:OFNIY ill ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF INN R . HA ( DRAWING ARE SUPERSEDED OV THE LATEST REVISION. • . - Il •& 'l . ' 1 `�O',. THS PROS INFORMATION EP NATURE NTAINED I THIS SET OF occtiniurrs PW USE OR p6CEOSlRE F I` inn in W - OTHER THAN WHICH IS RELATED TO NAMEDNIISm, N - co _1 m ��.,_ El J STRICTLY PROHIBITED. I 1 �'�.. 1 DRAWING TITLE: • _._.— � EQUIPMENT DETAILS - TOP FRONT SIDE TOP FRONT SIDE -- - DRAWING NUMBER: TOP FRONT SIDE TOP FRONT SIDE A-3 8 FLEXI DUAL B25/66 RRH 6 4 B5 RRH 6 3 B30 RRH /6\ 2 FLEXI B12/14 700MHz RRH CEI JOB NUMBER: NSB 1953004 22x34 SCALE 1"=1'-0" 111x17 SCALE:1!2"=1'-0" 22x34 SCALE:1"=1'-0" 111x17 SCALE:1l2"=i'0" 22x34 SCALE:1"=1'0" 111x17 SCALE:1/2"=1'-0" 22x34 SCALE:1"=1'-0" 111x17 SCALE:1/2".1'-0" CONCRETE NOTES: I. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,500 psi,IN ACCORDANCE WITH ACI 318-11. INFRASTRUCTURE P A RTNERS 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 ate REPORT BY ADAPT ENGINEERING PROJECT No.WA1B-21208-GEO, �• N - - DATED 3/27/18. 1692E WOODINVILLE-REDMOND RD NE,SUITE 210 6. SEE GEOTECHNICAL REPORT FOR DRILLED PIER INSTALLATION WOODINVILLE,WA 98072 REQUIREMENTS,IF SPECIFIED. PHONE:925.47.1)32 WWW.CORNERSTONE-ENGR COM 7. THE FOUNDATION IS BASED ON THE FOLLOWING FACTORED LOADS: MOMENT=2,490.56 k-ft =PROJECT INFO: AXIAL=49.84 k PD81 SHEAR=31.43 k GREENBURG 10250 SW NORTH DAKOTA STREET NOT USED 11 NOT USED 10 NOT USED 9 TIGARD,OR97223 WASHINGTON COUNTY 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS 6-0" _ IL r-ISSUED FOR: J GRADE L CONSTRUCTION4 1 1 ' - -REV:_DATE:=ISSUED FOR: BY:_III'. I I - (2)#5 TIES WITHIN Q10-2819JURISDICTION-NORTHI I TOP 5"OF CONCRETE ELEVATION/SCREENING • • •H � I _ i ,I - .♦ 7A 10-22-19 REVISED REDS DRA LJS/ / • .��II r - Q 07-02-19 REVISED REDS 1I , ' .: DRA • --PROPOSED 2 _ `j»ey� l �� -744 7II 5 05-29-19 REVISION LIS _ - ANCHOR BOLTS 1.•-� I '-�•�i' '' • (TYP OF 10) i �ar- I -DRAWN BY:=CHK.: -+ ` = -� .. �NYL� �' :II. C DRA MWO MW(7 • :� li v.. / I•. =�-✓�r r-1i lrJ, /T r CURRENT ISSUE DATE: �N-L rill i4 I- , 1 4I_ `� �a� -r.-a '-I' �-• s\ is LLICENSURE. ,1o2919 N tA? ql �r�. 7,-b... J 7G 4.� ,/ _.. I ` +• •.. • / amine • "No 1` I` \ T- \ \ ' ET4538PE4 • • � � FNv 4 I� �_.._. � y a�_OREGON� ki '�A'f `9ik. '�CyD 10-29-1, L EMEE 1 41 I - =JURISDICTIONAL APPROVAL: i PART• • • DESCRIPTION O . WEIGHT NOTE NO. I 7 ITEM NO. I 1 RM1550301 15"-50'3 SECTOR RM WLOMNT 66.20 LBS 2 MT38440 3/4"X 40"GALV THREADED ROD GRADE B7 I 4.98 LBS ELEVATION VIEW 3 GWL-06 3/4"GALV LOCK WASHER 2 0.04 LBS -- (28.8 CU.YARDS) 4 GN-06 3/4"GALV HEX NUT 2 0.15 LBS 5 GUB-4240 I/2"X2-1/2"X 4"GALV U-BOLT I 0.56 LBS =PROPRIETARY INFORMATION: 6 XA2020.01 CROSS OVER ANGLE 2.65 LBS REBAR SCHEDULE FOR PIER 7 OS15034 3/4"X I-I/2"OFFSET COLLAR 0.14LBS DO NOT SCALE DRAWINGS CONTRACTOR MUSTVERYY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY 8 SA801 FORMED CLAMP 1.35 LBS ERRORS AND OMISSIONS,ALL PREVIOUS c„ES OF THIS (18)#10 VERTICAL REBAR W/#5 TIES,(2) 9 MT-379-8 1/7'X 8"GALV THREADED ROD 0.44 LBS DRAWING ARE SUPERSEDED BY THE LA1ESr REVISION. PIER WITHIN TOP 5"OF PIER.THEN 10"O.C. 10 GB-04125 la X 1-1/4"GALV BOLT KIT 0.12 LBS THE INFORMATION CONTAINED IN THIS SET OF CC4* APS IS PROPRHTARY BY NATURE.ANY USE OR DISCLOSURE 11 GB-04265 1/2"X 2-3/4"GALV BOLT KIT0.20 LBS OTHER THAN WHICH IS RELATED TO FLAYED CLIENT IS _ 12 GWL-04 1/7'GALV LOCK WASHER 0.01 LBS STRICTLY PROHIBITED, ANCHOR BOLT DIMENSIONS 13 GN-04 1/2'GALV HEX NUT 0.04 LBS 'DRAWING TITLE: 14 GWF-04 1/2"GALV FLAT WASHER 0A3 LBS HOLE 15 GUB-5456 5/8'X4-5/8'X6h'OALVU-BOLT 1.42 LBS LENGTH DIAMETER WEIGHT TYPE WEIGHT - 16--'-SAU01 DIAMETER Angle BRK 1 3.59 LBS CONSTRUCTION DETAILS 17 SUB-4352 Ur X 3"X5.1/4"GALV U-BOLT 1 0.71 LBS 84" 2.25" 2 625" 1211 A615-75 GALV 18 GB-05225 5/8'X 2-1/4"GALV BOLT KIT 0.28 LBS [DRAWING NUMBER: PIER DESIGN BY SABRE INDUSTRIES#18-7030 A-3. 1 8 CONCRETE PIER (BY OTHERS) 6 • 4 COMMSCOPE MCG2C-12-B3 MOUNT1 CEI JOB NUMBER: NSB 1953004 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:1/4"=1'-0" 0 ' 10'-0" 12'-0" 10'-0" 6"0 SCH 40,C/S PIPE. MAX MAX(SEE PLAN) MAX FILL W/CONCRETE AND POST ,-BARB SUPPORT PAINT CAUTION YELLOW-..� 11 INFRASTRUCTURE H" P A RTN E R S / r CORNER POST GATE POST -\ DROP ROD ,-BARB WIRE 1MRE FASTENERS, m / T (3)STRANDS j HORIZONTAL TOP RAIL GATE FRAME / LINE POST-� 1\\ II N'^ GRADE BRACE RAIL / I: - - 1 1 c. 1 —1 I - -PLANS PREPARED BY: } _I l I �■ cowrraa vn� ti r m �„�> �.,,: r j -I _ IIil , I1 II III- ‘-,5,: �."o�": . }'��•r.. n -� �.. ,^.. - 1 a'. —I -- i I— io 18928 WOO DINVILLE-REDMOND RD NE.SUITE 210 'A NIIr COin a •'' ,�- n 36"DEEP CONCRETE BASE , "a I- PHONE a¢s.4ealAse am. k WNW..CORNERSTONE-ENGF.COM v - _ 18"0 x 36"DEEP CONCRETE (2400 PSI-5 1/2 SACK MIX) "� 2 Via` O '�' \ � L _PROJECT INFO * ,,f �. j /f,.v, = BASE(2400 PSIS 1/2 SACK MIX) 4� I PD81 r �- III II,-... II;n2I ` I II� 111 I�' L. 1_6" 6" 11 TRUSS ROD-, 1' �� Hoc RINGS 9" 9" GREENBURG .�` a• \ .0 TENSION BAR -', `D \ \� \ �-� 10250 SW NORTH DAKOTA STREET 7- \ -UNDISTURBED EARTH OR CRUSHED ROCK BASE TENSION WIRE- / \ COMPACTED BACKFILL 6°0 STEEL BOLLARD 10 CONCRETE PIER ^ TIGARD,OR97223 //r-\ / \'-CHAIN-LINK FABRIC EXTENDED "-12"DEEP x 12"0 CONCRETE W/ y WASHINGTON COUNTY CONCRETE PIER Y_9 4- 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 A N2 SOLID TINNED GROUND WIRE TO ASSEMBLY PARTS SIZES NOTES: $ '� CHANNEL MOUNTING BRACKET '� �•i� BE CAD WELDED FROM EACH REV::DATE:.ISSUED FOR: BY: CORNER POSTS: 2.875"O.D. 1. ALL ITEMS TO CONFORM TO ASTM F1083 FOR HOT DIPPED GALV. SUPPORT COLUMNS TO GROUND RING GATE POSTS: 2.875"O.D. FENCING,ASTM F900 FOR GATES,ASTM A392-89 FOR FENCE FABRIC ASSEMBLY(HORSEHEAD) i.-' JURISDICTION-NORTH CLASS 2 GALV.AND ASTM A121-86 CLASS 3 FOR BARB WIRE. Q 10-29-19 ELEVATION/SCREENING D� LINE POSTS: 1.9"O.D.(2.875"O.D.IF USING SLATS) %\ 4 2. ALL PIPE TO BE SCHEDULE 40 UNLESS NOTED OTHERWISE . HOT DIPPED GALVANIZED GRIP STRUT STEEL Q7 10-22-19 REVISED RFDS DRA '" GRATING FROM TOWER TO EQUIPMENT GATE FRAME: 1.66"O.D. 3. ALL ITEMS TO BE GALVANIZED PER ASTM F1083 1 / \-TRAPEZE COAX CABLE 6Q 07-02-19 REVISED RFDS DRA DROP ROD: 1.375"O.D. SUPPORTS(@ 3'-0"O.C. BRACE RAIL: 1.66"O.D. 4. HOG RINGS AND WIRE FASTENERS TO BE SPACED NO MORE THAN \'--3"0 HOT DIPPED GALV PIPE FOR ICE Q5 05-29-19 REVISION US TOP RAIL: 1.86"O.D. 20'OC HORIZONTALLY AT 12"O.C.VERTICALLY TRUSS ROD: 3/8"0 BRIDGE SUPPORT W/END CAP . TENSION WIRE: 7 GAUGE 5. BOTTOM TENSION HARE TO BE NO MORE THAN 4"ABOVE GRADE. DRAWN BY:—CHK.: Al"!.: 1 • WIRE FASTENERS: 11 GAUGE b z 1-1j: DRA MWO MWO HOG RINGS: 9 GAUGE 6. PROVIDE 1.75"INSIDE DIAMETER,17 GAGE GALVANIZED TUBE FOR b g CHAIN-LINK FABRIC: 9 GAUGE.2"MESH I I CURRENT ISSUE DATE: TOP RAIL SPLICE WHERE REQUIRED. \ I I /)"‘%:-\% l J 10-29-19 BARB SUPPORT: 1/4"BAR OR 7. PROVIDE TURNBUCKLE OR TIGHTENER AT ALL TRUSS RODS AND �`� \�!�i ICE BRIDGE 12 GAUGE FOLD �- )- TENSION WIRES. ?% IL, .,,,.! ;.. ." MANUFACTURER SITE PROW _LICENSURE: BARB WIRE: 12 1/2"GAUGE WITH 4 POINT,14 ;k I 1 - MODEL IB24D-216Z2 8. A FROST FREE GATE LATCH WITH CHAIN AND PADLOCK MAY BE USED / 1 I. POLE HEIGHT 18'-0" GAUGE BARBS AT 5"O.C. INSTEAD OF A DROP ROD UPON APPROVAL FROM THE C.M. ejOl"EFa l J CONCRETE PIER 4/9 #OF RUNS WIDTH 28" N 74636PE FENCE & GATE DETAIL 7 ICE BRIDGE 5 *„,,,t '.O 50 vv. to-29-19 22x34 SCALE:3/8"=1'-0" 111x17 SCALE:3/16"=1'-0" 22x34 SCALE:NTS 111x17 SCALE:NTS IEXFIRAnoN DATE. 1/J1I2Cl _ 6'-0" ,- 4x4 TREATED WOOD 6'-0" =JURISDICTIONAL APPROVAL: - I .,/ POST WITH CHAMFERED - -"- --- TOP(TYP) 5" _ 4"OF 1 1/4"MINUS CRUSHED SNAP ON • 6"GALVANIZED .= _ PIPE CAP ROCK TOP LAYER COMPACTED \ Ill HINGES(TYP) ■ - - 95%OVER WEED BARRIER \ \ II1 0 200AMP 2"OF 1 1/4"MINUS CRUSHED I - SERVICE ROCK UNDER LAYER -- --2x4 TREATED WOOD METER W/ — \ COMPRESSION _- �� DISCONNECT 6 MIL WEED BARRIER--.\CROSSBRACE UNISTRUT (TYP OF 4) ) A (SPACE AS , 'z 111 2 12"0 STD MIS [PROPRIETARY INFORMATION: , . �'1 REQUIRES) WT POST 11 \ DO NOT SCALE DRARENG6-CONTRACTOR MUST VERIFY '-2x4 WOOD RAIL ANDI ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY VERTICAL STYLE(TYP) -- GRADE / '1 vy ,,}�-+(�r'•.�)-•f' ERRORS AND OMISSIONS.ALL PREVIOUS IS6LE6OFT D \ I i CONCRETE 1 p DRAVANG ARE SUPERSEDED RY THE UTESi REVISION \ �'` 1111 (`--9-') /! • � I THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS PIER % I6 PROPRIETARY BY NATURE.ANY USE OR OISQOSURE GRADE ._�' ". OTHER THAN WHSICH ISSLY PROHIBITED TOENAMEO CLENT IS FINISH GRADE - - •.,. , i<,;r; ,:4s - ■ ■ -� � EDGE OF CRUSHED -:''tEi-,, ASk z"kL- u a"4 I I sa v i,. ROCK SURFACE " / y' ��,_ DRAWING TITLE: n I I.1 - o i � , 1 ��'� 7 // CONSTRUCTION DETAILS UNDISTURBED 1 I \ -GALVANIZED 6"ENGINEERED FILL SOIL DRAWING NUMBER: LOCKABLE LATCH CONCRETE PIER("9- COMPACTED 95% A A . A-3.2 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" 111x17 SCALE:1/4"=1'4Y 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:1/4"=1.-0" 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE 1"=1'-0" 111x17 SCALE:1/2"=1'-0" 10"4 INFRASTRUCTURE P A R T N E R S NATURAL GAS GENERATOR DIESEL GENERATOR / CONCRETE SLAB ON GRADE -,� 7-(4)518"6 SIMPSON STRONG-TIE S.S. STRONG-BOLT 2 EXPANSION =PLANS PREPARED BY: / - -- / ANCHORS W151/8"MIN EMBED l _ ` GOlUtla7.10f.N -SURFACE SHALL RECEIVE 11 /// I 18B2B WOODINVILLE-REDMOND RD NE,SUITE 25O A SMOOTH TROWEL FINISH O P,PHONE ILLS,WA MICIT2 871732 v / / F- I PHONE:d28 de]tT]2 / 3/4"CHAMFER a1 - WNW.CORNERSTONE-6N[R C011 0 -I 0_ (TYP ALL SIDES) 5 LT, I tu "' =PROJECT INFO- ,'" ;� 4''" - - -- - PD81 r PONEMPO - i��i FINISHED GRADE =v 1 a 'i < L J E. GREENBURG 10250 SW NORTH DAKOTA STREET �� -TOP OF FINISHED GRADE SLOPE TIGARD,OR 97223 > r ; AWAY FROM CONCRETE \� HIT �A WASHINGTON COUNTY '- I I-g ::. - / 4 ISSUED FOR- II 6"O.C.TOP&BOT #510 10"O.C. u a -=1�1 � I I I - 15kW GENERATOR z -� T- / TOP&BOT,EA WAY in� `� BASE OUTLINE CONSTRUCTION , #5 it 10"O.C.TOP&BOT REV::DATE:=ISSUED FOR BY:- 6"COMPACTED / 'I 3"CLR NORTHJURISDICTION- CLEAN STONE BASE-' rL Q8 10-29-19 ELEVATION/SCREENING DMA TYP SLAB&GENERATOR SEE PLAN UNDISTURBED Q 10-22-19 REVISED RFDS ORA NATURAL SUBGRADE-/ Qg 07-02-19 REVISED RFDS LJS/ DRA GENERATOR CONCRETE SLAB SECTION 4 GENERATOR CONCRETE SLAB 3 Q5 05-29-19 REVISION L.S 22x34 SCALE:3/4"=1'-0" 111x17 SCALE:3/8"=1'-0" 22x34 SCALE:3/4'=1'-0' 111x17 SCALE:3/8"=1'-0" ''"DRAWN BY:—CHK.: APV-: LDRA MWO MWO 10'-0" CURRENT ISSUE DATE: CONCRETE SLAB 1 0_29_1 9 2'-97/8" - 5'-71/8" I'-7" �I _LICENSURE: ,-WIC EQUIPMENT SHELTER 3"CLR •-_ 1 I TYP NC I NEER a ____ /-WIC EQUIPMENT SHELTER 1 Td599PE �/ ACCESS STAIR ASSEMBLY 1, �/ //!�- - 1MC EQUIPMENT SHELTER q, oREcoN j' MOUNT ASSEMBLY a 2 `9R e.' 04 9 /WIC EQUIPMENT SHELTER 4'W. 0\- 10-29-19 / /-(4)518"0 SIMPSON i� / CONCRETE SLAB ON GRADE IExPIPATION DATE-.l2I trml STRONG-TIE S.S. 1 / __ - _JURISDICTIONAL APPROVAL' STRONG-BOLT 2 I EXPANSION ANCHORS 6 EMIII.1.1 j EA MOUNT ASSEMBLY w .C� WIC EQUIPMENT / W/51/B"MIN EMBED // SURFACE SHALL RECEIVE EN - - �' SHELTER MOUNT / �� ASSEMBLY --I �� / A SMOOTH TROWEL FINISH / 3/4"CHAMFER 1 IIIIIN IItIIH6� v a A '161111 NMI ( -WIC EQUIPMENT I I / (TYP ALL SIDES) m¢ IHIIII IIIIIH SHELTER OUTLINE rn 'IHIIII IHIII - _-- 1811111 ° `a- _ _ .s-- a r. '- --FINISHED GRADE =v b 1H111 IHIIII -PROPRIETARY NOT SCALECONTRACTOR MIST VERIFY +�- ,'�•� b-_I za}�'., V HHIH IIlIIII , ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY - < , I ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS "' a " a K ~S.1 :� Z ORAWINO ARE SUPERSEDED BY THE IATEST REVISION . -'I I -YY { LL ° . " U THE INFORMATION CONTAINED IN THIS SET OF DOtIl1FNF8 ' 1_ �n < ° � �51 ` 1 WIC EQUIPMENT �� f PPt'1' I _� IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE :.I f ! < ' °,, , a G'° t, F'�TOP OF FINISHED SHELTER ACCESS ■��, ��-�-#5 10'O.C. o-nER THAN WHICH I5 RELATED TO NAMED CLIENT is ! "^ . '� STAIR ASSEMBLY- ---4- STRICTLY PROHIBRED. „ 1 GRADE SLOPE AWAYWw .�� TOP&SOT,EA WAY !i =_<-r' _ ! = FROM CONCRETE -- - - 5 ■■. I, 1 o �. ate _I _ ' \� �. [ORAW::RUCTION TO &SOTEAWAY av DETAILS 0>- - I-111 1 1 I1 I- I 1 11 - I ! iN MM--�. U - II --'' „'iI III � III 11 -- _ 11- 11 I„ �� JI � — — - -��I 1 I' -! 1 ;1 1 - UNDISTURBEDDRAWING NUMBER: tl1 3"CLR NATURAL SUBGRADE 6"COMPACTED TYP J SEE PLAN CLEAN STONE BASE -- ----- A 'S.J EQUIPMENT SHELTER CONCRETE SLAB SECTION 2 EQUIPMENT SHELTER CONCRETE SLAB & MOUNT ASSEMBLY 1 V CEI JOB NUMBER. NSB 19-53004 22x34 SCALE:3/4"=1'-0" I11x17 SCALE:3/8"=1'-0" 22x34 SCALE:1/2"=1'-0" I11x17 SCALE:1/4"=1'-0" 115 INFRASTRUCTURE P A RTNERS =PLANS PREPARED BY: ow-. C'OMI�TOPN 1682E WOODINVILLE-REDMOND RD NE,ROHE 210 WOODINVILLE,WA 900T2 PHONE:425.487.1192 WWW CORNERSTONE-ENGR.CON =PROJECT INFO: PD81 GREENBURG 10250 SW NORTH DAKOTA STREET NOT USED �I �_ 2 _ 3 2" _ TIGARD,OR 97223 I .. . 22x34 SCALE:NTS I11x17 SCALE:NTS 2-10" I' WASHINGTON COUNTY IL E- —ISSUED FOR: CONSTRUCTION 1 VI zw _REV:DATE:=ISSUED FOR: BY:_ a F 0 JURISDICTION-NORTH • cal 8 Q 10-29-19 DRA ELEVATION/SCREENING w • o o IS,. Q Q 10-22-19 REVISED REDS DRA io W O N Q 07-02-19 REVISED REDS DL A U Q05-29-19 REVISION US a, `_ 1 DRAWN BY-=CHK.'. APV.: DRA MWO I MWO 3'-11/2" CURRENT ISSUE DATE: END VIEW a'a 1/4 10-29-19 _LICENSURE: • SIDE VIEW PRE�`q,� 2 „c•U'' 0,W NfE4,v"1• ER SERVIMCE m T". a ' SERVICE AREA W /-�/- 1/2"0 HOLES FOR MOUNTING oREGo1� 2 NOT USED 8 TO SURFACE(TYP OF 4) R s V0 i k I,y O 1 o-z 22x34 SCALE:NTS 111x17 SCALE.NTS • ' -- n i Elm - " =JURISDICTIONAL APPROVAL: 24"MINIMUM 18"MINIMUM 'Q SERVICE AREA SERVICE AREA e =PROPRIETARY INFORMATION: DC NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY i ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS I 1-10. DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS24"MINIMUM I IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE $ERVIDE AREA OTHER THAN WHICH I6 RELATED TO NAMED CLIENTIS STRICTLY PROHIBITED. • DRAWING TITLE: CONSTRUCTION DETAILS PLAN VIEW MOUNTING PLINTH DRAWING NUMBER: A..3.4 8 NOT USED 4 15kW POLAR POWER NATURAL GAS GENERATOR CEI JOB NUMBER: WEB 19-53004 22x34 SCALE,NTS II1x17 SCALE:NTS 22x34 SCALE:NTS I11x17 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. 5 INFRASTRUCETURE P A R T N R S AT&T SIGNAGE LOCATIONS ALL SIDES OF EQUIPMENT OM ROOFTOP ANTENNA INDOOR OR OUTDOOR ROOM - - SITE TYPE EACH GATE COMPOUND DOOR',PAD SECTOR* GENERATORS PROPANE TANKS TOWER m2.•••• ) PLANS PREPARED BY: ATILT OWNED SITES DOOR SIGN-AT&T DOOR SIGN-AT&T FCC TOWER Cw SITE SIGN NO TRESPASSING SIGN AUTHORIZED FUEL STORAGE SIGN MOBILITY PLACARD TOWER SITES REGISTRATION(ASRN) SEE DETAIL 2/A4 4 SEE DETAIL 3/A PERSONNEL SEE DETAIL 2VA4.2 MOUNTED ON TANK SEE DETAIL 2A4.1 SEE DETAIL 41A4 4 .1 SEE DETAIL 4/A .1 16928 WOODINV ILLE-REDMOND RO NE,SUITE 211 GATE SIGN-AT&T RF CAUTION SIGN- WOODINVILLE,MIA WW2 I T PERSONINELL TOWER(YELLOW) PHONE:425.48/.1i32 ZED SEE DETAIL 1/A42 WVWV.CORNERSTONE-HIGR.COM _ SEE DETAIL 3/A4.1 olo�o 0 0 0 NO TRESPASSING 3/A-4 SIGN RFEXEDETAESIGNAGE PROJECT INFO: SEE DETAIL 3/A-I INFO SI(GREEN) SEE DETAIL 11A41 PD81 RF EXIRSURE SIGNAGE ------ - _-- _-- IN NI(GREEN) SEETAIL I/A4.1 _ GREENBURG RF EXSURE SIGNAGE (BLUE) SEETAIL 1/A4.P 10250 SW NORTH DAKOTA S tHUrI NoCTOWERTIGARD,OR 97?23REGIATION(ASRrv1 WASHINGTON COUNTY SEE DETAIL 21A4.1 ISSUED FOR: ROOFTOPS` DOOR SIGN-AT&TLAR RF EXPOSURE SIGNAGE (SOME ROOFTOP SITES SITE SIGN SITE SIGN INFO#2(GREEN) FUEL STORAGE SIGN MOBILITY PLACARD M CONSTRUCTION 2JA4 MAY HAVE A FENCE SEE DETAIL SEE DETAIL 2/A4 SEE DETAIL 2/A4.2 MOUNTED ON TANK SEE DETAIL 1/A41 AND/OR GATE) SEE DETAIL 4/0.4.1 TRESPASSING GATEDETAIL3/ DOOR SIGN-AT&T RF CAUTION SIGN- _REV:DATE=ISSUED FOR BY:. AXE SIGN-AT&T AUTHORIZED AREA(YELLOW)IN PERSONNEL PERSONNEL VICINITY OF ANTENNA JURI$DIC'DON-NORTH SEE VA-I I SEE DETAIL 4(641 SEE DETAIL vA4.2 8 10-29-19 ELEVATIOWSCREEPANG BRA i NO TRESPASSING SIGN SEE DETAIL 3/A-4 NOS DETAIL TRESPASSING S4 QGN 10-22-19 REVISED REDS ORA RF EXPOSURE SIGNAGE RF EXPOSURE SIGNAGE Q6 07-02-19 REVISED REDS US/ DRA IEEOEI(GREEN) (BLUE) NO TRESPASSING SIGN SEE DETAL)JIGW SEE DETAIL,/A4.2 3 5 05-29-19 REVISION us RF EXPOSURE SIGNAGE 22x34 SCALE:NTS 111x17 SCALE:NTS (BLUE) CDRAWN BY:-CHK.: SEE DETAIL 1/A4 2 NOTES: 1'-a" DRA MWO 61WO 1 _____. _-_----. _._-_ AT&T COLLOCATION SITES CURRENT ISSUE DATE: 1. FOR AT&T LOGO SEE AT&T LOGO DOOR SIGNAT&T p DESIGN SPECIFICATIONS(PROVIDED 1" 1'-2" 1" SITE SIGN FUEL STORAGE SIGN MOBILITY PLACARD 10-29-19 IF 8Y AT&T). - - -_-. - - __-_- TOWER SITES SEE DETAIL 2/A4 SEE DETAIL 2/A4.2 MOUNTED ON TANK 2. ALL TEXT FONT IS ARIAL U.N.O. 3 15/tfi" 6 3118" 3 15/16" SEE DETAIL4/A4.1 _LICENSURE: I 3. CONTRACTOR TO PROCURE FCC NO. '� -- - - ---- - DOOR SIGN-AT&T AUTHORIZED P�e�_ FROM COMPLIANCE COORDINATOR, PERSONNEL 1GINr '� PH:(425)895-7000. _ - , 1/2" 3 1/16" 3 1/16" 1/8"WIDE m SEE DETAIL4W4.1 SIG sp 4. TEXT FOR SIGNAGE SHALL INDICATE STRIPE T4&33PE CORRECT SITE NAME AND NUMBER AS ! / - NO TRESPASSING SIGN /J /.� /`/• J PER AT&T CONSTRUCTION MANAGER SEE DETAIL VA4 (A' - RECOMMENDATIONS. ( \ / \\ RF EXPOSURE SIGNAGE . 5. CABINET/SHELTER MOUNTING = \ OREGOR o. APPLICATION REQUIRES ANOTHER \ j ( I SEE DETAIL I/a42 Rk W. O\• 10 2< PLATE APPLIED TO THE FACE OF THE (] 1 ,J EXPIRATION DATE 13/J3I , CABINET/SHELTER WITH WATERPROOF l ) RF EXPOSURE SIGNAGE POLYURETHANE ADHESIVE. C \ °' (N/POE(GREEN) =JURISDICTIONAL APPROVAL: / N. N SEE DETAIL 1/A4.1 iata8 1 ROOFTOPS" DOOR SIGN-AT&T _ _ _ _ _-- _ - / RF EXPOSURE SIGNAGE (SOME ROOFTOP SITES SITE SIGN INFO*2(GREEN) FUEL STORAGE SIGN MOBILITY PLACARD MAY HAVE AFENCE SEE DETAIL 2IA-0 SEE DETAIL)/A4.1 SEE DETAIL 2JA4.2 MOUNTED ON TANK i- C AND/OR GATE) SEE DETAIL 4/AA.1 i"X DOOR SIGN-AT&T RF CAUTION SIGN- • -1/4" 0.1 AUTHORIZED AREA(YELLOW)IN PERSONNEL VICINITY OF ANTENNA _ RADOTEIECOMMUNICATILINS..FACILITY'' _ - _ _ - SEE DETAIL 4EA4.1 SEE DETAILVA4.2 °7 5 5/8" NO TRESPASSING SIGN _ _ _ ��SITE�IA6dE__ _ _ - - - ° SEE DETAIL 3/AA -'PROPRIETARY INFORMATION: 7/16" CLUE N RIES- �1/1" a,T DO NOT SCALE DRAWINGS.CONTRACTOR NEST VERIFY - - S RF EXPOSURE SIGNAGE ALL DIMENSIONS AND ADVISE CONBLLLTANTSAFNIY (BLUE) ERRORS AND OMISSIONS ALL PREVIOUS 6SLEBOF DM // SEE DETAIL 11A4.2 DRAWING ARE SUPERSEDED BY THE IA'Est REVISION - FCC C L SIG 14" THE INFORMATION CONTAINED IN THE SET OF OSMENfS _. _ __ _-_ CC CA S GLv- - - - `' - RF EXPOSURERIGNAGE IS PROPRIETARY BY NATURE.ANY USE OR MSCLOS0.RtE '"�\ ° INFO tlt(GREEN) OTHER THAN WHICH IS RELATED TO NAMED MENU IS - _ - - SEE DETAIL 1D.4.1 STRICTLY PROHIBITED. CONTACIPFL ��332 fG332 i62' 1 ? • AS ALLOWED BY BUILDING OWNER IF NOT AT&T OWNED SITE OR SHELTER COORDINATE WITH BUILDING OWNER AND AT&T CM IS REWIRED FOR SIGN PLACEMENT FOR ROOFTOP AND COLLOCATE SITES DRAWING TITLE: `r{`l� '• 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 R IS AN [ORAWI / I1 OUDOOREQUIPMENTSITE,PLACENEAREQUIPMENT COORDINAEWTHAT&TCM SIGNAGE7 / / '\3/16°0 SS THROUGH BOLT ING NUMBER: W/3"0 5S WASHER / / `O OTHERSIDE(TYP OF 4 PLCS)- �-FABRIC FENC R APPLICATION VAT&T SIGNAGE DETAIL 2SIGN PLACEMENT TABLE [CEIJOBA_4 NUMBER: NSB 19-53004 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS . 1 3'• 15 INFRASTRUCTURE INFORMATION ,.} NOTES: Property of AT&T 1. IF1 REQUIRED AREDIAS SPECIFIED FEDERAL COMMUNICATIONS COMMISSION 2. IF AS IN SECTION 4 OF CNTP. =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. Authorized 1 2 3 4 5 6 7 18828 Eeo 4o oNIEZB 72 Personnel Only WOODINVILLE,WA B&OR PHONE LE 1732 80 POSTED IN ACCORDANCE WITH FEDERAL COMMUNICATIONS WwyJcoRNERSTONE-ENCR CCV COMMISION RULES ON ANTENNA TOWER REGISTRASTION _PROJECT INFO: 47CFR 17.4(g) PD81 Incase of emergency, or prior to performing I maintenance on this site, call GREENBURG and reference cell site number 10250 SW NORTH DAKOTA STREET FCC TOWER REGISTRATION (ASRN) TIGARD,OR 97223 at&t 2 WASHINGTON COUNTY 22x34 SCALE:NTS 111817 SCALE:NTS '• [REV: ISSUED FOR: � CONSTRUCTION INFORMATION ]DATE:=ISSUED FOR BY NOTES: NOTES(INFORMATION SIGN B 10-29-19 2 JURISDICTION-NORTgI Z DRA 1. PLACE SIGN ON ROOM,SHELTER OR CABINET DOOR. 1. NON-METALLIC(VINYL OR SIMILAR WEATHERPROOF MATERIAL)LABEL WITH AN ADHESIVE BACKING. ELEVATION/SCREENING 2_ 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 A 10-22-19 REVISED REDS DRAHE ADHESIVE BACKING SHOULD BE AFFIXED TO THE FACE OF T RADIO TRANSPARENT PANEL ON THE OUTSIDE FACE OF THIS BUILDING • US/CONCEALING THE ANTENNAS. 07-02-19 REVISED REDS DRA 4. ANTENNAS MOUNTED ON THE OUTSIDE FACE OF A BUILDING.A METALLIC OR NON-METALLIC El BEHIND THIS PANEL AT&T DOOR SIGN VERSION SHOULD RE MOUNTED ON THE PARAPETS INSIDE WALL DIRECTLY ABOVE THE ANTENNA. Q 05-29-19 REVISION L IS 22x34 SCALE:NTS 111x17 SCALE:NTS 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:—CHI.: APV.r THE STRUCTURE. STAY BACK A MINIMUM 3 FEET DRA MWO MN/O 2 0 5. ANTENNAS THAT ARE STAND-ALONE(E.G.,LAMP POSTS,STADIUMS)IN AREAS WHERE THERE IS FROM THESE ANTENNAS CURRENT ISSUE DATE: LITTLE POTENTIAL FOR EXCEEDING THE GENERAL POPULATION/UNCONTROLLED MPE EXCEPT, PERHAPS,VERY CLOSE TO THE ANTENNA.IN THIS CASE,THE INFORMATION SIGN 2 WOULD BE 10-29-19 _ MOUNTED CLOSE TO THE ANTENNA IN ORDER TO ALERT MAINTENANCE WORKERS. Contact AT&T at 800-638-2822 Option and 7_ SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION, follow their instructions prior to performing any LLICENSURE: maintenance or repairs closer than 3 feet from the Property of AT&T antennas. This is site F 74s3aPE ar w ,. Authorized OREGO N o. Personnel Only ' INFORMATION 'kW. 0`-510 -29-19 I IELI NOTES(INFORMATION SIGN 1): RATION 12/31201 1. 8"x 12"ALUMINUM. =JURISDICTIONAL APPROVAL: No Trespassing 2. PLACE AT MAIN ENTRANCE(GATE.DOOR,HATCHWAY,ETC). AT&T Mobility operates telecommunlcatons antennas ettms 3. POSTED ADJACENT TO CAUTION(YELLOW)SIGN. location Remain etl Nest 3feet away homany antenna and obey ell Violators will be Prosecuted Q 4. BUILDING OWNER MAY HAVE LIMITATIONS ON WHERE IT CAN BE POSTED. postedtionsigns. 5- SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. attest the ovasansl of any antenne(s)before working closer the3 feetfmm theentenelq. Incase of emergency, or prior to performing Contact AT&T Mobility at prior to performingany maintenance on this site, callmaintenanceor repemnear AT&T Mobility antennas and reference cell site number Tem is Site# Contact the management office If this door/hatch/gate is found unlocked. . —PROPRIETARY INFORMATION: INFORMACION DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ems ERRORS AND OMISSIONS.ALL PREVIOUS ISSUESOF THIS `mat&t EnesteproplededseunconantenasSetalechm¢acienes DRAWING ARE SUPERSEDEDBY THE LATEST REVISION. opamtlas por AT&T Mobility.Favor mentener Ana distant.Or nO THE INFORMATION CONTAINED W THIS SET OF DCi:LN1ENW 'lens.de3pleay obedacar todoslos aVlaes IS PROPRIETARY BY NATURE.ANY USE OR DISI"I rtsRF f Corrwnl uese wn Npropletarbo bs proplMedoe de Ns antes da OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS V STRICTLY PROHIBITED. - betas er Co cominer de manes de 3 pies de la amens. Comunlgoese con ATaT Mobility antes de realism DRAWING TITLE: aaquier mranteniniento o reparaclones mai de ba intones de AT&T Mobility NOTES: eaMmbeeNdon base numaro SIGNAGE DETAILS 1. ALUMINUM SIGN. Favor comunicarse con le cliche de le administration del 2. PLACE AT MAIN ENTRANCE GATE TO COMPOUND. ediraao si este puerta o compuerta se encoenbe sin candado DRAWING NUMBER: 3. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. C .Renal t) A-4. 1 8 AT&T GATE SIGN 3 RF INFORMATION SIGN1 CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:3"=1'-0" I11x17 SCALE:1 1/2"=1'-0" NOTES: CAUTION 15 INFA RASTRUCTURE 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 `!�-� co NwT«.. ADDITIONAL INFORMATION. A 18828 WOODINVILLE-REDMOND RD NE.SUITE 210 WOODINVILLE,WA 98072 PHONE 425 487 32 WNW CORNERSTONE-ENE-ENOR.COM Beyond this point you are =PROJECT INFO. entering a controlled area where PD81 RF Emissions may exceed the FCC Occupational Exposure Limits GREENSURG Obey all posted signs and site guidelines 10250 SW NORTH for working in an RF environment R TIGARD, DAKOTA STREET OR 97223 WASHINGTON COUNTY Ref FCC 4ICFR 11307M [REV. ISSUED FOR: CONSTRUCTION NOTES: ®CAUTION :DATE:CISSUED FOR—BY:- 1. 8"x 12"ALUMINUM. JURISDICTION-NORTH Q 2. POSTED AT BASE OF TOWER. 8 10-29-19 ELEVATIOWSCREENING BRA 3. EITHER CAUTION SIGN MAY BE USED BUT'TOWER"VERSION IS 7Q 10-22-19 REVISED RFDS DRA PREFERRED ON TOWERS. 4. SEE SIGN PLACEMENT TABLE FOR LJS/ ADDITIONAL INFORMATION. 6 07-02-19 REVISED RFDS DRA NOT USED 3 A Q Q5 05-29-19 REVISION US x3 224 SCALE:NTS I11x17 SCALE:NTS DRAWN BY:=CHK.: APV.: DRA I MV J MWO On this tower: CURRENT ISSUE DATE: Radio frequency fields near some 10-29-19 . antennas may exceed FCC rules [LICENSURE: 1` for human exposure. Personnel climbing this tower should be INe trained for working in radio frequency el"' eR environments and use a personal RF /•'4s25PE/// monitor if working near active antennas. !N i- — �Ifraccordance wdn rederSI Cnmmunlullnm Comm,a®ol r,4Pa on radio OREGON equency ermeanns 47CFR 113781 �q 4A+ 9. Z Rk-W. O'-- 10.20,19 EXPIRATION DATE 12131 I NOTES: NOTICE =JURISDICTIONAL APPROVAL: 1. 8"x 12"ALUMINUM. 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. �f��_(((yyy 4) —PROPRIETARY INFORMATION v DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF TMS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS Beyond this point you are IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE entering an area where RF OTHER THAN WSTRICT Y PROHBITOENAMED CLIENT IS Emissions may exceed the FCC DRAWING TITLE General Population Exposure Limits Follow all posted signs and site guidelines SIGNAGE DETAILS for working in an RF environment DRAWING NUMBER: Ref FCC QGFR 1130700 A-4.28 NOT USED 2 RF SIGNAGE CEI JOB NUMBER: NSB 19-531104 22x34 SCALE:NTS I11x17 SCALE:NTS _ 22x34 SCALE:NTS I11x17 SCALE:NTS PROPOSED ANTENNA CONFIGURATION AND SCHEDULE-PER RFDS VERSION 1.0-DATED 04-02-19 SECTOR X AZIMUTH RAD CENTER OTT VENDOR MODEL ELI LT EC- ME CH. RET RRH R OTY TYPE RH MOF FEEDERS FEEDER POWER FEEDER PLACEMENT DIPLEXED T TIL T FEEDER LENGTH LTE 1900/LTE AWS 4' B2558 11N) INFRASTRUCTURE LTE700 110' 96,0' 1 COMMSCOPE SBNHH-1065C 8° 0° YES B12H< 11N) NO % P A RTNERS LTE 1900/STEAWS A° SHARED 62556 SHARED I<1 TRUNK NO LTE 709 110° 98.0' 1 COMMSCOPE SBNNH-1D85C 10' 0° YES B1211< 21N) FIBER LINES T125' INSIDE POLE - LTEWCS d' 830 1(N) LTE 85DISG 850 3° B5 1(N) LTE WCS 110° 960' t KATHREIN 80010866 4° 0° YES ow - NO =PLANS PREPARED BY: LTE 850/5G 850 8° B5 - ELEC. MECN. RRH FEEDER POWER FEEDER SECTORY AZIMUTH RAD CENTER OTY VENDOR MODEL RET RRH #OF FEEDERS PLACEMENT DIP SEXED TILT TILT CITY TYPE FEEDER LENGTH IMM.^'• C ,... .. LTE 1900/STE AWS 3° 025/66 1(N) LTE 700 320° 96.0' I COMMSCOPE SBNHH-1D65C 6° 0° YES 81214 11N) NO 16928 WOODINVILLMOND ROME,SLATE:210 LTE 1900/LTE AWS 3. SHARED E-RED 815166 LVO 3'-RED,WE9 PHONE A25 EST.1732 LTE 700 320' 96.0' 1 COMMSCOPE SBNHH-1085C B° 0° VES SHARE❑ NO 812114 VJWW CORNERSTONE£NGR CCU LTE WCS 3° B30 1 IN) LTE 650/5G 850 6° B5 1 IN) =PROJECT INFO: LTE WCS 220° 98.0' 1 KATHREIN 50010986 0° YES an NO LTE 650/5G 850 6° 135 - PD81 En).EL MECH RRH FEEDER POWER FEEDER SECTOR z AZIMUTH RAD CENTER CITY VENDOR MODEL TILT TILT RET RRH OTY #OF FEEDERS TYPE FEEDER LENGTH PLACEMENT DIPLEXED LTE 1900/LTF AWS #° B25/66 1(N) LTE 700 320' 850' 1 COMMSCOPE SBNNH-ID65C 9 0° YES 81211A 11N) NO GREENBURG SHARED LTE 1900/LTE AWS A. B25/66 LTE 700 320' 96A' 1 COMMSCOPE SBNHH-1D65C 0' 9° YES SHARED NO 10250 SW NORTH DAKOTA STREET B - - - TIGARD,OR 97223 LTE W 935CS d° 630 11N1 WASHINGTON COUNTY LTE 850l50 g50 320" 960' 1 KATHREIN 80010986 8 0° YES B5 t-Nl NO LTE WCS 4' B30 - LTE 850/50850 8° Bs - 2 8 ISSUED FOR: LCONSTRUCTION J PROPOSED RF SCHEDULE 4 NOT USED REV.:DATE=ISSUED FORJRISDICTION-NORTH BY:_ 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS II 1x17 SCALE:NTS Q 10-29-19 EUEVATIONYSCREENINC DRA NOTE: PROPOSED C4-LTE 850 6`. 7n 10-22-19 REVISED RIDS DRA. DO NOT BLOCK CLIMBING FACE �L,,, SECTOR ' 15G 850/LTE WCS r 6 Q L.{SC OF(E)MONOPOLE W!ANY T6- "Z" PANEL ANTENNA p-3 I 8 07-02-19 REVISED RFDS DRA TOWER MOUNTED EQUIPMENT d Q 05-29-19 REVISION US 2a COMMSCOPE MCG2C-12-B3 1 DRAWN BY:—CHK.. APV: PROPOSED C2- g MOUNT(TYP OF 3) A-3.1 E LTE 700 PANEL ANTENNA DRA MWO NANO A-3 ` 1- CURRENT ISSUE DATE: ee, PROPOSEDDUELRRH IrPROPOSED Cl-LTE 700 MOUNT(TYP OF 6) 7 L 10-29-19 I LTE 1900/LTE AWS 5 i., /� A- _LICENSURE: PANEL ANTENNA -A- ..1'�1Y PROPOSED Al LTE 700 4, S)P \. /LTE L1900/ ANTENNA AWS ' S 5E1.y,IN[8k PROPOSED B5 AHCA RRH 3 , •''�. PANEL ANTENNA p_3 u" 745e6PE (1 PER SECTOR,TOTAL OF 3) � `". y/`'/I /4/ I//_. -. A 3 � ^I PROPOSED A2-LTE 700 L 5 %, / OREGDN •' rn� PANEL ANTENNA 'A-3 ?� 2 P . l � W. Ol' 10-2.-. '� - .4� �%PIRATIONDAIEi2J31f201%lip` 4 ___ =JURISDICTIONAL APPROVAL: gp PROPOSED±100.0' PROPOSED B4-LTE 850 r MONOPOLE(BY OTHERS) /5G 8501 LTE WCS PANEL ANTENNA A-3 • PROPOSED B30 AHNA RRH 2 wlf, '12pyUTH (1 PER SECTOR,TOTAL OF 3) A-3 770. N.) I '. ' SECTORSUPPRESSOR(TYP OF 2) ` -PROPRIETARY INFORMATION: A3 _ Ni i 00A NOT SCALE CNLEDRA DRAWINGS GSV CONTRCONSACTOR SD VERIFY PROPOSED B2- 5 �� ' ERRORS AND OMISSIONS.ALL PREVIOUS ESTREVIE061 LTE 700 PANEL ANTENNA /PROPOSEDSG / -LTE 850 N ARE SUPERSEDED IN THE SET OF DOCISI068 /5G 850 LTE/ WCS 8 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE PANEL ANTENNA ''..p- ,' OTHER THAN WHICH IS RELATED TO NAMSY,CLENT IS STRICTLY PROHIEREG SECTOR rl, PROPOSED B1-LTE 700 `_.PROPOSED B12/14 AHLBA RRH I /LTE 1900/LTE AWS DRAWING TITLE PANEL ANTENNA 5 (1 PER SECTOR,TOTAL OF 3) A-3'' �� A 3 ANTENNA PLAN&SCHEDULEJ - e" , PROPOSED B25/26 AHEMRRH - 4 iwE*i (1 PER SECTOR,TOTAL OF 3) 'A3 I'�t DRAWING NUMBER. PLAN NORTH R F 1 8 PROPOSED ANTENNA PLAN 2 NOT USED CEI JOB NUMBER: NSB 1953004 22x34 SCALE 1/2"=1TO" 111x17 SCALE:1/4"=1'-0" 22x34 SCALE:NTS 111x17 SCALE:NTS /2\ MATCH(E)SURFACE- MATCH(E) SURFACE-- EXCAVATION/ EXCAVATION/•, 5 INFRASTRUCTURE MAGNETIC �, 2-0"__ F� +{ MAGNETIC \\ 3'-0" WARNING TAPE-- A ,, TRENCH WARNING TAPE `\ TRENCH P n R T N [ R o z - • • - UNEXCAVATED AREA 6,1 i J'r; s.;r >i` PLANS PREPARED BY: o s ? r -1 ;! r-UNEXCAVATED AREA W io l \ '4 in L �• '--CO UTILITY " �- x � -COMPACTED FILL " b s -' PER UTILITY CO. O!.- _ PER UTILITY CO. - 11101:,., -; r '` REQUIREMENTS REQUIREMENTS •�' 6 S1 ,�__(2)2"0 POWER 16828 WJODINVILLEREDMOND RO NE.SWTE2ID A 98012 GAS LINE(SIZE // ��„A CONDUIT wPHONE:iu.E,w.1732 . < PHONERSTONE-ENG \ SAND FILL TO BE ; '� ` \ -- WWw.CORNERSTONE-ENGR.COM DETERMINED SAND FILL 3"0 POWER CONDUIT BY PROVIDER)J 1'-0" 1'-0" \��-4"0 FIBER CONDUIT =PROJECT INFO: NOTE: /I\ NOTE: PD81 VERIFY ACCEPTABLE SIZE AND TYPE VERIFY ACCEPTABLE SIZE AND TYPE OF CONDUIT WITH LOCAL PROVIDERS OF CONDUIT WITH LOCAL PROVIDERS ,� L GREENBURG 10250 SW NORTH DAKOTA STREET TRENCHING DETAIL 12 TRENCHING DETAIL 11 NOT USED 10 NOT USED 9 TIR 97223 WASHINGTOINGTON COUNTY 22x34 SCALE:1/2"=1'-0" I11x17 SCALE:1/4"=1'-0" - 22x34 SCALE:1/2"=1'-0" 111x17 SCALE:1/4"=1'-0" 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS ` , W 9 ISSUED FOR: v V vv CONSTRUCTION j -- -- _ - PROPOSED NATURAL GAS STUB UP `\ \ W REV::DATE:—ISSUED FOR BY:— - - -- - __ _ _ _ Q JURISDICTION / PROPOSED 17z30 BOTTOMLESS — _ --. _ _ _ B 10.29-1 ELEVATION/SCREENING �A NORTH „' ", ,'• , ,a ,,, ,� / /FIBER HANDHOLD W/ \ � v -� u -�--.� `�`-a�� Qj 10-22-19 REVISED REDS BRA _ INCIDENTAL TRAFFIC LID v t /�IG I�I I � � „' SW NORTH DAKOTA ST �! DRA ,r ,,, „ ,_,,, „ ,,, , ,,, ,,, ,,. ,.„,, ,,, , „ „ ,,, .,, „ ,� WW D7-02-19 REVISED REDS \ �`� �¢,_�-I--- T - y.� - Q 05.29-19 REVISION L IS �- \ �� \ PROPOSED NATURAL GAS LINE pI_ -- ------ S 87°51'53"E 357.44' \� ` .1°15 -DRAWN BY:=CHK.: APV.: __\ �� I ROUTED UNDERGROUND TO GAS U (E)TREES(75'-80� tr - -- \! DRA MWO MWO -� / \ METER WITHIN LEASE AREA \ \ I \ 1� N ' / rCURRENT ISSUE DATE: \ \�\ \ / I � / Ei I 10-29-19 \ �'\ �\ / I (E)EDGE OF ASPHALT -� I y I ,?� \,\ LICENSURE: `\_x/\ \ I \ / / I --�J�-----� � --hT�a`� u IL)TREES ,, vl ¢y /Te.w'ePE'r,. \ I I I i \ \.,A \ I PROPOSED UTILITY EASEMENT I " yy p�OREGON = \ V /��t d I I :v , '"r. ' +E,ram,-, 6 R'Go O'� 10-29-!F N N N I j" I PROPOSED PSE 844 I ®� >n '' N® '3 r?7 ®® _ , , N �"N , I VAULT&TRANSFORMER to -� \ � PROPOSED FIBER OPTIC CABLE X \\ — J--- \ \} I I / ROUTED UNDERGROUND TO ® 1 =JURISDICTIONAL APPROVAL: ..I_— J / PROPOSED WIC • 9� � L _ _ _ _ 1 0® \ I p7 I\ _ I ,P -- —P---P�-.._P =\ I P P,-�_ r — c"-P G�S5p�q• F�L3. P 1_ x® (E)BUILDING ,1 I 3ri ® L_-- IIILIIIIIIIII IIT,I iillllillf7lIIIII�liII1J CALL TWO WORKING DAYS _— \ \ 1 I �' "' ��PROPOSED 2"0 NATURAL GAS LINE BEFORE YOU DIG! / \ \ \ PROPRIETARY INFORMATION: ! REUSE(E)3"0 CONDUIT TO L_ \ \ \ ROUTED UNDERGROUND TO GENERATOR /1 0 811 (E)PGE POLE#6908-/ I TRANSFORMER.CONDUIT NEEDS TO BE \ DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY r PROOFED AND INSPECTED WI PGE ONSITE. _ \ \ '-PROPOSED POWER ROUTED _ ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY NATIONAL UTIUTES UNDERGROUND LOCATE IF CONDUIT FAILS:SAWCUT E ASPHALT = \ —REUSE(E)3"O CONDUIT FROM TO EQUIPMENT SHELTER ERRORS AND OMISSIONS,ALL PREVIOUS ISSUES OF'MIS ( IDRAWING ARE SUPERSEDED BY THE LATEST REARM/N. .,,..�.,�.�.1.�I..R. ,m".=a+r +oNa.,�. TO ACCOMMODATE3"0 UTILITY CONDUIT \ TRANSFORMER.CONDUIT NEEDS TO BE \ THE INFORMAnoN cDNTAINED IN Tws S6T DOCUMENTS INALCOSIDANCE""'" °""""'T"`�""" TO TRANSFORMER,IREPAIR TO BE AS NEW PROOFED AND INSPECTED WI PGE ON SITE. IS PROPRIETARY SN NATURE.ANY DEEDS DISCLOSURE a .� _ ._,,,E = \ '-PROPOSED UTILITY H-FRAME OTHER THAN WHICH IS RELATED TO N EDCEENT IS .,".a - "«�_ �. CONDITION WHEN COMPLETE - IF CONDUIT FAILS:INSTALL 3"0 UTILITY -i STRICTLY PRDNIe ITED. ((5) I a �� CONDUIT TO METER BASE __ DRAWING TITLE: UNDERGROUND UTILITY RUN LENGTHS TO LEASE AREA PROPOSED NATURAL GAS-FLAG ENDS / OF CONDUIT FOR GAS COMPANY-GAS /2\ UTILITY ROUTING PLAN&DETAILS TYPE ROUTED SEPARATELY ROUTED TOGETHER TOTAL LENGTH _ COMPANY TO WELD SUPPLY PIPE AS NEEDED TO EXTEND PIPE TO METER • POWER t25' 360'(P,F&G) ±85' 1 _ 1'-..r DRAWING NUMBER: FIBER *0' ±45'(F&G) t120' i ' 1- _ LL GAS t0' t45'(F&G) t115' I -, PLAN NORTH E 1 8 UTILITY ROUTING PLAN 1 CEI JOB NUMBER: N58 15-53009 22x34 SCALE:1"=20.-0" 111x17 SCALE:1"=40'-0" % INFRASTRUCTURE PARTNERS • =PLANS PREPARED BY: aoistiwrFlrotis PROPOSED 16928 WOODINV ILLE-REDMOND RD NE,SURE 210 2"SCH 80 PVC CONDUIT WOODINVILLE,WA 98072 W/3-#3/0&1-#5 GRND PHONE 425.48]1732 WOW CORNERSTONE{NCR COM PROJECT INFO: 200A,120/240 SINGLE PHASE `• ., PD81 3 WIRE VAC,METER W.I.C. (2)PROPOSED ATS • GREENBURG , 3"SCH 80 PVC CONDUIT WI ELECTRIC I 10250 SW NORTH DAKOTA STREET - TIGARD,0R97223 I I - ------ --I WASHINGTON COUNTY t r M L �t I I. -ISSUED FOR- EMER CONSTRUCTION J '• POWER PLANT i L L_ -__I I I REV::DATE—ISSUED FOR: BY__ _481 JURISDICTION-NORTH Qg 10-29-19• ELEVATION/SCREENING DRA +48', - A 10.22-19 REVISED REDS DRA A 07-02-19 REVISED RFDS LJS/ BRA • Q05-29-19 REVISION LJS (2)PROPOSED DRAWN BY:=CHK.: APV.: 3"SCH 40 PVC ELECTRIC CONDUIT W/(2)500MCM DRA MWO MWO (GENERATOR POWER)----- CURRENT ISSUE DATE: 10-29-19 ,LICENSURE. g� e430'13 R .4. PROPOSED i� `I* /]4-5'38PE r.. 1"SCH 40 PVC ELECTRIC CONDUIT Cam! 4/•/" (BATTERY CHARGER y OREOON F. &BLOCK HEATER POWER) 9�p I S Y0, k W. OV I0-29-19 - ORATION DATE.12/3120 - PROPOSED 1"SCH 40 PVC ELECTRIC CONDUIT =JURISDICTIONAL APPROVAL: (GENERATOR START CONTROL CIRCUIT &GENERATOR ALARM&D.C.POWER) • PROPOSED GENERATOR I -PROPRIETARY INFORMATION:- DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANIS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUSE+41ES OE TES DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED_ CDRAWING TITLE: ONE LINE DIAGRAM NUMBER: [DRAWING ° E- 1 . 1 8 ONE LINE DIAGRAM CEI JOB NUMBER: NSB 19-53004 22X34 SCALE:NTS 111x17 SCALE:NTS GROUNDING KEYED NOTES tO 2/0 SOLID TINNED WIRE EXTERNAL GROUND RING AT 24"BELOW GRADE. O 5/8"x10'-0"COPPER GROUND ROD.SPACE GROUND ROD AS REQUIRED. INFRASTRUCTURE 7 2 SEE DETAIL 2/E-2.2 P A R T N E R 5 "' %: � 0 GROUND INSPECTION WELL.SEE DETAIL 3/E-2.2 \-,-//1. I� -PROPOSED ANTENNA (3 PER SECTOR,TOTAL OF 9) 7 ('� / O GROUND BUSS BAR.SEE DETAIL 5/E-2.2 =PLANS PREPARED BY: ' � �� L "'`:! CADWELD#2 STRANDED GREEN GROUND LEAD FROM STEEL �� i I 0. TO GROUND BAR. OOlN1��IOIw �. / E"ore Eeei., "�. u�� `�/' O CADWELD SOLID TINNED GROUND LEAD FROM STEEL TO \. \ :- I� _ 6 1fi92S WOODINVILLE-REDMOND RUIN,SIIFFE Ziff � �k F-,�{/6�) GROUND RING W000INmuE.mm88872 \�. 1� n' ( � `.J COMPRESSION LUG#2 STRANDED GREEN INSULATED GROUND LEAD PHONE 425.187.1772 PROPOSED RRH �� . /-�4 t/ 7� WWWv CORNERSru€-ENGR.CON 7i (4 PER SECTOR,TOTAL OF 12) ^- \ \� �A�) FROM EQUIPMENT TO GROUND BAR_SEE DETAIL 6/E-2.2 ��• ��<.T�--/ C (-.Y CADWELD SOLID TINNED GROUND LEAD FROM GROUND RING TO -PROJECT INFO: / x\" +v Av �-L3/ (� GROUND RING. -' �-• � ' - O CADWELD SOLID TINNED GROUND LEAD FROM FENCE TO GROUND RING. PD81 i - �� / A\ SEE DETAIL 7/E-2.2 c. r �y h�¢� --PROPOSED COMMSCOPE G R E E NBURG PROPOSED SURGE \ I I - 11, '. ,• MCG2C-12-63 MOUNT(TYP OF 3) SUPPRESSOR(TYP OF 2)-- \�, v v ( \ y ( \ �y+� 10250 SW NORTH DAKOTA STREET > 11 SOLID TINNED GROUND LEAD FROM GROUND BAR TO GROUND RING. TIGARD,NO OR 97223 KOTA �- 1�� IA! \✓ � 1 I \ WASHINGTON COUNTY - ,f I „ ISSUED FOR: ( LREV::DA CONSTRUCTION GROUNDING NOTESTE:—ISSUED FOR: BY. \._ \J 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS.ACTUAL INSTALLATION AND JURISDICTION-NORTH CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 10-29-19 BRA ELEVATION/SCREENING I 2. GROUND ALL ANTENNA BASES,FRAMES,CABLE RUNS,AND OTHER METALLIC Q 10-22-19 REVISED REDS DRA R. COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED <1 ':. BUS BARS.FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS.GROUND COAX SHIELD AT BOTH ENDS AND EXIT Q6 07-02-19 REVISED REDS LJFi PLAN NORTH FROM TOWER OR POLE USING MFR'S PRACTICES. DRA SCHEMATIC GROUNDING PLAN (AT TOWER TOP) 2 3. ALL GROUND CONNECTIONS SHALL BE CADWELD.ALL WIRES SHALL BE 05-29-19 REVISION LJS 22x34 SCALE:1/2"=1'-0" 11x17 SCALE:1/4"=1'-0" COPPER THHN/THWN.ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE DRAWN BY:—CHK.: APV_ ABOVE GROUND. _ DRA MWO I KENO 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE.GROUNDING AND CURRENT ISSUE DATE: OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T WIRELESS,LLC. rern ` i "OPOSE. 00.0' REPRESENTATIVE. 10-29-19 ] j ` �i f^-1 r,.r• II","' . PROPOSED DIESEL GENERATOR - t>�Pi-/1yS <S<F?~]�t 1.( ita ei, ? t/<o ] 1 ram] r� • OP.r ` TH r•. `1 -1 •N .1� 1 ESLAB WIGS EQUIPMENT SHELTER t,~) . "' .Cj t. . '. (�� -S (' ;f >� f ( l]f % j]S iS\D4?]S (,\p 11-$ ` < �S 5 AND COMPLY WITH ALL. REFER TO DIVISION 16 REQUIREMENTS OF GROUNDING STANDARDS. ELECTRIC;GENERAL ELECTRICAL OVISION LICENSURE: ON CONCRETE SLAB -.� /�/ _ ,( 1 / "" - ---�i- -- _---�--3 `.r-i-- 9� ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING 1 . [j?/ - ?-+ x o ,./x O x / _ \ .- 6 SYSTEM,AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T 74571E yn, \\ / - . // fi x—+ —) A.-"^� �� WIRELESS,LLC.REPRESENTATIVE,PRIOR TO INSTALLATION OF GROUNDING i `r/ PROPOSED DOUBLE /rj"�/ �(�'- j / \ / \\ // (/<�] \,:' SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING i _ <. SWING ACCESS GATE�� 7-.i �< ( -�L A // O\,°_, f 1% 2 ORL`roN i er / x / 1-,-_� I 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES '9,Q +a c� / ��v / / t INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. W- OA' 10-29-19 �� V /� I / / A t/�"�7 !EXPIRATION DATE t1/d1201 �' / I fi----4 \V tJ /` ] PROPOSED CHAIN-LINK FENCE GROUNDING ROD NOTES n' / y/ \ \ Ly<D�;S -JURISDICTIONAL APPROVAL: C / ° \ \ j t-.-p I ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE / �� ,. 1 Ll - THE GROUND SYSTEM HAS BEEN INSTALLED;A QUALIFIED INDIVIDUAL,UTILIZING 1 .� e\ ( 1 Li THE FALL OF POTENTIAL METHOD,SHOULD PERFORM THE TEST. THE REPORT �' I '®I I W I � ,�, WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST g^i \�� ) ''\ I ((<o�A -� POINTS ALONG THE TESTING LINE,GRAPHED OUT TO SHOW THE PLATEAU. 1 \ ` t.\ \i yA gip ` o/ \ / i`'Jk 2 1D, I I / 1 �`^''� 2 POINT GROUND TEST OR 3 POINT 62%TESTS WILL NOT BE ACCEPTED AS \� 3 I I ry ---------,--/ I/ ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS.TEST SHALL BE rt `-\\ I /, 4- ! i -� ` ;- 7, -1 PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM _ / \ '�.: ^`i'°�_ ` i \ �,/ // (�<p�?]S GRIDS AND EXISTING COMMUNICATIONS FACILITY. _PROPRIETARY INFORMATION: r _ \ \�` �/ / t1\"I DO NOT SCALE DRAWINGS.CONTRACTOR MIST VERIFY — �� I `� LEGEND ALL DIMENSIONS AND ADVICE CONSULTANTS OF NW // ( � x \ ��-- I yI ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF \-GROUND BAR INCLUDED I J DRAMATIS ARE SUPERSEDED BY THE LATEST REVISION '� i� FLOOR OF WIC EQUIPMENT 1 /\ I �,� SYMBOL DESCRIPTION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS ( ) / <A�1 ]S o ROERRIrETARii'HIC IS NATURE ANY TO USE OR NAMED DISCLOSURE 1 1 1- �A• / '� SHELTER TYP OF 2), { 8` (� A --'� pay-_� 1\ SEE MANUFACTURER'S \ \f t' xi STRICTLY PROHIBITED. 1 \ \r O GROUND INSPECTION WELL I .. -,'---3 x RECOMMENDED GROUNDING \ -DRAWING TITLE: o- o t \ I /6A 0 COPPER GROUND ROD / GROUNDING PLAN -� �,( Cps S CHEMICAL GROUND ROD L SHAPED 1111111.'' I� ,i iIIIIlIfllllllllla�I �- �" �� • NOTE: 1 I111 l lIIl lull l 11I 1111 '1 lllI11 flI I CHEMICAL GROUND ROD-STRAIGHT SHAFT DRAWING NUMBER: ALL GROUNDING WIRE RUNS AND �:T!I I I I I I L I I l l 1 1 1 171! CONNECTIONS,BOTH ABOVE AND �2) l l n ITTTiTITI r l f l l l l 1TI-TTf1Tl-I ITIT 0 COMPRESSION LUG BELOW GRADE,SHALL BE LOCATED INSIDE OF THE LEASE AREA LINE. PLAN NORTH 0 CADWELD CONNECTION ` E.. / SCHEMATIC GROUNDING PLAN (AT GRADE) 1 o FSIELD VERIFY &TIEIND _2--_-_----- p -�_ ` L 8 �__(x. FIELD VERIFY&TIE INTO EXISTING GROUNDING SYSTEM CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:3/8"=1'-0" I11x17 SCALE:3/16"=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 /� INFRASTRUCTURE SHOWN ON PRINT)AT A MINIMUM DEPTH OF 24'.ALL GROUND RODS TO BE 5 10'COPPER OR COPPER CLAD.FIRST GROUND RODS FROM TOWER ARE TO P ARTNER s 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 `y - MAINTAIN A MINIMUM 12"RADIUS! `� • 1692E WOODINVILLEREDMOND RD NE,SURE SIC EQUIPMENT RING GROUND W'OODINVILLE,WA9Wn ALWAYS OBSERVE THE TURN DIRECTIONS SHOWN WHEN PLACING BENDS PHONE:425.487,1732 OR CONNECTIONS!USE#2 SOLID TINNED WIRE PLACED WITHIN 3'(±6")FROM wuw.CORNERSTONE-ENGR can 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! EQUIPMENT INNER BONDING RING NSRUO #2 SOLID TINNED WIRE CADWELDED(TO INNER BONDING RING)AT A [REV::DATCOTGTIN E:—ISSUED FOR: BY:, LOCATION EITHER ABOVE THE SOIL LINE OR JUST INSIDE INTERIOR OF JURISDICTION-NORTH BUILDING.ALWAYS USE PVC(NONMETALLIC)SLEEVES WHEN ENTERING THE gQ 10-29-19 ELEVATIONISCREENNG ORA STRUCTURE!THIS TYPE OF BOND IS REQUIRED AT EACH OUTSIDE CORNER AND AT DISTANCES NOT TO EXCEED 50'ALONG ANY STRAIGHT WALL.ALL Q 10-22-19 REVISED REDS BRA BENDS MUST MAINTAIN A MINIMUM 12"RADIUS! POWER/FIBER TRENCH ,,A, 07-02-19 REVISED RFDS L•161` UTIUTIES CAN EITHER BE PLACED IN SAME TRENCH(NESC RANDOM ORA NOT USED SEPARATION)OR IN SEPARATE TRENCHED AT A 36"DEPTH.ALWAYS PLACE Q 05-29-19 REVISION L IS 3 THESE FACILITIES BELOW WHILE MAINTAINING A 36"HORIZONTAL 22x34 SCALE:NTS I.11x17 SCALE:NTS SEPARATION AND A 12"VERTICAL SEPARATION FROM ANY RADIAL OR RING PRAWN BY:�CHK.:—AN/ GROUND SYSTEMS IN,ON,OR ADJACENT TO THE RADIO SITE. REMOTE RADIO UNITS-- DRA MWO I. MO NOTES: POWER/FIBER ENTRANCE [LICENSUR CURRENT ISSUE DATE: • I1.ALL CONNECTIONS TO GROUND RING THE BUILDING RING GROUND MEETS OR EXCEEDS THE NEC ARTICLE 2503'JUMPER DIN MALES ►i! SHALL BE CADWELDED UTILITY PROTECTION GROUND.THEREFORE,INFORM LOCAL INSPECTOR10_29-19 ,• THAT ADDITIONAL GROUND RODS ARE NOT REQUIRED.ALL ULITY 'I.1 --GROUNDING BUSS BAR& 2.USE MECHANICAL CONNECTIONS ONLY GROUNDS MAY BE ATTACHED TO THE#2 SOLID TINNED BOND WIRE..IFE: ATTACHMENT KIT WITHOUT WITH THE WRITTEN APPROVAL OF THE LOCAL POWER COMPANY CODES REQUIRE AN ADDITIONAL GROUND ROD, WEATHER SEAL-; I 1 INSULATORS BOLTED TO TOWER CONSTRUCTION MANAGER BOND THE TWO FACILITIES TOGETHER AT THIS LOCATION. 41161N •" ! UTILITY GROUNDING ELECTRODE BOND R4s38P6 :I' #2 GREEN FROM TOP GROUND 3.HOISTING GRIP TO BE INSTALLED ANTENNA=" BAR TO BOTTOM GROUND BAR BELOW TOP GROUND KIT USE#2 SOLID TINNED WIRE PLACED WITHIN 3'OF UTILITY ENTRANCE //!� FACILITY.ALL CONNECTIONS TO GROUND RING ARE TO BE CADWELDED.GROUNDING KIT-� CONNECTION TO ENTRANCE FACILITY TO BE WITH A"LISTED"CONNECTION. ,OREGONy� ALL BENDS MUST MAINTAIN A MINIMUM 12"RADIUS! q, 9. i- 'T W. ON- 10-29-19 T. WIC EQUIPMENT SHELTER RADIAL GROUND/FENCE BOND CROSSING 'EXPIRATION D4TE 12J3I2OI WHEREVER PRACTICAL,TO REDUCE MAGNETIC COUPLING,THESE FACILITIES MUST CROSS AT A 90'ANGLE WHILE MAINTAINING A MINIMUM 12" =JURISDICTIONAL APPROVAL: . : ., , , , .,, :, - - - VERTICAL.SEPARATION. ' _yam\ c I COAX GROUNDING KITS It USE INDIVIDUAL"LISTED"GROUNDING KITS FOR EACH COAX CABLE.BOND 1Ii en I I I TO TOWER BONDING BUSS BAR WITH#2 STRANDED INSULATED WIRE WITH 2 ni aT I:rr� HOLE CRIMPED CONNECTIONS. _ = r = LE, 1� = L��! LET I _ GROUNDING BUSS BAR KIT I I THE GROUNDING BUSS BAR AND ATTACHMENT KIT MUST BE DIRECTLY � ! BOLTED TO THE TOWER STRUCTURE WITHOUT ELECTRICAL INSULATORS. pROPRIETARVINFORMATION: ICE BRIDGE BONDING DO NOT sca.E UAANwNGe,cEa4RRACcatisuTOR earsrrEtrs-r // �I�,/�� (; THE ICE BRIDGE SHOULD NOT BE BONDED TO THE TOWER STRUCTURE!IT ANy ERRORS AND OMISSIONS,ALL PVIOUBLTI99UE5a=Tt� SHOULD ONLY BE BONDED AT EACH SUPPORT LEG TO GROUND RING AND ORAIYMG ARE SUPERSEDED BY THE UTESRRT1DN AT ONE END TO THE ENTRANCE BULKHEAD.USE#2 STRANDED INSULATED THE INFORMATION CONTAINED IN THISSET OF DORS IS PROPRIETARY BY NATURE.ANY USE ORD.60.OSURE WIRE WITH 2 HOLE CRIMPED CONNECTIONS. OTHER THAN WHICH IS RELATED TOtaMED ENT IS STRICTLY PROHIBITED. RADIO BAY TO COAX BULKHEAD BOND THIS IS THE ONLY CABINET TO GROUND BOND WIRE ATTACHED TO THE DRAWING TITLE: RADIO BAY!USE#2 STRANDED INSULATED WIRE WITH 2 HOLE CRIMPED GROUNDING NOTES& �� \�� _� .-7 CONNECTIONS OR A 3"COPPER STRAP. r \ �` L SCHEMATIC GROUNDING BUSS BAR& \` #2 SOLID BARE TINNED RADIO BAY ISOLATION KIT DRAWING NUMBER: \ ATTACHMENT KIT BOLTED TO TOWER COPPER GROUND RING CONTACT RADIO EQUIPMENT SUPPLIER FOR SPECIFICATION AND #2 SOLID BARE TINNED \ /6\ INSTALLATION PROCEDURES. COPPER GROUND RING '-#2 SOLID BARE TINNED COPPER GROUNDING LEADS(TYP) E 2. 1 8 GROUNDING SCHEMATIC 2 GROUNDING NOTES 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS - CEI JOB NUMBER: NSB 1953004 ,--CADWELD®CONNECTION 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 W/'NO-LUX"OR APPROVED EQUAL ,7� INFRASTRUCTURE r-FENCE POST THE CONNECTOR. , j 3. INSERT CABLE FULLY INTO CONNECTOR. P ARTNERS 4, APPLY THE PROPER NUMBER OF CRIMPS AS SHOWN BY NUMBER OF PROVIDE ELECTRICAL ` #2 STRANDED COLORED BANDS. ��COPPER 5. CRIMP FROM TONGUE ENO OF CONNECTOR TOWARD CABLES FOR ISOLATORS CO GROUND WIRE TERMINALS AND CENTER SPLICE TOWARD CABLE FOR BUTT SPLICES CONNECTION(TYP) i REQUIRING MORE THAN ONE CRIMP PER END. /-COAXIAL GROUND KITS W/LONG -PLAN$PREPARED BY: HYLUG TYPE YGA CONNECTOR IS PRE-FILLED WITH PENETROX COMPOUND �� BARREL COMPRESSION DOUBLE AND STRIP SEALED. /I LUGS.ATTACH TO GROUND BAR& _ " - INSTALL BY ANTENNA - - BURNDY HYDRAULIC DIE SET#UICRT-1/UI IT. / ir / CONTRACTOR(CADWELD TYPE-GL) �/ j 16928 WDODINVLLE-REDMOND RD NE,SUI(E 210 ACCESS GATE CLEAR HEAT SHRINK WOODINVI E,WSaeon ON COMPRESSION LUGS PHONE'925.4871732 YNAV CORNERSTONE-ENGR.COM / / / / / / ,4'x 24"x 1/4"THK COPPER • -CORNER / / GROUND BAR.INSTALLED -PROJECT INFO: FENCE POST ,' �// / BY GENERAL CONTRACTOR -4 , 01 PD81 O/ i CHAIN-LINK !0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % , GREENBURG FENCE O Q00000pOOoo 00000000 ! O I 0"i000000000000000g1• t - C` e ' '-" 10250 SW NORTH DAKOTA STREET �j O/ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o''� a 0 TIGARD,OR 97223 NOT USED 12 �'� WASHINGTON COUNTY 22x34 SCALE:NTS 111x17 SCALE:NTS " EQUIPMENT CHASSIS/ (2)3/8"0 SS HEXNUT _ �':." y > GROUNDING BUSS BAR/ ISSUED FOR: I �� \� / CABLE RACEWAY -- -/ -(#2)TWO HOLE ` 7 / / COMPRESSION LUG CONSTRUCTION .,// #2 SOLID BARE TINNED `` r. / —GROUND WIRE STUD(TYP COPPER WIRE CADWELD(TYPE-GL)-/ REV:7DATE:-ISSUED FOR: BY: NO-LUX ANTI-OXIDIZING III OF 2 FRONT AND BACK \ / CONNECTOR COMPOUND-- ---�� (, / OF CABINET) Qg 10-29-19 JURISDICTION-NORTH �A (TYPE-VS) != 24" ELEVATION/SCREENING =CLEAR HEAT SHRINK ON -- - T %� 7 10-22-19 REVISED REDS ORA \ j COMPRESSION LUGS EXTERIOR GROUNDING 3IS"0 STAR WASHER-' •' _I ,- #2 STRANDED GREEN US( 1 A 07-02-19 REVISED REDS #2 BARE STRANDED GRADE ��` INSULATED COPPER GROUND GROUND BAR ATTACHMENT: DRA COPPER CONDUCTOR v'` -- ' �` LEAD TO BUSS BAR OR#2 �F.��" ` Z SOLID BARE TINNED COPPER Q5 05-29-19 REVISION US TO GROUND LOOP ----�, CONCRETE SUBSTRATE: (4)3/8"0 HILTI TZ EXPANSION ANCHORS 1>/"/ ti\ PLAN TO GROUND RING WITH 2"MINIMUM EMBEDMENT. v*,,' \) c --�\` --DRAWN BY:—CHK.: APK: __ /7 NOTE: WOOD FRAMED SUBSTRATE: (4)318"0 LAG SCREWS WITH 2"MINIMUM I DRA MWO MWO I EMBEDMENT(ADD BLOCKING IF I FOR GROUNDING CONNECTIONS TO PAINTED CABINETS NECESSARY. CURRENT ISSUE DATE: CHASSIS,GRIND OFF ALL ENAMEL COATINGS TO BARE METAL CONNECTIOND (TYPE-PT) /E 10-29-19 I CO I AT LUG CONTACT AREA PRIOR TO MAKING BOLTED LUG SOLID CMU WALL: (4)3/8"0 HILTI TZ EXPANSION ANCHORS i CONNECTION.APPLY NO-LUX TO ALL EXPOSED BARE METAL. WITH 2"MINIMUM EMBEDMENT. .-.LICENSURE: 10'COPPER CLAD j GROUND ROD AT 10'O.C.--' HOLLOW CMU WALL: (4)3/8"0 HILTI HIT HY-20 WITH HIT-A PILjeg STANDARD RODS.(3 3/8"EMBEDMENT) .64,04I NEER FENCE CORNERS 34518PE e- ' U! NOT USED 8 FENCE GROUNDING 7 HYLUG CONNECTION 6 GROUND BAR DETAIL 5 W 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS I I1x17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS IE%RMTION OATE9?/31'."1 NE =JURISDICTIONAL APPROVAL' ® 7F ', / . /.-7 V . ��- -ii4 PIPf�'�II fJI I, �- WHITE PVC MALE SCREW ''� '( COVER INSTALL WITH /-12"0x42"WHITE PVC C7 - 7� y111�i�� - / WITH FEMALE ADAPTER TEFLON LUBRICANT- , m / \ TYPE GL LUG TOP OF EXISTING GRADE F' '�/ n / / C - 4"MAX TO TOP �'- / i TYPE GR OF TEST LOOP-� �G-®/ A� - >/',i / i _ - I '� RODS TO BE BACK FILLED TYPE PT ti: - - � �� I ` �7. > -PROPRIETARY INFORMATION: mi l - I • l >/ ' -CADWELD GROUNDING WIRE IIIII� i I i DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY �- `yY7{}Y, n g >>. `, I s �: TO ROD(TYPE GR OR GT) ALL DIMENSIONS AND ADVISE CONSULTANTS OE ANY PRORS EDRANIGNARE ISSI RSEDED SY THE EVIO ATEST�REVISITh\ �- 518"x10'-0"GROUNDING RODE7- �-- OPP THE INFORMATION CONTAINED IN THIS SET OF OOCUMENTG •• \ AT 10'-0'O.C.MIN(TYP)(PBO) ISPROPRIETARYSYNATUREAHYUSEORDEClO511RE0 I'W DE$LOT,TYP XO MER THAN ICH SRE ATEDTONAMEDCL HT S EACH SIDE EXTEND 2" \ STRICTLY PRCHIIIED. • TYPE GT TYPE SS �•: ABOVE GROUND RING / /. , DRAWING TITLE: TYPE VS "-2/0 SOLID BARE CADWELD(TYP) ` TINNED COPPER NOTE `/ ' GROUND RING ELECTRICAL CONTRACTOR SHALL ORDER INDEPENDENT LAB TEST TO GROUNDING DETAILS 5/8"0x10'-0"LONG %% DETERMINE GROUND RESISTANCE AND REPORT TO AT&T _ NOTE: COPPER CLAD- -:::'!VA REPRESENTATIVE. CADWELD"TYPES"SHOWN ABOVE ARE EXAMPLES-CONSULT STEEL GROUND ROD \`'•`�� REPRESENTATIVE.NOTIFY AT&T IMMEDIATELY IF RESISTANCE EXCEEDS DRAWING NUMBER: 5 OHMS.ELECT.CONTRACTOR SHALL DETERMINE FROM TEST NUMBER WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS OF RODS REQUIRED.COVER AND WELL ON DWG.1 IS TYPICAL OF(I) TO BE USED FOR THIS PROJECT. ROD.ALL OTHER RODS REQUIRED ARE TO BE BACK FILLED. v r_n ,n Q CADWELD DETAILS 4 TEST WELL 3 GROUND ROD 2 NOT USED 1 C L L CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:NTS 111E17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS \ \.:>,,-..*.-: V /I// / 11 \\\'\--.. , - ,, //// / ) / / ) PLANT SCHEDULE - (TYPE) 1 \ /1 // I 1 \\ \ s', '''', / II , --- //// il , if , . \ \ \ ' ,/ 1 15 INFRASTRUCTURE / I ' / / / / / r . \\ \ \ \' / /I, `LARF.E SHRUB-VERTICAL ELEMENT i 1 / / /1 1 1 / I 1 \ \ \ \ , E'.,EP'',FEEN SHRUB 2 10 FT,LI P\P IGH: ., "../ :z 0 c TEN LEDG- ;ART IA1 _1F FLILL SH ACT \ \ • TA 1 \ \ I 101a ' a.l.0 tR‘,/'TA E I TN JJA OCCIDENTAL IS I . / / i / ', / r I EA I- F..S9,S BE&T IN 1.1 LF 1 1 i , - \ =PLANS PREPARED BY UR) '.1.0./ILS AND DES IEL AT INT-WIND. '' //' I lt ,si I I'''''-----...„........... teCOPINOPCIFT01.10 ..\ . i NOTE 1 \ ., ..ELFCTED APE DROUGHT TOLERANT AND DEMAND LOW WATER;JSA0-F , , \ :11 ,, , ..-----... 169,a woorn,A00:0LINE4EvIRE471:4971::.7r2IE SOU 21r ,..--- / \ SE)TREES ir YP PD81 , , \\\\\ \ ‘ ) PROPOSED 1.-100.HIGH STEEL / -PROPOSED LANDSCAPE GREENBURG 10250 SW NOP L-I L-L',LA STREET BUFFER ON WEST SIDE ONLY \ i 1 \II \ / \VI MONOPOLE(BY OTHERS) ; r ISSUED FOR , L-,:-;I's•-•;\ ,-7..--, -7-., ,,-(--7----;\ rr'-4--1 .' CONSTRUCTION _ K<L>,s-‘'A) .r(c, C.,,,_i_f:S1 ?,-`-'_A r%-('‘,5`--[ `1(1--''- '1-1\ '1 r‘:r:`,.. -1 r'-r7"1 r-r--.---1 , 1 ‘- r"----1 . \.. -.---- -,,-, e 5 ( ( ..,.,?5 (1),,?1 <e,-;A ( ‹1)--‘?1/ -`(;.(", c,1 jd"-( -""-1?1 ' ..., ..., t, ..,\. --- i,,,„ -- ,-....-__-.J -,..,-_-_) -,,,;_,/,)-' .,-, 1..-,‘ ..----,, ..,\.. .-/- ,-0 .,,...s S „i3, 1 ', - --' -•,‘, -- (-,L - .... 1.-...-=[_) V.,..z__- )"j. 2,1 ...REv.:777s7 F,ORI .=,II 1 BY—,i PROPOSED WIC L,1-•z„I:l../.1,--' PROPOSED ARBORVITAE EQUIPMENT SHELTER ., .....--"-- TO REACH 6'TALL&95%II 0 ---' ID x -,-) x s.\0 , .0_ . A ,„. , .,_, ,,EC OPACITY WITHIN 3 YEARS , ____„---__—________ 0----K--- 0 ( , _„...---. CC"‘'_)-.51c ''- '''---. 1 \ i.-.‘").-c--- iii .... --=.AT 1 , ___ ... -,...._-/), _ _-PROPOSE° NATURAL GAS GENERATOR ,. —0-1 - J yo-1--‘ — 340,000 BTU i \ I FA.,,I ti I i __-----. -., 7:1 i li / ,c .\ 4 CYLINDER INTERNAL -DRAWN BY ,i[ ......... -.. I C..3 1 ,..„ 1 ).- '' • a l'''':,:-, . .% /7._ -I. ,,.. -TI ; i...,‘,.''...7-- 10-29-19 I c.., ' 6---11._-.;-',-•-;---:----- I, --,_:-.1J COMBUSTION ENGINE 1 .._ [.1, 1 ,..... , dm y 7'!, L.---(--a'r-\ . - ..... _ -- I c_ -'.;1 ..- ,_:i':.;"'l (7\7)L c. ' .\''''1 •4.,,_ 1 [ -'-' .2t., l'ir w 0, 3 asomminsion t 4-,„% i [ ,:-7 I j -\\-•,.., / I r . , 1 7 -I- — - — - - ----VI _ 11" WATER COLUMN ' 11 / , - I .J r ‘<-7-1-k TO GENERATOR (/' 1 ''• i ' xl) (iil%?1 P I ..rx —P--x---P—Erj -p-_-:----.p...--s—p P---;-P--------' \.. ..... _____cAs_..GAs cAs_ GAs—GAs------GAs(f---_-)cgs______ _GAs—_GAs______.GAs___a4s __,.„„„/ -c C.ITC PIETARI; ER,0 I 0. ' I i . 1 10.-. .--- 0 `,. E.- V C I rlvt-1 - INFIX.G10S-S AND Ai 1 i- C 0,s- A - E I BUILDING E FIAM.-0 ARE a/PERS-TT 1-',1 1 /5 I ,5 •1,11111III'iM/11111-$,1 1 „ ‘-,,\ 7-,--- ' 5flf/.11111$H:1)11111, ''1 - 'ffni,,ITT" ., FT1c(t1011/11DID,IIITTI OHM!) IIIIIIIIrf/(121II ?. I PS fNI-OPMAXION Lutd1A,E_0. F' _LI of, _ ., Tti,iinrWII/IllillIlill,T,ii?iiilif,.[MTITTITTITFITT4 11-•:-IIII;:i NW NATURAL 1.25" IPS POLYLINE 1-71-77-7Trrri-Trrn-----r GAS METER WITH 1.25" WOG [ LANDSCAPING PLAN . 1513 C REGULATOR SHUT OFF VALVE 2 PSI 4 8 1 ,- ,._ , if f- LANDSCAPING PLAN i,,, , , ....1 ;n or.--•i'-o- GENERAL EXECUTION ' • a1'+ A. ALL SITE PLAN DIMENSIONS AND CONDITIONS,BUILDING DIMENSIONS,AND SITE DEVELOPMENT A SOIL PREPARATION. 111p• ;-PRUNE WI LANDSCAPE SHOULD BE VERIFIED PRIOR TO INSTALLATION. ARCHITECTS APPROVAL B. IN AREAS WITH NATIVE TOPSOIL REMAINING UNDISTURBED,AMEND SOIL IN PLANTING HOLE PER % INFRASTRUCTURE SCOPE OF WORK DETAILS AND AS FOLLOWS ALONG WITH ADDING AMENDMENTS AT RATES SPECIFIED BELOW. IN ALL P A RTNERS r �p�;.• - OTHER AREAS,WHERE TOPSOIL HAS BEEN REMOVED OR DISTURBED,PREPARE PLANTING BEDS AS 4.',.'\S/ A. FURNISH ALL MATERIALS,LABOR,EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH SOIL FOLLOWS. SCARIFY TO A DEPTH OF 12 INCHES AND APPLY A MINIMUM OF 4 INCHES(AFTER , ;- PREPARATION,PLACEMENT AND GRADING OF TOPSOIL MATERIAL,PLACEMENT AND GRADING OF FILL �5':L - MATERIAL(IF REQUIRED),PLACEMENT OF SPECIFIED PLANT MATERIAL,FERTILIZERS,STAKING AND COMPACTION)OF SPECIFIED COMPOSTED MULCH ALONG WITH THE FOLLOWING AMENDMENTS PER' V.-3/4,1'- MULCH,PROTECTION,MAINTENANCE,GUARANTEE.CLEANUP,DEBRIS REMOVAL,AND RELATED ITEMS 1000 SQUARE FEET(20 LBS JERSEY GREEN SAND,10 LBS.NORTH ATLANTIC KELP MEAL,50 LBS. i`,� ;_, , GROUND LIMESTONE,25 LBS.MONTANA ROCK PHOSPHATE)AND ROTOVATE INTO THE TOP 12"INCHES - NECESSARY OR INCIDENTAL TO COMPLETE THE WORK SHOWN AND SPECIFIED. OBTAIN NECESSARY OF THE SUBSOIL. THEN APPLY 4"INCHES OF SPECIFIED TOPSOIL,TO PROVIDE FOR EASE OF GRADING =PLANS PREPARED BY: ',M$ /- PERMITS AND INSTALL PER LOCAL MUNICIPAL CODE AS WELL AS NEIGHBORHOOD CODES, /- --1/4.�G• IE� �--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 2e IN ALL THE FOLLOWING: 1"INCH COMPOSTED MULCH,2 INCHES 50/50 MIX OF WASHED SAND& VINYL TUBING r a' - SITE PREPARATION TO NCH PEA PECVEE,AND AMENDMENTS,INSTEAD OF THE 4"INCHES OF COMPOST,THEN APPLY ►-• Tq„~ &I a ' TOPSOIL AS SPECIFIED. REMOVE ALL DEBRIS AND ROCK OVER 2". �./ SET CROWN NURSERY A PROTECT TREES AND SHRUBS ON SITE DURING CONSTRUCTION BY FENCING OFF WITH 4' 1A9'2B WOODINVILLE-REDMOND MD NE,&ITEM HEIGHT(2"ABOVE TEMPORARY ORANGE POLY FENCING.FOR DAMAGES FOR LOSS OR INJURY SEE(NOTE 19 B.) ROUGH GRADING WOODINVILLE,MINIM A ✓ 1y� T �' / TOPSOIL FINISH GRADE) j `_ A. ALL AREAS SHALL BE ROUGH GRADED WITHIN 0.10 FOOT BEFORE PLANTING. ALL GRADES SHALL PHONE:42s xcinz �u x , B. THE SITE TO BE CLEARED AND GRUBBED OF ALL VEGETATION,PAVING,GRAVEL BASE AND OTHER WWW.CORNERSTOIE-ENGROOM m1 x i '% e / /-ROLL TOP 113 OF BURLAP DEBRIS NOT TO REMAIN. SUB-GRADES ARE TO BE SET PRIOR TO LANDSCAPE INSTALLATION- PRODUCE POSITIVE DRAINAGE AWAY FROM BUILDING AND THROUGH ALL PLANTER AREAS TO AVOID n LOW SPOTS AND STANDING WATER. AREAS SHALL BE GRADED SUCH THAT NEW GRADES MEET AND q i Y (' AWAY FROM BALL =PROJECT INFO: ro {' P \ / 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 v II ,` EROSION CONTROL NETTING PER MANUFACTURER RECOMMENDATIONS \ �I RI ( x / / 2"MULCH AND FINISH GRADE SPECIFICATIONS BELOW,MINUS DEPTH OF TOP SOIL,FILL AND MULCH AS PD81 D + I I�+ % / SPECIFIED. ix syr i / , 232 WOOD STAKES FINISH GRADES i' -- e Illtjlz s�A / / / STAINED DARK BROWN 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 s., s ,. DRIVE STAKES TO RAISED A MINIMUM OF 6 INCHES IN THE CENTER OF THE BED FROM THE TOP OF CURB AND/OR GREENBURG 1 'N ,L, / / / SUFFICIENT DEPTH TO RESPONSIBILITY PAVING. + ('. / SUPPORT ROOTBALL 10250 SW NORTH DAKOTA STREET A. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ADJACENT �Il714 R' / CREATE SWALE PROPERTY,EXISTING PLANT MATERIAL DESIGNATED FOR PRESERVATION,AND SAFETY OF THE PLANTING, GUYING AND STAKING(PER DETAILS AND AS FOLLOWS) TIGARD,OR97223 All / FOR OR F PLANTING GENERAL PUBLIC. A. PLANT ONLY DURING SEASONS OF LOCALLY ACCEPTED PRACTICE. WASHINGTON COUNTY 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: �'�� '• N —SCARIFY BOTTOM OTHER TRADES AS NEEDED. `' ; ✓ X, _ &SIDES OF HOLE C. LAYOUT OF MASS PLANTINGS PER DETAIL AND MAINTAIN A 2'CLEARANCE FOR CAR OVERHANG AND r CONSTRUCTION -s,vL T,'„/ > _ C. UTILITIES: THE LANDSCAPE CONTRACTOR SHALL CALL THE UNDERGROUND UTILITIES LOCATOR FROM PAVING,WALLS,CURBS.AND PROPERTY LINES. i , h;,- ° ' I _ —BACKFILL MATERIAL _ 1� a ' • -¢ I' (1/2 NATIVE,1/2 TOPSOIL) SERVICE (1-800-424-5555)PRIOR TO COMMENCING WORK. HE SHALL BE HELD RESPONSIBLE FOR REV:'DATE:=ISSUED FOR BY _ PROTECTION 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. Q JURISDICTION-NORTH j L- &WATERED IN 8 10-29-19 ELEVATIONISCREEIUI(' DRA • E. IF HEAVY CLAY IS ENCOUNTERED,AMEND PLANT HOLE BACKFILL VMTH 50%NATIVE SOIL,AND 50%MIX r ,-(I I11 l ! VERIFICATION OF EXISTING CONDITIONS OF COMPOSTED MULCH,PEA GRAVEL,AND SAND,CREATE DRAINAGE AWAY FROM HOLE IF IT HOLDS Q7 10-22-19 REVISED REDS DRA _ ,_„ ;j A. BEFORE PROCEEDING WITH ANY WORK,THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL WATER DIMENSIONSPERTAINING TO THE LOCATION OF WALLS,VAULTS,LIGHT STANDARDS,HYDRANTS,AND US/2 12" ANY OTHER EXISTING CONDITIONS,INCLUDING ADVERSE DRAINAGE. SHOULD ANY ERRORS OR F. FERTILIZE ALL PLANTINGS WITH SPECIFIED FERTILIZER PER MANUFACTURER RECOMMENDATIONS. A 07-02-19 REVISED REDS DRA ' CONFLICTS IN DRAWINGS OR SPECIFICATIONS OCCUR,THE LANDSCAPE CONTRACTOR SHALL NOTIFY TREE PLANTING / STAKING THE ARCHITECT IMMEDIATELY. G. AMEND PLANT HOLE BACKFILL WITH SPECIFIED POLYMER PER MANUFACTURER RECOMMENDATIONS. Q 05-29-19 REVISION LJS 22x34 SCALE:NTS I11x17 SCALE:NTS 8 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 L STANDARDS AS PUBLISHED IN THE"AMERICAN STANDARD FOR NURSERY STOCK"AND AS NOTED ON ROOTS SHALL BE PRUNED BEFORE PLANTING. 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 ei`O'Neq •. A. CLEAN ALL PLANTING AREAS AND FINISH RAKE. WASH CLEAN ALL BUILDING AND PAVING SURFACES ' 7453SPE D. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT AND/OR OWNER THAT WERE AFFECTED BY LANDSCAPE INSTILLATION. J�� `',ice DUE TO POOR PHYSICAL CONDITION OR DAMAGE,BEFORE OR AFTER PLANTING. ' r`� PLANT PROTECTION °RE°cm. ,, • TOPSOIL A. PROTECT ALL PLANT MATERIALS AGAINST HARM FROM VEND,UNUSUAL WEATHER,AND THE PUBLIC IN `9.Q 4) 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. OT 10-2: APPROVED EQUAL. DEFOLIATION,WILT PROOFING,OR SPRAY MISTING MAY BE REQUIRED FOR UNSEASONAL PLANTING, 'EXPIRATION DATE.12/31.Q51 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 A. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE DURING THE CONTRACT PERIOD FOR FERTILIZERS AND AMENDMENTS KEEPING ALL PLANTINGS AND WORK INCIDENTAL THEREOF IN GOOD CONDITION BY REPLANTING, A. WALLS ORGANIC FERTILIZER OR APPROVED EQUAL. USE FERTILIZER APPROPRIATE TO SPECIFIC PLANT REPLACEMENT,WATERING,WEEDING,CULTIVATING,PRUNING,SPRAYING,REGUYING AND PLANT TYPE. OTHER NECESSARY OPERATIONS OF CARE FOR THE PROMOTION OF ROOT GROWTH AND PLANT LIFE. -PROPRIETARY INFORMATION: LANDSCAPE CONTRACTOR WILL PERFORM ABOVE MAINTENANCE DUTIES IN ALL LANDSCAPE FOR 6 Do NOT SCALE DRAVANGS.CO/FINAL-TOR MUST vERIPW B. JERSEY GREENSAND OR APPROVED EQUAL. MONTHS FROM DATE OF FINAL INSPECTION. ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS I,59ES OE THIS C. NORTH ATLANTIC KELP MEAL OR APPROVED EQUAL. B. PATHS,SIDEWALKS,AND ALL OTHER PAVED SURFACES SHALL BE KEPT CLEAN WHEN PLANTING AND DRAWING ARE SUPERSEDED BY THE LATEST II2VREON D. GROUND LIMESTONE. MAINTENANCE OPERATIONS ARE IN PROGRESS. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR SIPINFAIINE OTHER THAN WHICH IS RELAI®TO NAMED CLIENT IS C. THE TELECOMMUNICATION COMPANY SELECTS NATIVE ACCLIMATED AND DROUGHT TOLERANT PLANT STRICTLY PROH®DED. E. MONTANA ROCK PHOSPHATE OR APPROVED EQUAL. 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 EXCESSIVE CLIMATOLOGICAL CONDITIONS OR WORK BY OTHER CONTRACTORS,BUT SHALL BE DRAWING NUMBER: POLYMER 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 xf ��111 `2\\ INC.,OR APPROVED EQUAL. I �' ♦ Q NOT USED 4 LANDSCAPING NOTES 1 L L (J CEI JOB NUMBER: NSB 79b3004 22x34 SCALE:NTS 111317 SCALE:NTS 22x34 SCALE:NTS 111317 SCALE:NTS THIS,IS NQT 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 iffiINFRASTRUCTURE DRAWINGS AND ARE APPROXIMATE. SITE ADDRESS: 10250 SW NORTH DAKOTA STREET 16221 NE 72ND WAY,RTC3 4004 KRUSE WAY PLACE, A R T N E R S TIGARD,OR 97223 P.O.BOX 97061 BLDG 4004,SUITE 220 REDMOND,WA 98052 LAKE OSWEGO,OR 97035 • VICINITY MAP ZONING: TOTAL LOT AREA: I-P(INDUS196,500±STF.IAL(4.513 AC.) (503)6993050 NOTE; IMPERVIOUS HARD SURFACE: SITE COMPOUND=±476 SQ.FT.NEW CRITICAL AREAS =PEANS PREPARED BY. CONTRACTOR TO PROVIDE CONTINUOUS ^ --, l INSPECTION TO PREVENT SILT LADEN RUNOFF NO CRITICAL AREA ARE EFFECTED WITH THIS PROJECT. • edwwf7owr FROM WORK AREAS ONTO ADJACENT PROPERTIES • a'°' • N FOR DURATION OF CONSTRUCTION ACTIVITIES. • 16928 WOODINVILLE-REDMOND RD NE,SLATE2R6 VA)ODINVILLE,V7.1132 A WW2 PHONE:92E48717n WWW.CORNERSTONEIEN62.00M .Psi • ; =PROJECT INFO: sw N94,Dwwe5� P wrbiu Nun ST S sw PD81 1Y u a, w a p • Q 4 - — - - LEGEND ,Le 4 ys, • a,.> / EXISTING FLOW (----.- / GREENBURG SITE LOCATION a - a /I e : \ \ , EXCAVATING LIMITS • f R sx 10250 SW NORTH DAKOTASINtLL s r P 7 \ \'-- _ CONSTRUCTION FENCE 0 O O O TIGARD,OR 97223 ' ' sa. y -.- I ° P r- --p ) -. Fc _� \ WASHINGTON COUNTY %tic s. a e '.�O .(� �� ,,, ��m�, / / - _ SEDIMENT FENCE o 0 o v - ,,,y,,, _,� „ ,, i, ,. .,�,.- _ rmr., / • 'ISSUED FOR: c ,,, / �� / `\ CONSTRUCTION \ / / LEGAL DESCRIPTION _ / / ASPHALT ROAD - % \ _REV::DATE:-ISSUED FOR BY:- \ -- - _ - -'S - — _ _._ ��_ _� / / / / LEGAL DESCRIPTION: Q 7429-19 JURISDICTION-NORTH DRA \ II I \\ I I I ( - - ` I PART OF SECTION 35,TOWNSHIP 1 SOUTH,RANGE i WEST OF THE ELEVATION/SCREENING \ \ WILLAMETTE MERIDIAN,IN THE CITY OF TIGARD,WASHINGTON COUNTY, 10-22-19 REVISED REDS DRA V GUARD RAIL- �, 11 ^\ \ \ ` \\ OREGON,DESCRIBED AS FOLLOWS: v ��' e. °cP 6,g y „� .,, ,.. \ \\" ",\,`. P QB 07-02-19 REVISED RFOS . LJSP ®Q - y'- „ ,,, ,,, ,,,D,„ A A BEGINNING AT A POINT 3694.29 FEET WEST OF NORTHEAST CORNER OF DRA u-"' "` "u"�" "' '�1"�=�- r THE JOHN L HICKLIN DONATION LAND CLAIM,SAID POINT BEING 50 FEET ----_ • ��,I;�- ,1 V `- u / _ /u u U u \ WESTERLY OF WHEN MEASURED AT RIGHT ANGLES TO,THE ORIGINALLY A 05-29-19 REVISION L.IS ----—�-.w - ` \ LOCATED CENTER LINE OF THE SOUTHERN PACIFIC COMPANY'S RIGHT 0 1 -_ . OF WAY;THENCE SOUTH 19°30'30"EAST PARALLEL WITH THE CENTER DRAWN BY:-CHK.: AW.: �r ". \ (r_ 1L�'-°-In �--—11\a- -` -_ LINE OF SAID RIGHT OF WAY,207.49 FEET TO A POINT 35 FEET DRA MWO I am • , PROPOSED 7 1 ,' 1 —_• �. WESTERLY OF,WHEN MEASURED AT RIGHT ANGLES TO,THE LOCATED % I SEDIMENT FENCE SC3 -,-- IC n \,I. II ` CENTER LINE OF THE OREGON ELECTRIC RAILWAYS CONNECTION TO CURRENT ISSUE DATE: • EXCAVATION LIMITS I \ U ` \ THE SOUTHERN PACIFIC COMPANY'S TRACK;THENCE ALONG A LINE FOR TRENCHING(TYP) PARALLEL W1TH AND 35 FEET WESTERLY FROM THE CENTER LINE OF I 10-29-19 'I I 1 �\ 8"0-14"0 SPRUCE TREES \ 7>8 SAID CONNECTION AS FOLLOWS,ALONG CURVE TO THE RIGHT(RADIUS LICENSURE: / (E)EDGE OF ASPHALT 1 'N \ \ " AVE.HT.75'-80 AGL \\ \ N. \ 783.64 FEET)(THE CHORD OF WHICH BEARS SOUTH 3°58'30"EAST 227.8E • I FIR TREES- - \. _ \ FEET)TO A POINT:THENCE ALONG A CURVE TO THE RIGHT(RADIUS — _ - _ 1257.57 FEET)(THE CHORD OF WHICH BEARS SOUTH 6"02'10"WEST &C° INF > / �- I - _ -_ �� _ �75 - - 72.56 FEET)TOAPOINT;THENCE LEAVING SAID PARALLEL LINE,WEST—_'9 �— �� 76 J4590PE ASPHALT I Ian -tea- _ - - - - - _ _ =_ITT - �-)75 430.93 FEET TO A POINT IN THE WEST LINE OF THE PARCEL OF MPD ` A t 1 (E)GATE -�xr- -- - - _ ---•;4- CONVEYED TO THE BEAVERTON AND WILLSBURG RAILROAD COMPANY 1 Pf ``- _ _ _ 773 BY INVESTMENT CO.BY DEED DATED SEPTEMBER 78,1907 AND -' I I -_ OREGON 1 ) - i�� RECORDED NOVEMBER 7,19W,IN DEED BOOK 77,PAGE 361,RECORD OF . ,rye ,�. 2 r'F ,,� � 1-- �1 ' -;77 DEEDS OF SAID WASHINGTON COUNTY;THENCE NORTH ALONG THE Rk °'p5,� , I ` I I / ' 1 1 ~ W. 10-29-19 c )70 - WEST LINE OF SAID PARCEL OF LAND,495.0 FEET TO THE NORTHWEST ,.-PROPOSED INLET `/ I '8 / ,159_ CORNER OF THE SAID PARCEL OF LAND 353.49 FEET TO THE POINT OF IE7(PIRATION DATE 12R1Q0) \_ (E)POWER I / PROTECTION-3' I ,'`�O " ."6 I '- BEGINNING. _ CONDUIT I I / _ =JURISDICTIONAL APPROVAL. �ESC-3 r- Welt!��_ �""� -�e1�. "� jC` ] �� I EXCEPTING THEREFROM THAT PORTION THEREOF DESCRIBED IN \I / -r-- __.__I L I DIRT-� 4 . i / DEDICATION DEED RECORDED JUNE PORTION 198E AS RECORDING I ` r4,I -_- _ 82016431. 7 7 DATED j - I 'l"--� 0• ctiTriTT115---'1 A�I"T�ftiTil�lil (11�,11�T -11111i11 _ DECEMBER72017 AT800A ) REPORT NO.36261002,D E `'�' (PER TICOR TITLE COMPANY TITLE 7 r( r` i re), '`TTT7'-fTfl_PROPOSED 100.0'- - - III II (E)STORM DRAIN I - \ 1 1 1 1 1 1 1 1 1 1 1i \�` �-ASPHALT L_- (E)ECO-BLOCK WALLSTALL PROJECT SCOPE `- (E)MAILBOX STAND ! I "-PROPRIETARY INFORMATION: MONOPOLE(BY OTHERS) CONSTRUCT A NEW VSCALERELESS COMMUNICATION FACILITY CONSISTING DO NOT SCALE DRAWINGS_CONTRACTOR tFUsrvERsr j = OF THE THE ADDITION OF A 100.0'MONOPOLE(BY OTHERS),(9)PANEL ALL DIMENSIONS AND ADVISE CONSULTANITS OF ANY / ,I = PROPOSED 15'-2"x28'-0" ANTENNAS(3 PER SECTOR),RRH'S(4 PER SECTOR),(2)SURGE ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF INS DRAWING ARE SUPERSEDED BY Tiff LATEST REVISION. COMPOUND(476 SQ.FT.) SUPPRESSION UNITS,(2)FIBER CABLE,(4)POWER TRUNKS, THE INFORMATION CONTAINED IN THIS SETOF DDCtMElfS dr (1)ELEVATED VERTIV WIC EQUIPMENT SHELTER MOUNTED ON A IS PROPRIETARY BY NATURE.ANY USE OR=CLOSURE S� 10'-0"x10'-0"CONCRETE SLAB&A POLAR POWER 15kW NATURAL GAS OTHER THAN WHICH IS RELATED TO NAL® BI CLL IS • CALL O WORKING DAYS - GENERATOR MOUNTED ON A 3'-0 WI"x5'-0"CONCRETE SLAB THIN A STRICTLY PROHIBITED. - BEFORE YOU MG! i = 28'-0"RISE-2"(LEASE AREA)CHAIN-LINK FENCED ENCLOSURE. DRAWING TITLE: ' = SPECIAL NOTE TO CONTRACTOR I EROSION SEDIMENT CONTROL PLAN - ANY SITE DEVELOPMENT OTHER THAN THE CONSTRUCTION OF THE L NATIONAL vnunes UNDERGROUND LOCATE i� CELLULAR COMMUNICATIONS PROJECT SHALL BE ADDRESSED BY DRAWING NUMBER. _.-«� 1o" eE�"ate®e. .. a4*w� -' - �I OTHERS.THIS DRAINAGE PLAN ADDRESSES THE CONSTRUCTION WORK "`" °OW SA"EPOS _` / AND ACTIVITIES ASSOCIATED WITH THE CELLULAR COMMUNICATIONS ^. IESS_.OWJE wm, a.md-E WA ..... _ _3` `'"`,e,cE*"-Ow+aE wpm-»tire ue PROJECT ONLY. ^ ^ J r- PLAN NORTH C`(_I _ 8 EROSION SEDIMENT CONTROL & SIMPLE DRAINAGE PLAN 1 CJ CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:1"=11Y-0" I11x17 SCALE:1"=20.-0" 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION TO SURFACE WATERS.(SCHEDULE A 7.E.II.(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.AI) MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED A.B.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 DEG 1200-C THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED 15 I NFRASTRUCTURE PERMIT REQUIREMENTS. REMOVAL.(SCHEDULE A.9.C.I) 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) ` AVAILABLE ON REQUEST TO DEQ,AGENT,OR THE LOCAL MUNICIPALITY. 27. CATCH Fqq$INS: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 REDUCEMY 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. AREAS SHALL BE CHECKED TO SEE THAT A =PLANS PREPARED BY: ANOTHER LOCATION.(SCHEDULE B.2.A) REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. GOODLLSEEDEDSTAND IS MAINTAINED.SLL AREAS SHOULD REGULARLY B FERTILIZED,WATERED, 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP.FAILURE TO (SCHEDULE A9.C.III&IV) IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED 28. WITHIN 24 HOURS,SIGNIFICANT SEDIMENT THAT HAS LEFT THE AND RESEEDED AS NEEDED. IN THE ESOP IS A VIOLATION OF THE(SCHEDULE A BA) CONSTRUCTION SITE,MUST BE REMEDIATED. INVESTIGATE THE CAUSE 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF c v'''w<<_''w' '"' ' 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. ISM WOODINVILLE-REDMOND RD NE,SAMZI4 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 8e072 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.9.8.1) PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS WW^W.CORNERSTONEENGR.CON 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED.SUBMITTAL OF 29. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DEMAND. =PROJECT INFO: 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 NECESSARY REVISION TO DEO OR AGENT.(SCHEDULE Al2.C.111) MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES.SEDIMENT B. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO (SCHEDULE A.9.B.II) 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 6. INCREASE AND MAINTENANCE FREQUENCY. INSPECT 9. IDENTIFY,MARK,AND PROTECT(BY FENCING OFF OR OTHER MEANS) SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. BMPS EARLY BMPA INSPECTIONN OFTEN TO S BMP PERFORMANCE CO GET A GREENBURG CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT (SCHEDULE A.7.F.I) HANDLE ROL THE EFFECTIVENESS ASSESSSS O THE DESIGN GIVENE EE TREES AND ASSOCIATED ROOTING ZONES,AND VEGETATION AREAS TO 31. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE CONDITIONS.ALE ADJUST AND INCREASE HE BMP ACCORDINGLY. BE PRESERVED.IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A10250 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 (2)) THAT PORTION OF THE SITE. (SCHEDULE A.7.F.II) 8. FROM OCTOBER 1 THROUGH APRIL 30,NO SOILS SHALL REMAIN EXPOSED 22x34 SCALE:NTS 111x17 SCALE:NTS 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 1. ARRANGE ANDATTEND 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 -ISSUED FOR: AFTER GRADING OR CONSTRUCTION.IDENTIFY THE TYPE OF UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS OR SITE INSPECTOR. ANDMORE THANSEVEN DAYS. [REV::BATCSTRUt VEGETATIVE SEED MIX USED.(SCHEDULE A7.6.111(i)AND A.7.B.111(3)) ESTABLISHED.HOWEVER,DO REMOVE ALL TEMPORARY EROSION 9. SOIL SHALL BE MANAGED IN A MANNER THAT DOES NOT PERMANENTLY ONCTIOii 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 DISTURBANCE AND/OR COMPACTION OCCUR THE IMPACT MUST BE E:-ISSUED FOR: �. 3. CALL ONE-CALL UTILITY LOCATE SERVICE PRIOR TO ANY EXCAVATION WORK. DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED,REPAIRED, OF CONSTRUCTION MATERIALS AND WASTE,INCLUDING SEDIMENT CORRECTED AT THE END OF THE CONSTRUCTION ACTIVITY. THIS SHALL JURISDICTION-NORTH AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED RETAINED BY TEMPORARY BMPS. (SCHEDULE 0.7.B.111(2)AND A.S.C.III) INCLUDE RESTORATION OF SOIL DEPTH,SOIL QUALITY,PERMEABILITY, A 10-29-19 ELEVATIOWSCRE@9NGGRA FOR THE DURATION OFCONSTRUCTION,AND CATCHA I BASINS APROTECTION ROPR FOR AND PERCENT ORGANIC MATTER. CONSTRUCTION PRACTICES MUST NOT 4. WHEN, PERIMETERIF, CE PROTECTION(SILT FENCE,BRUSH BARRIER.ETC.) ACTIVE STORM DRAIN INLETS AND (SCHEDULE APPROPRIATE WHEN,AND IF,NECESSARY. NONSTORMWATER POLLUTION CONTROLS.(SCHEDULE A7.0.1 AND A.B.C) CAUSE DAMAGE TO OR COMPROMISE THE DEPTH OF PERMANENT Q7 10-22-19 REVISED REDS GEM 12. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT LANDSCAPE OR INFILTRATION AREAS. 5. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WI CITY OF WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SCHEDULE 10. LOCATE ANY SOIL PILES AWAY FROM DRAINAGE SYSTEMS. SOIL PILES Q 07-02-19 REVISED REDS Lai TIGARD STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. A.8.C.I.(6)) SHOULD BE TARPED OR MULCHED UNTIL THE SOIL IS EITHER USED OR ORR• 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. Q5 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.B.C.II.(2)) BACKFILLING. THIS WILL ELIMINATE ANY SEDIMENT LOSS FROM SURPLUS DRAWN BY:-CHK.: API/.: 7. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO 14. ESTABLISH MATERIAL AND WASTE STORAGE AREAS,AND OTHER FILL. f THAT A S IN CACCORDANCE W/THE THEIEROSION AND CSEDIMENT CONTROL NON-STORMWATER CONTROLS. (SCHEDULE A.B.C.I.(7)) 12. PROVIDE FOR PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT DRA MWO IS ALWAYS IN ACCORDANCE 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:CRAWLED(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. 10-29-1 J 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/ WHEN TRUCKING SATURATED A SOILS7.D.11. I AND FROM THE [LICENSURE: STRAW.WOOD FIBER MULCH.COMPOST.PLASTIC SHEETING OR 16. WHEN TRUCKINGTRUCKSROR DRAIN LOADSON ISITE.EITHEREL USE WATER-TIGHT OR ON SITE.(SCHEDULE A.7.D.11.(3)) 03 EQUIVALENT. 17. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO 9k E°A'IN POLLUTANTS FROM SPILLS;VEHICLE AND EQUIPMENT FUELING, 19. STABILIZE ALL AREAS THAT REACH FINAL GRADE WAN SEVEN DAYS. MAINTENANCE,AND STORAGE;OTHER CLEANING AND MAINTENANCE 7453SPE ACTIVITIES;AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS 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,AND RK E�'.Ed' • 11.UPON COMPLETION OF THE PROJECT,ALL DISTURBED AREAS MUST BE GLUES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.I.(2)) °' STABILIZED AND BMPS REMOVED IF APPROPRIATE AFTER ACCEPTANCE BY 18. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE:WRITTEN SPILL W. OV 10-Z': INSPECTOR. PREVENTION AND RESPONSE PROCEDURES,EMPLOYEE TRAINING ON EXPIRATIONDVE:130l 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-RELFASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN • ZONE. (SCHEDULE A.9.B.111) 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 MERMEN OPERATION AND MAINTENANCE PLAN(INCLUDING SYSTEM SCHEMATIC, ALL DIMENSIONS AND ADVISE CONSiLTA111S OEANN ALL AND OMISSIONS.ALL PREVIOUS ISSUES GE INNS LOCATION OF SYSTEM,LOCATION OF INLET,LOCATION OF DISCHARGE, DRAWING ARE SUPERSEDED BY THE LATEST REVISION. DISCHARGE DISPERSION DEVICE DESIGN,AND A SAMPLING PLAN AND THE INFORMATION CONTAINED IN THIS SET OFDOOYNI N W FREQUENCY)BEFORE OPERATING THE TREATMENT SYSTEM.OBTAIN IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM.OPERATE OTHER THAN WHICH IS RELATED TONAMEDCYEMT le 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 [DRAWING HOLIDAYS AND WEEKENDS,IF NEEDED.THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS ATALLGENERAL NOTES TIMES OF THE YEAR.(SCHEDULE A 7.B) ' 23. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED NUMBER: OR COVERED,OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING ;'g� ESC-2 8 CONSTRUCTION SEQUENCE 4 STANDARD ESC NOTES 2 CONSTRUCTION SWPPP CEI JOB NUMBER: NSB 19-53004 22x34 SCALE:NTS 111x17 SCALE:NTS - 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS ANGLE FILTER FABRIC ♦ +� FENCE TO ASSURE SOIL IS TRAPPED INFRASTRUCTURE % P A RTNERS 1 I' =PLANS PREPARED BYryii COPIVIIIVTOWI• 41 ` ` 15928 WOODINVILLE-REDMOND RD NE,SURF 210 WOODINVILLE,WA mon PHONE 4254821232 WPM CORNERSTONE-ENDA COM I 1 =PROJECT INFO: PD81 INTERLOCKED 2"x2" - GREENBURG POSTS&ATTACH- PLAN VIEW 10250 SW NORTH DAKOTA STREET TIGARD,OR 97223 WASHINGTON COUNTY ISSUED FOR: CCONSTRUCTION 3'-0"MIN. ., USE STITCHED LOOPS REV,:DATE:=ISSUED FOR: BY: -_— __._-_----- OVER 2"x2"POSTS FROM TOE SLOPE Q 102919 JURISDICTION-NORTH DRA ELEVATION/SCREENING --- ---- 1 } A 10-22-19 REVISED REDS DRA I Q 07-02-19 REVISED REDS US, DRA NOT USED NOTE; 3 1 BURY BOTTOM OF FILTER FABRIC 6" Q5 05-29-19 REVISION LJS �+ VERTICALLY BELOW FINISHED GRADE, 22x34 SCALE:NTS I11x17 SCALE NTS = I 2. 2"x2"FIR,PINE OR STEEL FENCE POSTS. W -DRAN BY:=CHK-: APV: I I I 3. POSTS TO BE INSTALLED ON UPHILL L DRA MWO MWO I 4 SIDE OF SLOPE- o ICURRENT ISSUE DATE I 1 1 4. COMPACT BOTH SIDES OF FILTER I I I l I, I FABRIC TRENCH. 10-29-19 - 11 1 I _ 1'. 1 5. PANELS MUST BE PLACED ACCORDING - CATCH BASIN GRATE - I I I -I I --III 11 - I I I I—I I_ - + TO SPACING ON DETAIL NO.940. LICENSURE I I t, <PS4➢PREP I"REBAR FOR I I ''I 9A 0N.,rt:e "A BAG REMOVAL I I !' V 14598FE 0. -EXPANSION RESTRAINT PROFILE VIEW R , o= 8 (-.& • TC>2r ': . < ' EXPIRATON DATE.12f31. .. CATCH BASIN Yy� ir1' ,, = FILTER FABRIC MATERIAL IN =JURISDICTIONAL APPROVAL` CONTINUOUS 36"WIDE ROLLS STORM PIPE VW III RUBBER BLOCKS 1 h??? ., ,„thy�'�r' /, IN j 1 War ' '�> � �e'``� � ' ,r —PROPRIETARY INFORMATION { 1 GROUND SURFACE Y 'Y J �: DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY . C�1', ��' Y ALL CIMENSIONS AND ADVISE CONSULTANTS OF MW � - � � � � � � � � EDWING ARE SUPEREDED BY THERRORS AND OMISSIONS ALL PREVIOUS 15cIfREVISION 5OF THIS -POLYPROPOLENE • I THENFORMATION CONTAINED IN THIS SETEOF DOCUMENTS Fp I , I IS PROPRIETARY BY NATURE.ANY USE OR DSCLnNIIRE FILTER SACK(WOVEN) )__ -. -"i } 4 '.N - - OTHER THAN WH CH IS RELATED TO NAMEDCLENT IS ''O I I I STRICTLY PROHIBITED. I II NOTE I i I DRAWING TITLE. 1. RECESSED CURB INLET CATCHI I 6'-0"MAX. __ ` DETAILS I I BASINS MUST BE BLOCKED WHEN ...---- -- .-- USING FILTER FABRIC INLET SPACING SACKS.SIZE OF FILTER FABRIC 2"x2"DOUGLAS FIR OR EQUAL DRAWING NUMBER: INLET SACKS TO BE DETERMINED BY MANUFACTURER. FRONT VIEW 6 3 ESC-3 8 INLET PROTECTION TYPE 5 2 SEDIMENT FENCE CEI JOB NUMBER 22x34 SCALE:NTS I11x17 SCALE:NTS 22x34 SCALE:NTS I11x17 SCALE:NTS : NSB 1453004