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Plans (60) IGg .1,3 -60,2'i 7 r ■ Lv?..SU Nvaz. 041c0`k at&t CITY OF TIGARD RECEIVED ,...___,&.----.0.611-L___ �mobility Approved ...........[ ] a t&t Conditionally Approved...„.........[ ] D T 8 2013 See Letter to:Follow [ ] Attached.NNN.M.M..[ ] CITY OF TIGARD ■ Permit Number. miiii Your world. Delivered. Address: BUILDING DIVISION PACIFIC TELECOM SERVICES, LLC By: Date: 100% Approved pians P D 81 G RE EN B U R.G CONSTRUCTION shall be on job site. DRAWINGS d�, 10-08-2013 j 10250 SW NORTH DAKOTA ST ... v f-1 SITE COPY TIGARD, OR 97223 THOMAS R. HOL AA RFDS V1.0 DATED 07/22/13 05 � '� • >U� SEATTLE, WASH REN. 06-30-14 PROJECT INFORMATION VICINITY MAP DRAWING INDEX LEGAL DESCRIPTION OF O PROJECT DESCRIPTION; w SHEET DESCRIPTION i-1 TITLE SHEET PART OF SECTION 35, TOWNSHIP 1 SOUTH, RANGE AT&T PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY ADDING A 20' EXTENSION TO AN . WEST, OF THE WILLAMETTE MERIDIAN, IN THE COUNTY EXISTING 100' STEEL MONOPOLE TO MOUNT (12) ANTENNAS, (18) RRH'S, (4) DISTRIBUTION UNITS & (1) GPS. ¢�44. ,. G-1 GENERAL NOTES & SYMBOLS OF WASHINGTON AND STATE OF OREGON, DESCRIBED INSTALLATION ALSO INCLUDES EXPANDING THE EXISTING FENCED COMPOUND 17' TO THE WEST AND 6' TO THE NORTH TO "• AS FOLLOWS: BEGINNING AT A POINT 3,694.29 FEET ENCLOSE A PROPOSED 11'-5"x26'-0" PREFABRICATED EQUIPMENT SHELTER (BY OTHERS). SVt SITE SURVEY (BY OTHERS) WEST OF THE NORTHEAST CORNER OF THE JOHN L. N A-1 SITE PLAN HICKUN DONATION LAND CLAIM, SAID POINT BEING 50 FEET WESTERLY OF, WHEN MEASURED AT RIGHT A-2 EXISTING COMPOUND PLAN ANGLES TO TO ORIGINALLY LOCATED CENTER LINE OF APPLICANT; PROPERTY OWNER; A-3 PROPOSED COMPOUND PLAN THE SOUTHERN PACIFIC COMPANY'S RIGHT OF WAY; % AT&T MOBILITY PASCUZZI INVESTMENT LLC THENCE SOUTH 19'30'30" EAST PARALLEL WITH TME 19801 SW 72ND AVE 10250 SW NORTH DAKTOA ST A-4 EXISTING & PROPOSED NORTH ELEVATION CENTER UNE OF SWD RIGHT OF WAY, 207.49 FEET TO TUALATIN, OR 97062 TIGARD, OR 97223A POINT 35 FEET WESTERLY OF WHEN MEASURED AT PH: (503) 888-3995 _ ”°" A-5 EXISTING & PROPOSED WEST ELEVATION RIGHT ANGLES TO THE LOCATED CENTER LINE OF THE A-6 CONSTRUCTION DETAILS OREGON ELECTRIC RAILWAYS CONNECTION TO THE II���/// Ya CODE INFORMATION TOWER OWNER; SOUTHERN PACIFIC COMPANY'S TRACK;THENCE ALONG ,,r A-7 CONSTRUCTION DETAILS A LINE PARALLEL WITH AND 35 FEET WESTERLY FROM (n ZONING CLASSIFICATION: I—P INDUSTRIAL PARK CLEA1475 120THIRE .," E-1 SCHEMATIC GROUNDING PLAN THE CENTER LINE OF SAID CONNECTION AS FOLLOWS, Q 1475 AVE NE (— BUILDING CODE: 2012 IBC ,.,, , ALONG CURVE TO THE RIGHT (RADIUS 783.64 BELLEVUE, WA 98005 E-2 GROUNDING & ELECTRICAL DETAILS FEET)(THE CHORD OF WHICH BEARS SOUTH 3'58'30" �1' a CONSTRUCTION TYPE: IIB CONTACT: LONNIE GUIN _ ¢ N PH: (206) 255-3929 E-3 ELECTRICAL DETAILS EAST 227.82 FEET) TO AP OINT; THENCE ALONG A C] n OCCUPANCY: U, S-2 `""' CURVE TO THE RIGHT (RADIUS 1,257.57 FEET)(THE S-1 STRUCTURAL NOTE & DETAILS CHORD OF WHICH BEARS SOUTH 6'02'10"WEST, 72.56 JURISDICTION: CITY OF TIGARD SITE ACQUISITION; W PACIFIC TELECOM SERVICES • FEET) TO A POINT THENCE LEAVING SAID PARALLEL W Ct O - CURRENT USE: TELECOMMUNICATIONS FACILITYUNE WEST 430.93 FEET TO A POINT IN THE WEST UNE 0 1001 SE WATER AVE. SUITE 180 OF THE PARCEL OF LAND CONVEYED TO THE ))) Z t7 PROPOSED USE: TELECOMMUNICATIONS FACILITY PORTLAND, OR 97214 ' '''.4 BEAVERTON AND WILLSBURG RAILROAD COMPANY BY /�/ 3 Q CONTACT: CRAIG COMMERFORD THE INVESTMENT CO. BY DEED DATED SEPTEMBER 18, w Lt PH: (503) 232-5213 1907 AND RECORDED NOVEMBER 1, 1907, IN DEED TELCO COMPANY; r I"� o BOOK 77, PAGE 361, RECORD OF DEEDS OF SAID v CENTURYUNK ZONING; .I } - WASHINGTON COUNTY; THENCE NORTH ALONG THE WEST N PH: TBD - NORTHWEST CORNER OF THEUNE OF SAID PARCEL OF LSAID PARCEL OF LAND; 0 POWER COMPANY. 1001 SE TELECOM SERVICES SUITE 180 THENCE WEST ALONG THE NORTH LINE OF SAID 00 PGE PORTLAND, OR 9721411=1...HPH: TBD CONTACT: ZACH PHILLIPS • ' .,.,SITE O PARCEL OF LAND 353.49 FEET TO THE POINT OF PH: (503) 232-5213 w,..... BEGINNING. SITE LOCATION: (BASED ON NAD 83l• CONSTRUCTION MANAGER; Q LATITUDE: 45' 26' 19.67" N PACIFIC TELECOM SERVICES LONGITUDE: 122' 46' 54.92"W 506 2ND AVE, 2ND FLOOR CAINI SEATTLE, WA 98104 TOP OF STRUCTURE AGL: 121'-0"AGL CONTACT: ZACHNESGODA PH:: 342-6383 DRIVING DIRECTIONS ABBREVIATIONS BASE OF STRUCTURE AMSL: 169.6'1 (206) FROM AT&T REGIONAL OFFICE, REDMOND, WA: A/C AIR CONDTDONING GC GENERAL CONTRACTOR PLYWD PLYWOOD PARCEL NUMBER(S); AGL ABOVE GROUND LEVEL GPS GLOBAL POSITIONING SYSTEM PROJ PROJECT R273402 HEAD EAST ON NE 72ND WAY TOWARD 164TH AVE NE 144 FT APPROX APPROXIMATELY GRNO GROUND PROP PROPERTY TAKE THE 1ST RIGHT ONTO 164TH AVE NE 203 FT PT PRESSURE TREATED TURN RIGHT ONTO BEAR CREEK PKWY 0.3 MI LEASE AREA; TURN LEFT ONTO LEARY WAY NE 0.3 MI BLK BLOCKING HRHORZ HORIZONTAL HOUR REQ REQUIRED 532 SO FT TAKE THE RAMP ONTO WA-520 W 5.0 MI HT HEIGHT RF RADIO FREQUENCY REVISIONS TAKE THE INTERSTATE 405 S EXIT TOWARD RENTON 0.2 MI CLG CEILING HVAC HEATING RM ROOM N0. DATE DESCRIPTION INITIAL MERGE ONTO 1-405 5 14.9 MIA 07/15/13 ISSUED ion BREW COIISTRUC1 I KB TAKE THE INTERSTATE 5 S EXIT TOWARD PORTLAND 0.3 M COR CLEARCOAXIAL VENTILATION RO ROUGHT OPENING MERGE ONTO I-5 159 MI COAX CABLE AIR CONDITIONING RRH REMOTE RADIO HEADITI0 01/30/13 ISSUED Ran 100%CONSTRUCTION J TAKE EXIT 3026 FOR INTERSTATE 405 W/US 30 W TOWARD BEAVERTON 0.6 M CONS CONCRETETRRRU REMOTE RADIO UNIT 1 t0/Oe/t3 ISSUED RN laox CONSTRUCTION w3R / CONST CONSTRUCTION US D NCDIAMETER • TAKE EXIT 1D TO MERGE ONTO US-26 W TOWARD BEAVERTON 6.6 M CONT CONTINUOUS N NCH SHT SHEET GENERAL INFORMATION; TAKE EXIT 69A FOR OREGON 217 S TOWARD BEAVERTON/TIGARD 5.1 M NFO NFORMATION SIM SIMILAR , TAKE EXIT 5 FOR GREENBURG ROAD 0.2 M 1. PARKING REQUIREMENTS ARE UNCHANGED. DBL DOUBLE NSUL NSULATIONNTERIOR SPEC SPECIFICATIONSQUAREF 2. TRAFFIC IS UNAFFECTED. TURN RIGHT ONTO SW GREENBURGMANAVEROAD 1840. M DIA DIAGONAL NT NASF LE FOOT TURN RIGHT ONTO SW TIEDEMAN AFT DIAD DIAGONAL BC NTERNATIONAL SS STAINLESS STEEL SUGHT RIGHT ONTO SW NORTH DAKOTA ST 0.1 MI DN DOWN BUILDING CODE STL STEEL DESTINATION WILL BE ON THE RIGHT DET DETAIL STRUCT STRUCTURAL APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE DWG DRAWING LBS POUNDS STD STUD LMU LOCATION MEASUREMENT UNIT SUSP SUSPENDED PROJECT TEAM RF ENGINEER: LANDLORD: ELEV ELEVATION LTE LONG TERM EVOLUTION THRU THROUGH NOT FOR CONSTRUCTION UNLESS ELEC ELECTRICAL MAX MAXIMUM TMA TOWER MOUNTED AMPLIFIER LABELED AS CONSTRUCTION SET RF MANAGER: SITE ACQUISITION: 1 EO EQUAL MECO MECHANICAL TANG TINNED PROJECT ARCHITECT PROJECT CONSULTANT PROJECT CONSULTANT; OPPS MANAGER: ZONING AGENT: EQUIP EQUIPMENT MTL METAL TYP TYPICAL PACIFIC TELECOM SERVICES EXT EXTERIOR MFR MANUFACTUREAGER SHEET TITLE THOMAS R. HOLLAND, AIA DUNCANSON COMPANY, INC CONSTR MANAGER: PROJECT MANAGER MGR MANAGER LINO UNLESS NOTED OTHERWISE TITLE SHEET PACIFIC TELECOM SERVICES, LLC 145 SW 155TH STREET, SUITE 102 506 2ND AVE, 2ND FLOOR FIN FINISH MIN MINIMUM 506 2ND STREET 3RD FLOOR SEATTLE, WA 98166 SEATTLE, WA 98104 NSB MANAGER: CONSTR MANAGER: FLUOR FLUORESCENT MISE MISCELLANEOUS VERT VERTICAL SEATTLE, WA 98104 CONTACT: KATIE KENNEY FLA FLOOR VIF VERIFY IN FIELD CONTACT: AMANDA MARTIN PH: (206) 342-6382 TRANSPORT: FT FOOT NA NOT APPLICABLE PH: (206) 342-6399 EQUIP ENGINEER: FRP FIBER—REINFORCED NIC NOT IN CONTRACT W/ WITH SHEET NUMBER POLYMER NTS NOT TO SCALE W/O WITHOUT COMPLIANCE: WP WATER PROOF T-1 GA GAUGE OC ON CENTER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED GALV GALVANIZED OD OUTSIDE DIAMETER THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. il _ _._ GENERAL NOTES: SYMBOLS: 1. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND NETWORK CARRIER 19.WHEN ROOF TOP OR TOP FLOOR DECK TEMPORARY STAGING IS REQUIRED, 43.THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY GRID REFERENCE OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE MATERIALS SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE 1/4"V'���� w OMISSION,DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS, PRIOR ROOFS SO AS NOT TO EXCEED THE DESIGNED UVE LOADS FOR NE CONSTRUCTION OF THE PROJECT. V TO STARTING CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. STRUCTURE. TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED THE OR CONTRACTOR SHALL INCONSISTENCYAFTER RESPONSIBLE THE START SIR CORRECTING CONSTRUCTION ANY ERROR, WHICH WHERE THE STRUCTURE DOESN'T HAVE THE DESIGN STRENGTH FOR 44.THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS ,ma- -k � ADDITIONAL LOADING. AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. . DETAIL REFERENCE �..� mobility HAS NOT BEEN BROUGHT TO THE ATTENTION OF ARCHITECT AND NETWORK BUILDING PERMIT APPUCATIONS SHALL BE FILED BY THE OWNER OR HIS CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY 20.SEAL ALL PENETRATIONS WITHIN FIRE-RATED AREAS WITH U.L. LISTED OR REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT (UNLESS OTHER ELEVATION REFERENCE EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THE SUBJECT ARRANGEMENTS HAVE BEEN MADE)AND MAKE FINAL PAYMENT FOR SAID ERROR SHALL FIRST BE APPROVED BY ARCHITECT AND NETWORK CARRIER FACILITY AND OR PROJECT SITE. DOCUMENT CONSTRUCTION PROJECT MANAGER. (S) 21.BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE "':t' - -) SECTION REFERENCE 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT 45.NETWORK CARRIER'S REPRESENTATIVE SHALL REVIEW AND APPROVE SHOP ---- NOTIFIED PRIOR TO ANY GROUND DISTURBANCE, CONSTRUCTION, AND ANY .�.- - THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. THE THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE NETWORK CARRIER'S REPRESENTATIVE PROJECT APPROVAL OF A SEPARATE ■ ■ COMMENCEMENT OF CONSTRUCTION AND THE CONTRACTOR HAVING BEEN ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE 22.CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF FUNCTIONS. - -- CENTERLINE NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND ALL PORTIONS OF PROJECT AREADURING CONSTRUCTION. PACIFIC TELECOM SERVICES, CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR 46.ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY -- -- PROPERTY/LEASE LINE LLC TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR 23.CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING NETWORK CARRIER. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE IMPROVEMENTS, EASEMENTS, PAVING, CURBING, DURING CONSTRUCTION. UPONMO----------- MATCH LINE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY 47.CONTRACTOR SHALL PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY '- HAVE OCCURRED DUE TO CONSTRUCTION ON OR ADJACENT TO THE EQUIPMENT UTILIZED DURING CONSTRUCTION. mmi, ---- WORK POINT 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN PROPERTY. THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF 48.CONTRACTOR SHALL PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE - GROUND CONDUCTOR WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED 24.CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND T THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR DURING CONSTRUCTION DISPOSING OF ALL DIRT, DEBRIS, AND RUBBISH. MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. „O .I, ,QD SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON --- - - TELEPHONE CONDUIT -'�l THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE NETWORK THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND 49.CONTRACTOR SHALL REPLACE EXISTING LANDSCAPE VEGETATION DAMAGED DUE f CARRIER PROJECT SCOPE AND THE INTENT OF THESE DOCUMENTS. THE FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. TO CONSTRUCTION ACTIVITIES, AND REPAIR, RESTORE AND MODIFY EXISTING ---- - ELECTRICAL CONDUIT r BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE '�. ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR 25.NEW CONSTRUCTION INSTALLED ADJACENT EXISTING BUILDINGS OR IRRIGATION LINES IF NECESSARY TO OPERATING CONDITION, PROVIDING FULL O TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT OF CONSTRUCTION SHALL ARCHITECTURALLY MATCH THE EXISTING IN TERMS OF COVERAGE TO IMPACTED AREAS. - COAXIAL CABLE THOMAS R. HOL.A DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR COLOR, TEXTURE, FINISH MATERIALS, ETC., EXCEPT AS NOTED IN THE PLANS 50.IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA OVERHEAD SERVICE �c ` � EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. AND SPECIFICATIONS. / / • FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, CONDUCTORS 4. 11X17 COPIES OF DRAWINGS ARE NOT TO BE SCALED DUE TO 26. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER TO OBTAIN (fl SEATTLE, WASH DISTORTIONS RESULTING FROM MULTIPLE REPROGRAPHIC COPIES. WRITTEN AND/OR OTHER ANCHORAGE DEVICES REQUIRED FOR THE INSTALLATION OF CONTACT INFORMATION AND UTILIZE THE EXISTING ROOFING CONTRACTOR OF _ - GROUT OR PLASTER REN. 06-30-14� DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON PLANS. FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS RECORDOF, FOR HAVING HEION, PATCH, REPAIRNTEUNDER ANY THE ROOAUGMENTFING TO THE Jaa� ROOF, AND THE WORK GUARANTEED ROOFING L �F TO INSURE A PROPER AND CODE COMPLIANT INSTALLATION. CONTRACTOR'S EXISTING WARRANTY ENSURING 1009 MOISTURE PROTECTION. L`:_s .�--:. -_ (E) BRICK L 5. OWNER, CONTRACTOR, AND NETWORK CARRIER REPRESENTATIVE SHALL REVIEW AND CONFIRM THAT PROJECT SCOPE. DESIGN INTENT AND UTILITY 27.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING INSTALLATIONS THAT ARE 51.IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS �'7Z7,-=`=P,n (E) MASONRY COORDINATION ITEMS ARE INCLUDED IN THE DRAWINGS AND CONSTRUCTED LEVEL ERECT, EVENLY ALIGNED, PLUMB AND TRUE BASED ON WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, GENERAL SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL COMPARE EXISTING T CONCRETE CONDITIONS WITH THE PROPOSED DESIGN PRIOR TO CONSTRUCTION AND CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO "- - 6. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION FROM REPORT ANY DISCREPANCIES OR INCONSISTENCIES TO THE NETWORK ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) -,- r NETWORK CARRIER REPRESENTATIVE TO PROCEED WITH CONSTRUCTION CARRIER'S REPRESENTATIVE AND FURTHER TO THE A&E SUCH THAT THE NEW EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. .__...: --. :1 EARTH PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE INSTALLATION WILL UKEWISE BE LEVEL, ERECT, EVENLY ALIGNED, PLUMB AND THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. TRUE. ARCHITECT AND NETWORK CARRIER SHALL BE NOTIFIED OF ANY OR FLATHEAD FASTENERS IN ALL FRP CONSTRUCTION. WHENo� Sri GRAVEL ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT / M'� 7. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. 111 /z»1 PLYWOOD (`/J HOURS TO AVOID DISTURBING NORMAL BUSINESS OR TENANTS. 28.THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND 11 SAND _ ) 8. THE CONTRACTOR SHALL PROVIDE NETWORK CARRIER PROPER INSURANCE GOVERNING AGENCIES. CONSTRUCTION. -- r'1w/ CERTIFICATES NAMING NETWORK CARRIER AS ADDITIONAL INSURED, AND 29. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS 52.IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA WOOD CONTINUOUS PROVIDE NETWORK CARRIER PROOF OF UCENSE(S) INCLUDING PE & PD INSURANCE. AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY FRAMES WHERE ANCHORING TO AN EXISTING CONCRETE ROOF SLAB IS _ _ WOOD BLOCKING RESPONSIBLE FOR RECORDING THE RESULTS. REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE SOLELY 30.THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS POST TENSION TENDONS WITHIN THE ROOF SLAB RESULTING FROM AN ""T'7 V,lZ STEEL /►^ crf RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND SHALL NOT STORE OR STAGE MATERIALS ON PUBLIC PROPERTY WITHOUT UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS-BUILT w Q SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. DRAWING SET" HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF (V.j NEW WORK UNDER THE CONTRACT. REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST 31.GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS `1 M 10.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS TO BE USED IN ALL CONDITIONS UNLESS ILLUSTRATED AND NOTED TENSION SLAB SOLUTION- IS PROCEDURESDENT, CONTRACTORDSHALL FORLADE - EXISTING 0 N PROVISIONSETRATIFOR X-RAY (INCLUDED IN BID) ALL r , T = 1.-- ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE. PENETRATION AREAS WHERE ANCHORING OCCURS. � NEW ANTENNA w G) OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 32. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN 1-' cc CUTTING, FITTING, IN THE ETC., SOS AS TO BE PREPAREDBPROPERLYOR 53.GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING EXISTING ANTENNA cc 0 11. ALL WORK PERFORMED ON THE PROJECT ALONG WITH ALL MATERIALSTIES FOR ALL CABLING TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS 0 INSTALLED, SHALL COMPLY IN STRICT ACCORDANCE WITH ALL APPLICABLE THE WORK OF OTHER TRADES. (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE C',) GROUND 0 CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL LIKEWISE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE GROUND RODce ISSUE NOTICE TO ALL SUB-CONTRACTORS THAT THEY SHALL COMPLY WITH 33. ALL DEBRIS AND REFUSE SHALL BE REMOVED FROM THE PROJECT PREMISES 3 Q ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF AND LEFT IN A CLEAN SWEPT CONDITION AT ALL TIMES BY EACH TRADE AS SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP N 0 �r GROUND BUS BAR THEY PERFORM THEIR OWN PORTION OF THE WORK. UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. N ANY PUBLIC AUTHORITY, MUNICIPALITY, UTILITY COMPANY AND LOCAL/STATE C. O JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 54.GENERAL CONTRACTOR SHALL OBTAIN, REVIEW AND EXECUTE ALL NETWORK • MECHANICAL GRND. CONN. \`■// N 34.NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES,AND/OR CARRIER CONSTRUCTION STANDARDS (MOST RECENT REVISION) AS A PART OF 12.A COPY OF THE GOVERNING AGENCY ISSUED AND APPROVED PLANS SHALL ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR THIS BID ANDCONSTRUCTION PROJECT. BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY WARRANTY THAT MAY BE IN EFFECT IS DONE THROUGH THE COMPANY OR a CADWELD ^.0 LAW, SHALL BE AVAILABLE AT THE JOB SITE FOR INSPECTION AT ALL MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT 55.GENERAL CONTRACTOR SHALL OBTAIN, REVIEW AND EXECUTE ALL NETWORK TIMES. THE ORIGINAL PERMIT SET PLANS ARE NOT TO BE USED BY THE UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CARRIER CONSTRUCTION STANDARDS (MOST RECENT REVISION) AS A PART Of M '.��<„ GROUND ACCESS WELL w WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. THIS BID AND CONSTRUCTION PROJECT. -- INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, 35.CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA 56.CONTRACTOR SHALL BE RESPONSIBLE TO SET ELECTRONIC TILTS FOR NEWLY ELECTRIC BOX COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE INSTALLED ANTENNAS UNDER THE CONDITION THAT THE GC OBTAIN THE MOST _ PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO RECENT COPY OF THE RF TILT INFORMATION SUCH THAT THE ACCURATE /'� SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY THE NETWORK CONSTRUCTION. CONTROLLER CAN BE ORDERED AND INSTALLED. TELEPHONE BOX �.■.y CARRIER CONSTRUCTION PROJECT MANAGER WITH A COPY OF ALL ' REVISIONS, ADDENDA, AND/OR CHANGE ORDERS AT THE CONCLUSION OF 36.WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND 57.A STRUCTURAL ANALYSIS SHALL BE COMPLETED AND SUBMITTED TO THE THE WORK AS A PART OF THE AS-BUILT DRAWING RECORDS. MAKE ARRANGEMENTS FOR R.O.W. AND/OR PRIVATE PROPERTY LOCATES NETWORK CARRIER REPRESENTATIVE AND GC DEMONSTRATING CAPACITY AT a.t LIGHT POLE BASED ON SPECIFIC SITE REQUIREMENTS. THE EXACT LOCATION OF EXISTING CONDITIONS TO SUSTAIN ADDITIONAL HEAVY 1 13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES BATTERY CABINETS OR OTHER OUT OF SCOPE EQUIPMENT. ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS 37.SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. END. MONUMENT NOTED OTHERWISE. 58.THE GC SHALL PROVIDE MATERIALS UST (BOM)TO THE NETWORK CARRIER 38.CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS REPRESENTATIVE PRIOR TO CONSTRUCTION. '$ SPOT ELEVATION 14.THE CONTRACTOR SHALL STUDY THE STRUCTURAL ELECTRICAL. AND SUBMIT TO NETWORK CARRIER'S REPRESENTATIVE ALONG WITH REDUNED MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, CONSTRUCTION SET. REVISIONS NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF A SET POINT ANY WORK, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 39.CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY NO. DATE DESCRIPTION wRwL MARKING UP (REDUNING) THE APPROVED CONSTRUCTION SET AND A 07/15/13 6513D FOR RREIM wfsoitrIOK KB 15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY SUBMITTING THE REDUNED ALONG WITH PHOTOGRAPHS PER NETWORK L^, REVISION 0 09/30/13 ISSUED FOR 100%CORSTRICROR 06 1 OF THE JOB SITE WHILE WORK IS IN PROGRESS UNTIL THE JOB IS CARRIER REQUIREMENTS. t 10/09/10 65(90 RIR 100%coraTRUCI65 WJR COMPLETE. 16.THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING 40.GENERAL CONTRACTOR SHALL COORDINATE AND SEEK APPROVAL OF ALL 1717LITIES SHOTN OR NOT SHOWN ON THE PLANS,L, WITH POWER DRAW, INSTALLATION AND/OR MODIFICATIONS WITH POWER COMPANY, PROTECTING THEM FROM DAMAGE.SNE CONTRACTORPNALONGAND SUBCONTRACTOR OWNER AND JURISDICTION AS REQUIRED. CONTRACTOR SHALL REPORT POWER SHALL BEAR THE EXPENSES OF REPAIR AND/OR REPLACEMENT OF INSNALLATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT UTILITIES OR OTHER PROPERTY DAMAGE RESULTING FROM OPERATIONS IN CONSTRUCTION MANAGER AND ARCHITECT. CONJUNCTION WITH THE EXECUTION OF THE WORK. 41.ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT. MUST BE APPROVED 17.ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE BY NETWORK CARRIER CONSTRUCTION MANAGER. REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL 42.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: ALL FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, NLABELED AS CT FOR ONSTRUCTION SUCTION TET B. PROPERTY NOTED TO BE RETURNED TO THE AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. COMPLETE ACCEPTING UNDER THIS CONTRACT BETWEEN THE OWNER AND THE 18. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS CONTRACTOR. EXCEPTION: THE ROOFING SUBCONTRACTOR SHALL FURNISH A SHEET TITLE SHALL PROVIDE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A GENERAL NOTES & SYMBOLS STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. SHEET NUMBER G-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. • - _ ---- \ LA-TIRADE/LONGITUDE POSITION LEGEND ASP COORDINATE DATA AT PROPOSED MONOPOLE LOCATION: �'J t TAX LOT NAD 83 SUBJECT BOUNDARY LINE �'-�a Wlt j151l58C 1700 TELCO ` - - RIGHT-OF-WAY CENTERLINE --." Yew world.OeMb, PEDESTAL LAT - 45'26'19.6r N NAVD 88 011448 75 LONG - 122'46'54.92" W ELEV.- 169.6 FEET --- --- --RIGHT-OF--WAY LINE 1 I -ADJACENT BOUNDARY LINE SITE BENCHMARK SW NORTH DAKOTA STREET SECTIONAL BREAKDOWN LINE Y POLE 1004 NAIL HMARK IS"JIME" SURVEY CONTROL" W/ TRANSFORMER '- NGS CGPS CORS STATION. OP ---OVERHEAD POWER LINE Elf V.=164.7 Fo n� ^. ^� \ • V ELEV = 250.0' -- UP BURIED POWER LINE /06. DT OVERHEAD TELEPHONE LINE �� s 7 / =op G BURIED GAS LINE '- / / FOUND 3" BRASS DISK -/6 -'-_-_-i^ - ____1_ - / WITH PUNCH IN CASE 20' x� 1 (-- T- / ELEVATION DERIVED USING GPS. ACCURACY UT BURIED TELEPHONE LINE \� t / i Asr�u( - - _ -� MEETS OR EXCEEDS to STANDARDS AS DEFINED v BURIED WATER LINE PACIFIC TELECOM SERVICES, yy 1 f RR CROSSING GA IE^ SS BURIED SANITARY SEWER LLC \ 1 / \ ON THE FAA ASAC INFORMATION SHEET 91:003. 4NI k ��• sot Swami...rnc 3,.s.n.710 PARCE! BOUNDARY • GUARD RAI( NOTES GS SO BURIED STORM DRAIN MOO,WA.MU - NO TRESPASSING Phone:lra)sa-moo r,,:(raj 903-ells \ SIGN - � - � � - - � Ii D CH LINE FLOW LINE Qo \ • CRA1) NO TITLE RESEARCH PROv1DED AT THIS TIME. LINE/ FLOW / ` ' I pF2p 0418 \��'pF"20 pt0 PI2 �� 1 CALCULATEDTLBOUNDARY MAY CHANGE UPON RECEIPT - ROCK RETAINING WALL DnsOF18 .°F. I° OF10 - \ VEGETATION LINE X15 76.9 �, 69.0 X Ji.6 K / 2) FIELD WORK CONDUCTED IN JUNE 2013. pFlB, 'krV ,�•'- / -s,..-' .� \ RAILROAD 3) BASIS OF BEARING: OREGON COORDINATE SYSTEM, - o--CHAIN LINK FENCE ` _�,,,�-�wrvu�l = - #=-7��'1��"Si#• - _"�'_ ` \\ SHED NORTH ZONE (NAD83). 0 0 ' Io-_, `. ..� -���i�• _�17 - _-", .....:31___- % 4) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, _` " " WOOD FENCE BA'6S� WERE DELINEATED FROM SURFACE EVIDENCE AND/OR BARBED WIRE/WIRE FENCE TREETOP CT. '�` \ \ ,. UTILITY COMPANY RECORDS. CRITICAL LOCATIONS ANF R - •� 0 TR S ORME 4 FIRE HYDRANT ///'�'��\ EL 222.2' SHOULD BE VERIFIED PRIOR TO DESIGN AND / a I •- - \ ' i '� 1 \ ,� \ CONSTRUCTION. TL LIGHT STANDARD DG GATE VALVE UP \ J OW5/ E ELEC. \ \ I.S1 x 5) CRAWL455r EQUIP. ,., ` '� \ `^ FEMA DESIGNATION: ZONE X (AREAS DETERMINED TO p j POWER VAULT ® WATER METER \ 0 \ ASPHALT •O� CABLE \\ \ \ \ FIBER OPTIC PANED 509 OF 650.E THE 0.2% \FIRM MAP NU6tBERNNUAL CHANCE ��LAIN), ® UTILITY BOX j� FIRE STAND PIPE \ �6 R EL ' •o--.o TRAY 168- 1t \\ WARING POSTS 4102760509C, EFFECTIVE DATE FEBRUARY 18, 2005. 0 UTIU TY POLE 0 CATCH BASIN, TYPE I UTILITY POLE TRANSFORMER LADDER POWER \ ; E- POLE GUY WIRE 0 CATCH BASIN, TYPE II OVERHEAD m co METER BUILDING \ \ �\\ VAULT W GAS VALVE SIGN D U N C A N S O N v+�: POWER & TELEPHONE LINES HT.=28.7' AGL \ \\ . \ ® GAS METER o BOLLARD /IS.SIIna Cbarpo w'Sadie 102 .Ina BUILDING \ \ \\ \ til I T j TELEPHONE VAULT c MAIL BOX f�elr IIMIk `\\\\ \\\ Z o TELEPHONE RISER 234.21 SPOT ELEVATION ! Pax 201L341.40,1 TAX LOT (illtNOTE: r1SIJ5CII 0200 • .,\ \ \ TC1 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL LATITUDE/LONGITUDE \ \ \ 23 (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. POSITION 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE SITE \ ,\ \ % "0 ABOVE GROUND LEVEL(AGL) AND ARE ACCURATE TO PD81 CENTER OF MONOPOLE \ (SEE DETAIL) \ \ 'p' 4� ± 3 FEET OR ± 1%OF TOTAL HEIGHT, WHICHEVER IS GRAPHIC SCALE \ , , \ ; pGR�EATER���p� EN (� m .a m ro m , ' , \ --e-. TREE LEGEND 10250 SW NORTH DAKOTA ST \ TKVAp OR 9rrm iii I I 1 t R DECIDUOUS TREE AL-=ALDER i ONlil) is n n�r J ^ W MP=MAPLE MWICMAMe/0MM 4lA1®ipIT/E �j 0DS=DECIDUOUS llaClllsYlll O><rll QUINT MIND MEM I IrA-20 ft BUILDING - c _ MD•IITYOSE I®W00 .B OR MIT OVERHEAD A l K DIAMETER (IN) _ O . L 2 ----TRUN DI ME ER MA MADRONA HT.=37.3 AGL .. u MIM1IgR MArldA AYIIgIQATON/110/1 POWER & = "Y �. OK OAK MDIXJMI TELEPHONE UN/E5�l 0 c �� TYPE CH=CHERRY OM ols1r.111eorl oovAwr,WQ SITE DETAIL 50." ? EVERGREEN TREE CE--CEDAR FLD. CREW: PN/KB ♦71 1 E \ 1 * DF=DOUGLAS FIR . : HE=HEMLOCK FLDBOOK296/03 DF18 PI=PINE DRAWN BY: CJD 195.2 EVG=EVERGREEN �/p�� CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE B' • JOB #: 01792.1107 LEGAL DESCRIPTION EASEMENTS i" CF RESP REPORT. HEIGHT AGL IF MEASURED SU EO DATE: 6/25/13 NO TITLE RESEARCH PROVIDED AT THIS TIME. THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY,MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN. REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS REVISIONS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. /� NO TITLE RESEARCH PROVIDED AT THIS TIME. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER A DATE OESCRMnON By TREES AND VEGETATION MAY EXIST. SITE INFORMATION �- _` TAX IDT HT.=1075 TAX LOT NUMBER 1S135CB 0200 j....... j151358C 1200 HT.=101.6 SITE ADDRESS 10250 SW NORTH DAKOTA STREET HT.=101.2 • UND J" BRASS DISK HT.=101.3 TOP \ ` a„ { MUM TICARD, OR 97223 -- A TH PUNCH IN CASE r`` ZONING I-P (INDUSTRIAL PARK) SWRTH DAKOTA STREET:A=.___:__ED7..V\ 15 _ �• TOTAL LOT AREA 70 BE DETERMINED HT,=99.5 HT.=98.5 -- PROJECT AREA TO BE DETERMINED o HT.=99.7 '' ../5 ® _ 20' G r' 9 o-^ 1 HT.=89.2 �\� ""�" ° v MP o c A y\ � dI - � - Z Q' o o yr \\\ HT.=79.1 � o 81NLDINp I 7,0:+-// I 50- �p \ [ - _ 7- REGISTERED - /4/4"a' ? \ .. .._,7,�- ' SURVEY 1 RE�f7G�IRiE PROFESSIONAL < LATITUDE/LONGITUDE /a < \ �t LAND SURVEYOR\ x'' POSITION in CENTER OF MONOPOLE 1 / h I I I. RECORD OF SURVEY NO. 11102, RECORDS OF 1 WASHINGTON COUNTY, OR. T7C,ARa at PRELIMINARY (SEE DETAIL) \ \ 2. RECORD OF SURVEY NO. 26025, RECORDS OF r WASHINGTON COUNTY. OR. OREGON - \ BOUNDARY DISCLAIMER MAY 10, 2011 TAX LOT / / En SW NORTH DAKOTA ST - BOUNDAR I DISCLMIMER JONATHAN MARLO BECXER • j151�sLg 02_^0 7/ \ -� THIS PLAN DOES NOT REPRESENT A BOUNDARY 84870 _W SURVEY. SUBJECT AND ADJACENT PROPERTY LINES RENEWS: 12/31/ • {{I ARE DEPICTED USING FIELD-FOUND EVIDENCE AND 1 )(/ \ \ �,� • m RECORD INFORMATION. 25' h \ EIEV.R169.6' \ Si',CATLrE.N SHEET TITLE / \ eORg R0 `^ CiAU r 1ONI EXSTV Q BITE&SiVEY ': rl: 0•RY 1 P UNDERGROUND UTILITIES EXIST IN THE AREA AND SEC 35,T151P Q7J a F�1(1I y1(yyM \ UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. SW TIGARD ST �-,>'' �qry�� y STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE SITE ��r FOUND REBAR POLE DETAIL 3 \ \ •ICINIT 1 MAP ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 SHEET NUMBER LOCATION TAX LOT TAX LOT & CAP HOURS BEFORE STARTING ANY CONSTRUCTION. SCALE: t'=100' \j15135C9 0400\ /ISIJSCB 0300 / / ` \ // - NOT TO SCALE - \ - NOT TO SCALE - 1-800-424-5555 SV1 EXISTING SIGN EXISTING GUARDRAIL AT&T PROPOSED (1J T%IP NG RR CORSSING SIGN, LEGEND EXISTING CREEK 4"SCHEDULE 40 - - SUBJECT BOUNDARY LINE .0'_77____.... EXISTING MANHOLE, TYP EXISTING OVERHEAD POWER `V a FVC CONDUIT WITH -- - - -- RIGHT-OF-WAY CENTERLINE `.� 'x (2) PULLTAPES IN LINE, TYP {, EXISTING TREE, TYP 36" UG TRENCH RIGHT-OF-WAY LINE �10b��ih/ EXISTING UTILITY POLE, TYP - -ADJACENT BOUNDARY LINE EXISTING TELCO POC :::::ON::::TA liFleee Flea ST BURIED POWER UNE • �� — PROPERTY LINE ( / _ GAS GAS GAS BURIED GAS LINE _ - - - lii!! FIC TEM SERVICESEXNGFENCE & GE � • ` ■ OBTart OVERHEAD TELEPHONE LINE LLC a .c- BURIED TELEPHONE LINE EXISTING ASPHALT DRIVE ^^ _ - p �� _ ,/ w-W-W-W- BURIED WATER LINE EXISTING CLEARWIRE UG I -ss SS SS- BURIED SANITARY SEWER POWER RUN I —• �. — -� I 'N� ��' -SG So so- BURIED STORM GRAIN 1111"11PH I �� • ��i„ DITCH LINE/FLOW LINE Q�[!`,TV1 AA I _.__ I �7- _ ROCK RETAINING WALL (S) 44) i., 1 --��������� I �`' EXISTING �, VEGETATION LINE EXISTING TRANSFORMER & ' 'F - ,,. STRUCTURE POWER POLE X6908 TO / Ilk BE UPGRADED BY PGE I \ EXISTING EXISTING -x-x-z-x-x- CHAIN LINK FENCE THOMAS R. HOL \ a RR SIGN, BUILDING ❑ ❑ ❑ WOOD FENCE I� AT&T PROPOSED (T) 3" TYP -'-,-`-•---`-"-' ��G - BARBED WIRE/WIRE FENCE es • SCHEDULE 40 PVC CONDUIT '0a • 1J3� SEATTLE, WASH csc- WITH PULLTAPE IN A 36" UG �� TRANSFORMER FIRE HYDRANT 11 TRENCH FOR POWER EXISTING EXISTING CLEARWIRE \ REN. 06-30-14- GANTRY /,.,�/ / /i / �'' SITE& ���, lx LIGHT STANDARD D4 GATE VALVE /.�._��/,. ,-%�!, iPROPOSED .1 I p 1 POWER VAULT ® WATER METER OF 0� AT&T SITE �O 11 YARD i UTILITY BOX FIRE STAND PIPE /; / gUTILITY POLE ❑ CATCH BASIN, TYPE I is \gcm �/ /,1POLE GUY WIRE ® CATCH BASIN, TYPE II • 53 GAS/ VALVE SIGN I / (b V E a L 0 cn 61 METERBOLLARD V7 GAS B LA D O o / TELEPHONE VAULT MAIL BOX T ELE CT O / / SPOT ELEVATION 11 iAPN. T// 0 JAj R 3402/ V1 tr I /, S V% O oTELEPHONE-RISER 234.2 WI /, y 11 rk � 4cr= / N IWI %, EXISTING EXISTING Qa BUILDING / BUILDING I-0 11 • M\ \ O z 11 O / / 1/ QNa . / rrn// XISTING jS w% ASPHALT ii / AREA O CO i 1 Zo 3 a I / vl c� I o i , % / o ii / 1 \ / _ \ C j i 1 H c`04' S \ /' /!��/�� VICINITY MAP a � / , 1 / %; ,, I j/ . ... '/ 1 �y EXISTING j - BUILDING j ' a II REVISIONS 1 '/ // NO. DATE DESCRIPTION INITIAL �i A 07X9/Is/13 BM F R 100%REW Knox KB OX �/ O 07/70/13 ISSUED FOR 100%CONSTRUCTION OG 1 // // I 10/08/11 ISSUED FOR 100%CONSTRUCTON WJR II it % / ./,f/�' ///'!/�/�. i /�//� / / ��� 1 ,i f / j ,, SITE .. . / I" I, / NOT FOR CONSTRUCTION UNLESS ///0LABELED AS CONSTRUCTION SET TRUE NORTH SHEET TITLE �' x•ne b e.aN.mx".a byOh surveySITE PLAN �- P - R OP e ERN LINE (I w.rw•). / \ SHEET NUMBER1 24'x36" SCALE: 1" .. 40'-0" i A-1 11".T7" SCALE: 1" - 60'-0" 40'MO"In" 4o' SITE PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. u at&t � mobility - EXISTING TREE, TYP - _ PACIFIC TELECOM SERVICES, LLC 0 -- _ EXISTING GRAVEL AREA --- �� / THOAOL d \ 4M5R)e5 • \ t ) SEATTLE, WASH \ - -PORTION OF EXISTING CHAIN- �.Q REN 06-30-14 UNK FENCE TO BE REMOVED L OF ell- v� 28'-O" EXISTING CLEARWIRE CABINET EXISTING LEASE AREA MOUNTED ON CONCRETE PAD TO REMAIN EXISTING 12'-0" CHAIN UNK GATE TO BE REMOVED ' - RWIRE ICE BRIDGE 3' 0" 2' 6• TO y�REMAINLEA rZe , / -1----11-. EXISTING CLFARWIRE ANTENNA 11 I ARRAY TO REMAIN = EXISTING CCLEARWIRE METER TO BE - '/� 1 �.= rti 1���� /►CO \ 6 L� � EXISTING 100' AGL STEEL RELOCATED O r7 � V - MONOPOLE TO BE EXTENDED Q N w / I \\,,\\ D7EXISTING CLEARWIRE UG POWER �i '� 2 RUN TO BE REROUTED laPORTION OF EXISTING CHAIN 0 H • ^� i /I �i `v UNK FENCE TO REMAIN w p z 6- EXISTING JERSEY BARRIER TOce W �� /�I' . ,\ ce REMAINN P �+� r-lk, N ca ii (2 . UGPUGP-UGP- UGP- UGP 0V GF UGP 11.:1-- U r UGP_-/ �/; o %� EXISTING ADJACENT BUILDING I - / zizz /� / /� // / // // / / REVISIONS j / / / NO. DATE DESCRIPTION INITIAL / // / A 07/0/13 8514D FOR PRELIM COIbTRIlC110N KB /z j 0 w/w/n drum FOR 100{carsmu aaN OG / / / / / / I 10/08/I3 ISSUED FOR 100%CO SIRUCIION WJR / / / / / f ,/ NOTLABELED FOR AS COCONSTRUCTI NSTRUONCTION UNLESSSET SHEET TITLE EXISTING COMPOUND PLAN TRUE NORTH ,_ ft.to M d.IwnIn.J by Oa survey (N ponlW). SHEET NUMBER A24•x36• SCALE: 3/8"ni'-0" 1 -� 11 X • SCALE: 3/1s• ,-o EXISTING COMPOUND PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility EXISTING TREE. TYP • 0 LLC PROPOSED AT&T 2STA PULL BOX -. _. --- --. -. _.- - _.- _. _. _._. EXISTING GRAVEL AREA ®(BY OTHERS) PACIFIC TELECOM SERVICES, Elk NW 0 :: ... __ _ •:;o>^,:;:••:,1.,5:,"^u{x;:;o;z;; T T - T T T45'-0" PROPOSED AT&T ICE BRIDGE ® PROPOSED CHAIN LINK FENCE _ :zz•``,%,u: %'.;£i^. C.:el) 44kC$, =:�� PROPOSED LEASE AREA . . _ , ■"��m■ --- _�-� �>• ...■s■„ f ,...._■■ .i.........,........„....... THOMAS R. HOL • PROPOSED AT&T 8' H-FRAME FOR ---------_, �� REROUTED CLEARVNRE UG �� FRONTIER EQUIPMENT UGP--L- ' �� POWER RUN {� SEATTLE, WASH x UGP- UGPGP-- - -- --�-. •-�-�- `-�- '-"-�-*- .-•-,-,-' \� PROPOSED CHAIN LINK FENCE GM' ,r9 REN. 06-30-14 46- tek PROPOSED AT&T GPS ANTENNA 1 -. UGP- UGP UGP UGP- 5 MOUNTED TO PROPOSED SHELTER 1 Iri UGP- UGP- UGP14' '4-- UGP--- UGr OF O*ti � I � � i I ois < X I EXISTING CLEARWIRE CABINET PROPOSED 12'-0•CHAIN LINK /+ =� o w MOUNTED ON CONCRETE PAD DOUBLE SWING GATE /* , \ 1. TO REMAIN HOFF1dM1 BOX AND /+ • EXISTING ICE BRIDGE METER PER UCR �+ �- 2,------F----_L-'. N m \ rEXISTING CHAIN LINK FENCE I y� oI © don - I '►moi\I o iv 11 PROPOSED AT&T DISTRIBUTION N / .I1 / u c __ UNIT(TYP OF 4) o a �r_a\�cc PROPOSED AT&T ANTENNA.TYP O r.�"� PROPOSED AT&T POWER = OF 12 RELOCATED EXISTING CLEARWIRE . v 111117A.:0_,,,,, - METER \ '. �. I 0'Cill W ce O EXISTING JERSEY BARRIER o_ + .) `. 3QC70 ,/11-�`� / Iy HA .F/ Ndon n Tn 6_6 II ;101,' ift 4l iii. PROPOSED AT&T RRH WTI, 1 .yo/�lV� � /.” '� * TIP OF 18 MMUG• III 7,3 I• L_� Wn PROPOSED 20'-0'S1EEL 4; ��'. IP MONOPOLE EXTENSION (BY 17-EXEXISTING ADJACENT BUILDING LEASE AREA EXPANSION // // / / / �% / / /� /' /, REVISIONS / N0. DATE DESCRIPTION INITW. / / / // A 07/15/13 ISSUED FOR MELT CONSIRUCWN KB / / / 0 09/30/13 ISSUED EOR IOD4 CONSTRUCTOR OG // / / / / // � / // // �� / / 1 10/0013 ISSUED BA IOOA oManRUC1KIN WJR / // / // / / // // � // / , NOT FOR CONSTRUCTION ESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED COMPOUND PLAN TRUE NORTH North A by determined by,N.sun, SHEETA_3 NUMBER 24"x36" SCALE:scALE: 3jes_1r�o PROPOSED COMPOUND PLAN 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. mmobilityat&t PROPOSED NEW LOCATION OF UGHTNING ROD PROPOSED AT&T GPS MOUNTED ON MONOPOLE PROPOSED LOW PROFILEPACIFIC TELECOM SERVICES, ANTENNA PLATFORM LLC PROPOSED AT&T DISTRIBUTION ' UNIT(TYP OF 4) 14/? 7 I r' �5 r� J THOMAS R.a • EXISTING LIGHTING ROD TO BE RELOCATED CP, SEATTLE, WASH -14 ® _ PROPOSED AT&T ANTENNAS (12 TOTAL) lfiTz, 3 ell - -1 $ '"-":j -. - EXISTING CLEARWIRE ANTENNA OF i� r \ 0 _J UNIT(18 AT&T RRH i * ARRAYT1 REMAIN �_' _ UNIT TOTAL) PROPOSED 20'-0" STEEL MONOPOLE EXTENSION (BY OTHERS)O /// EXISTING CLEARWIRE ANTENNA /�/ ARRAY w EXISTING 100' AGL STEEL EXISTING 100' AGL STEEL MONOPOLE I MONOPOLE r DI Q o NI M zN i O< N CB 4 EXISTING ADJACENT BUILDING 0 CKO Fa b EXISTING ADJACENT BUILDING 0 1 3 Q N C7 V1Q71 1 co co IS o ...m.1 m Z —O a 00 6 o 0 r. C v POSTS OUMOUNTED NEICE BRIDGE WITH ' CONCRETE PIERS ^ ? (ORIENTATION AND LOCATION MAY VARY) , I�1 a� I II EXISTING CLEARWIRE CABINET TO REMNN PROPOSED AT&T 11'-6 XO CAB NET TOTO REMNN 26'-0" EQUIPMENT EXISTING JERSEY BARRIER REVISIONS SHELTER (BY OTHERS) :10. DATE DESCRIPTION INITIAL /// PROPOSED CHAIN UNK 0 EXISTING CHAIN UNK A 07/15/13 5mm FOR REIN Ice FENCE FENCE TO BE MODIFIED o 09/30/13 ISSUED RN 100%CONSRNC1EN OX R 1 10/08/13 ISSUED FOR 100%WNSlRUC110N WJR 0E EI .• 4RELOCATED EXISTING EXISTING CLEARWIRE ,� " 4- CLEARWIRE METER METER TO BE RELOCATED O ._ 1 R 0'E A.G.L. (169.6' A.M.S.LJ \ \ H D 415 O'EA.G.L (169.6' A.M.S.LJ \ Ls EXISTING JERSEY BARRIER • NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED NORTH ELEVATION SHEET NUMBER 24"x36" SCALE: 3/16" _ 1'-0" PROPOSED NORTH ELEVATIONFE- 24"x36" SCALE: 3/16" - 1'-0" —— EXISTING NORTH ELEVATION 1 1 1_4 11"x17" SCALE: 3/32" - 1'-0" 4 2 0 4' 11"x17" SCALE: 3/32" v 1'-0" 4 2 0 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ,__,‘.-...e.04 7__ a t&t mobility PROPOSED NEW LOCATION - - - - OF UGHTTUNG ROD PROPOSED AT&T GPS MOUNTED ON MONOPOLE PACIFIC TELECOM SERVICES, PROPOSED AT&T DISTRIBUTION LLC UNIT(TYP OF 4) PROPOSED AT&T RRH UNIT(18 TOTAL) � +''��� 11/?Ce�j I I J` VV'' '�f THOMAS R. HOL 65 PROPOSED AT&T ANTENNAS (12 TOTAL) Y.P SEATTLE. WASH O REN. 06-30-14 PROPOSED �. .r J/ 1. l O� l � � OF t{J ANTENNA PLAIFOR TFC —� 9 AI PROPOSED 20'-0"STEEL MONOPOLE EXISTING LIGHTING ROD ® EXTENSION (BY OTHERS) TO BE RELOCATED EXISTING CLEARWIRE ANTENNA EXISTING CLEARWIRE ANTENNA ARRAY ARRAY W REMAIN EXISTING 100' AGL STEEL EXISTING 100' AGL STEEL MONOPOLE I( MONOPOLE Lr ` )I F�+�4 CO EXISTING TREES EXISTING TREES C G 0 rn EXISTING ADJACENT BUILDING [� 3 ' `I � Z Q N ` 7 EXISTING ADJACENT BUILDING 1 Zri i` N K F- l. 6 ce v) 0 , „„,, _,,, 1 D } --Th:--:- ----T--'L--A.t-vi, I U _ F - h N S- OS _-: o > ,,,..-1iiis L. '.-1 �' C`2 00 ce ' C< ar '--.71 ? c., /,� S of >--, / //., /// II t. PROPOSED AT&T 11'-8 X �„ ,,,,,/,',./,', rf`' /'� fil 28'-0"EQUIPMENT SHELTER ,9 �!/% y �) '.� -i, ;/,/.�• /�� LA RELOCATED EXISTING ui -'4-- /i_ METER TO BE RELOCATED ( 4 y �` / �7^-/'� ` / EXISTING CLEARWIRE ",` '.L/ /% CLEARWIRE METER "` // 0 PROPOSED CHAIN EXISTING 12'-0" CHAIN UNK / UNK FENCE // GATE TO BE REMOVED 1 %/ REVISIONS H-FRAME FOR /i IAL FRONTIER PER UCR i 1 j / NA0.O7//15/3 ISSUED TOR MRI OOE)Wc O INKS // 0 000/13 mum FOR 100%coNSIRUCRON OG _c_c _c_ // ___ p_ I 10/OA/13 RS FOR I00%CONSTRUCTION WJR I // i 1' GRADE 44 GRADE 0'-0' A.G.L. (157'-0"A.M.S.L.) 0'-0' A.G.L. (157'-0"A.M.S.L.) NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET EX13314Egir FfITEESED WEST ELEVATION --- S HA N U5 R 24"x36" SCALE: 3/16" : 1'-0" 2 0 PROPOSED WEST ELEVATION l G 24"x36" SCALE: 3/16" - 1'-0" �Bo EXISTING WEST ELEVATION 1 11"x17" SCALE: 3/32" .. 1'-0" 4 2 0 4' 11"x17" SCALE: 3/32" 1'-0" 4 2 0 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. mat&t • 12 mobility 2" 8" 1 RAW MATERIAL 3.-0" 3/8"THICK R Cr, 'oil.' I...r.. 3'-0" X 4'-0" X 6" SHELTER • THICK CONCRETE SLAB WALL AT DOOR LOCATION PACIFIC TELECOM SERVICES, (4) #4 BAR EA. SHELTER LLC WAY EQ. SPACING FLOOR BUILDING WALL SLOPE 1/4" PER FT 11.1111 3/4"0 % 8" HILT] KB-TZII BUILDING FLOOR BOLT(TYP OF 4) OR O • APPROVED EQUAL W, I3 '+! +! }44 0..7"14 !'1 ! "1.04,04'7gge L//�(�� U 2"0 FLAT #4 REBAR _ae '.t � eraza x! iee t: 'r,*i1 fl'r; c( WASHER (TYP) � -- THOMAS R. HOLLA TIE DOWN PLATE 6" MIN. GRAVEL BUILT-UP L.,._J 1 li,ilt #3 TIE BENEATH CONCRETE STOOP OR UNDISTURBED EARTH • PREFORMED EXPANSION (P, SEATTLE, WASH JOINT MATERIAL r' REN. 06-30-14 SEON B-B SECTION C-C SHELTER OF �� CTI FOUNDATION NOTE: SEE SHELTER MANUFACTURER DRAWINGS FOR ADDITIONAL INFORMATION TIE—DOWN PLATE—A-7- CONCRETE STOOP 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 3 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE / 26'-0" / I- 3 Z a _O N 12'-6" Q n TYP O �� ly4lE — - —7'F---7'F-- o PROVIDE DOBIE BRICKS TO MAINTAIN MIN. T° CONCRETE STOOP W34441Z 0 CLEARANCE AND CONCRETE COVER. CENTERED AT DOOR io ENTRANCE (TYP. OF 2) N 0 a 8"THICK EARTH-FORMED CONC ° < o i.-_- DOWN-TURNED SLABin cv PRE-FABRICATED SHELTER o ° \ ' w r -..- 00I ° SHELTER SUB-FLOOR I- 1 TOPFOUNDATION APPROX. 2"-4" ABOVEE FINISH GRADE A FLOOR SLAB OF SHELTER ° 6X6 D8/D8 WWF BOTTOM OF PRE-FABRICATED SHELTER 3" r3" INSTALL 3" GRAVEL (3/4" _ 1- I�1 MINUS) OVER GEOTECH FABRIC co '• . " a ;.� 1" CHAMFER \ �",� nom- - \ .4 1 A -ate'- °�� C — +_ s'.- '`n"+a -z5142� a\ - GEOTECH FABRIC " 1 �,� ., n� +s 'n'cRps (WEED BARRIER) 9`,. -I \ TIG - -- r `� �' 6" SLAB REINFORCED W/ /�4 ® 18" O.C. EA WAY 1 Y REVISIONS GRADE & COMPACT EXISTING _� _ �>_ �` _ a - p NO. DATE DESCRIPTION INITIAL EXCAVATED MATERIAL -- - '� I KB A 07/15/13 SEED FOR PROW CONSTRICTION pp Y ®p I- • AROUND FOUNDATION WITH 'b - �� - b d° _ � M , SLOPE AS SHOWN �_� q - 0 Io/w/U ISSUED FOR Ions CONSTRUCTION OG 1 V L J o/ae/w sum FOR ICOR ca maucmN WJR #4 TIES 0 18" O.C. (8) #4 REBAR EVENLY SPACED \, II �---- 11 :✓ 11- #4 0 18" O.C. BOTH DIRECTIONS 3" / 1•-0" / B-B B v D-C�- CLEAR TOP BOTTOM AND SIDES NOTES: NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 1. SLAB TO BE LEVEL *1/4". 2. FOOTING TO EXTEND A MINIMUM OF 24" BELOW UNDISTURBED SOIL AND FROST LINE. 3. FINAL SITE DESIGN IS THE RESPONSIBILITY OF THE SITE CONTRACTOR. SHEET TITLE 4. SLAB FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 5• SLAB FOUNDATION DESIGNED ASSUMING MAXIMUM SOIL PLASTICITY INDEX OF 27. CONSTRUCTION DETAILS 6. CONCRETE STRENGTH SHALL BE A MINIMUM OF 2,500 PSI. 7• INSTALL 2"THICK EXTERIOR GRADE INSULATION AROUND THE PERIMETER OF THE FOUNDATION TO A TOTAL DEPTH OF 24" IN ACCORDANCE WITH WSEC. SUPPLY AND INSTALLATION OF INSULATION IS THE REPONSIBILITY OF THE SITE CONTRACTOR. (NLEA REQUIRED) SHEET NUMBER SHELTER FOUNDATION SECTION SHELTER FOUNDATION PLAN A...6 24"x36" SCALE: 3/4" = 1'-0" 2 24"x36" SCALE: 1/2" = 1'-0" 1 11"x17" SCALE: 3/8" 1'-O" 11"x17" SCALE: 1/4" = i'-0" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 12'_0" CLEAR OPENING \--�— - at&t • o k k k xx. 1 7/8"v STD. " mobility —_ PIPE TOP RAIL FABRIC 9—GAUGE 2" MESH �V �� x ��� _ STRETCHER BAR / .'� � \. ., STRETCHER BAR / _ BAND AT 16" MAX. PACIFIC TELELCOOM SERVICES, LC ® 1 7/8"0 STD. 10 ?,•A ,� .c A � '` ., ,�\ I ,, < �. 3"0 STD. GATE POST K / Ar �� �1 . TRUSS ROD V , LOCKING ROD ,� �,A ,�II / 42115 HOMAS R. HOLLA P i �� V 12"ABOVE,.,Y �, .� 1 � �11M FlNISHED GRADE •�\-- -\ ° ITA � \ \�\ �\ \ V \ \ \ \ \ \ \� �0 \ \ \ \ FlNISH GRADELIPSEATTLE, WASH \� / � , \\/\\/\ /\\/\� /2 /\\ \\/\\/\\/\\/ \/\� \\/\\/\\/`�/\ '� REN. 06-30-1r1,. / / / V /V//V//VV//V//\ \/ '�// /�V/V//V,/ /\,/ ° 2600 PSI CONCRETE y, w//w//�/ °° \' \/// ��/vv//vv/�y%v / //�//v//vv v / // //vv ° v�/v�/yam/vv/v OF OXY %\/%/ % GROUNDING KLYED NOTES: 0#2 AWG EXTERNAL/TOWER GROUND RING. SEE DETAIL 4/E-2. 0 GROUND ROD ® 10'-0`O.C. MIN. (TYP) SEE DETAIL 1/E-2. O TEST WELL. SEE DETAIL 3/E-2. \ MIW_�at&t ®CAD WELD (TYP). SEE DETAIL 2/E-2. ._..- mo IIIc/ O#2 THHN GREEN HALO GROUND RING (BY SHELTER MANUFACTURER). ©NOT USED 0 NOT USED OB NOT USED • 0 ANTENNA GROUND BUS BAR AT ANTENNA LEVEL OF MONOPOLE WITH COAX GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR PACIFIC TELECOM SERVICES, - """'"' , I I 1 CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE LLC w }•" ` CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. «:_'u •� .., f o o TOWER GROUND BUS BAR AT BASE OF MONOPOLE WITH COAX • _ __ -- •• •18F---= 10 GROUND KIT. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION,�- — �— CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE -x- - j'� •�' CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. -. \ #6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS �� x x x x-x-x-x-.-x-x-x-x-x-x-x-.-,-x-x-„- R-x_ _x-x 11 BAR (TYP OF 12) SEE DETAIL 5/E-2. #2 AWG GROUND FROM ANTENNA GROUND BUSS BAR TO TOWER �I !� Q { Q GROUND BUSS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E-2. 0 NOT USED THOMAS R. HOL d II 14 NOT USED 405 /+ ` 15 NOT USED tfj SEATTLE, WASH V I -- I REN. 06-30-14 OF (ti �+ L -- 1 16 NOT USED 17 {p2 AWG GROUND FROM POWER METER TO ISOLATED GROUND ROD © �+ + I - / I SEE DETAIL 1/E-2. i - - . -,- x- - -.-- - °-` -;--`-' - I 1 #6 AWG GROUND FROM TELCO HOFFMAN BOX TO EXTERNAL GROUND RING. SEE DETAIL 4/E-2. 19 #6 AWG SURGE SUPPRESSION UNIT GROUND TO ANTENNA �4 -•n �; I GROUND BUS BAR SEE DETAIL 5/E-2. L - Q2 AWG GROUND FROM TOWER GROUND BUS BAR TO TOWER Lx( �'_mac_i• I GROUND RING (TYP OF(2) PLACES). SEE DETAILS 9/E-2, 'vl c < {"#.4,14.0 `,:moi. _- -s,� I 21 NOT USED I +\ ' �" ©#6 AWG RRU GROUND TO ANTENNA GROUND BUS BAR SEE +\ c �t s DETAIL 5/E-2. 1 + v Vti, ®(;2 AWG GROUND FROM EACH PROPOSED VERTICAL FENCE POST +\ I •� '' -�• .�_ TO EXTERNAL GROUND RING (TYP) SEE DETAIL 4/E-2. �/, +\ ( ®#2 AWG GROUND FROM EACH ICE BRIDGE VERTICAL POST TO W Q +\• c d��'11r �� EXTERNAL GROUND RING (TYP) SEE DETAIL 4/E-2. a ,,,.t I v / f 1I7��� iv, ©#2 AWG GROUND FROMCPS ANTENNA TO ANTENNA GROUND BUSQ N�� - /5�� ;I'' 4.4 �: BAR (TYP) SEE DETAIL 5/E-2. Z r , T r ix 0 k 0. 7 ac....'/ ;'4.,ivi,s4 e cc lJ — —x—x x—x_ _x_x_x_x_x_x-x •-x-• x x _•_ TA LD / � �1 • • • • • -. 00 // /� / / GROUNDING NOTES & LEGEND I� /� / / / / / / �� /� / / / GROUND WIRF INSTAI I ATION NOTFS 1. THE MINIMUM BEND RADIUS FOR GROUND WIRE IS 8 INCHES. 2. IF SPACE RESTRICTIONS DO NOT ALLOW THE RECOMMENDED GROUND WIRE BEND RADIUS, USE OF A SHORTER BEND RADIUS IS ALLOWED PROVIDED THAT THE MAXIMUM ATTAINABLE BEND RADIUS IS USED. 45 3. BEND ANGLES IN GROUND WIRING SMALL BE KEPT AS SMALL AS POSSIBLE AND IN NO CASE SHALL EXCEED 90 DEGREES. REVISIONS GENERAL GROUNDING NOTES NO. DATE DESCRIPTION INITIAL 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION A 07/15/13 00090 FOR PMN C OTRUCIFOl Ie AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 0 09/30/13 ISSUED FOR loaf CONSTRUCTOR OX 1 10/0B/13 ISSUED FOR 100%CONSTRUCTOR WJR 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING TRUE NORTH MFR'S PRACTICES. North N be dd,m,b,d by.x.,"n.r M p0•4114210. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED • - - - - WIRE ABOVE GROUND. NOT FOR CONSTRUCTION UNLESS 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING LABELED AS CONSTRUCTION SET AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T SYMBOL DESCRIPTION SYMBOL DESCRIPTION GROUNDING ROD NOTES WIRELESS, LLC. REPRESENTATIVE. NOTE: (WHERE APPUCABLE) 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL SHEET TITLE ANTENNA AND RRH GROUNDING ONLY SHOWN COPPER GROUND ROD TEST WELL ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING SCHEMATIC GROUNDING PLAN IN ONE SECTOR FOR CLARITY. ® ® ONCE THE GROUND SYSTEM HAS BEEN INSTALLED;A QUALIFIED STANDARDS. INDIVIDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD • CADWELD CONNECTION ISM GROUND BAR PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY UNE, GRAPHED OUT TO SHOW THE PLATEAU. AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION SHEET NUMBER • SIDE SPLICE CADWELD 1 ....s........ 1 Tyy OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED GROUND RING E....1 24"x38"SCALE: 1/2" 1'-0” AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST 7. NOTIFY CONSTRUCTION MANAGER if THERE ARE ANY DIFFICULTIES 1 ' SCHEMATIC GROUNDING PLAN A FLED VERIFY&TIE INTO EXISTING GROUNDING SYSTEM SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 11"x17"SCALE: 1/4" 1'-0' 2' 1111.7). 2' THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. bo MATCH [E] SURFACE CADWELDTRENCH 7____ a} } II RING GROUND #2EXCAVATION / MAGNETIC • AWG SOLID BCW \ / WARNING TAPE _�MEM' mobility )i'ri 1 1 CADWELD (TYP.) MgrUNEXCAVATED AREA , . ..1.,..—. 97" ( #2 AWG soup Bcw o CABLE TO -< PER OMFUTILITY CACTED IO. WM .\\�p�,. CABLE CADWELD REQ. NOTES. SEE NOTES O S 4"TELCO CONDUIT PACIFIC TELECOM SERVICES, GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE COPPER BRAID LLC BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING. NOTE• VERTICAL POST CONNECTED TO RING GATE JUMPER SHALL BE INSTALLED 12"ABOVE FINISHED GRADE AND SO THAT IT WILL SAND FILL " NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER. AS A MINIMUM 4" ELECTRICAL DIRECTION, ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 FOOT CONDUIT STRAIGHT RUN OF FENCE. GATE GROUNDING FENCE GROUNDING I NOT USED POWER / TELCO TRENCH AIS 24"x36" SCALE: NOT TO SCALE 14 24"x36" SCALE: NOT TO SCALE 13 24"x36" SCALE: NOT TO SCALE 12 24"036" SCALE: NOT TO SCALE 11 ' , 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE �� ,rea NEW COAXIAL GROUND KITS W/ LONG BARREL THOMAS R. HO� NOTE: COAT ALL MECHANICAL CONNECTIONS COMPRESSION DOUBLE LUGS, ATTACH TO WITH "NOOX" OR APPROVED EQUAL GROUND BAR & INSTALL BY ANTENNA L CONTRACTOR (CADWELD TYPE-GL) • (fSEATTLE, WASH _O / NEW a /BAR. INSTALLED BY GENERAL CONTRACTOR O � EN. 06-301 � \ oF -1� .4- 00000 0 000000000 \ '< 0000 0 ....... 0 0 0 0 0 0 0 0 0000 0 ) O O O O O 0 0 0 0 0 0 / \ O O ( / I � 24" �� FIELD VERIFY / #2 SOLID BARE TINNED COPPER /�_ NOT USED WIRE CADWELD (TYPE-GL) GROUND BAR 0 r:Q N 24"x36" SCALE: NOT TO SCALE 10 24"x36"SCALE: NOT TO SCALE I / ta- M 11'x17" SCALE: NOT TO SCALE 11"x17"SCALE: NOT TO SCALE O MONOPOLETO ANTENNAS Q N #6 AWG FROM ANTENNA COAX TO ANTENNA ` CABLE GROUND KIT ANTENNA CABLE \ ' - 4...1 T . O rn STANDARD GROUND a 1. 120'MAX. �y„� ix O COPPER GROUND ,.o .e .e RX2 III Y TX1/RX1 WEATHERPROOFING 0 KIT (TYP.) klilliall7i COPPER ANTENNA GROUND BAR ON WALL, •���==� ■ ■ Z p BAR WITH INSULATORS, BRIDGE, FLOOR ICE I. i i KIT (TYP.) C #6 AWG (PROVIDED WITH BONDED DIRECTLY TO THE ON ANTENNA TOWER QOR GROUND KIT TYPJITOP OF MONOPOLE. SEE NOTE COAX JUMPER . . fn O WEATHERPROOFING KR GROUND KR (TYP.) COPPER ANTENNA GROUND Of— Od �,��,_�� (SEE NOTE 3) (TYP.) ~ ��I BAR WITH INSULATORS, —� COAX CABLE BONDED DIRECTLY TO BOTTOM O O O 0 O-O ( CABLE GROUND KIT ■ ■ U) (TYP. FOR ALL) /' OF MONOPOLE. SEE NOTE CONNECTOR ' ' 6 AWG N /1 WEATHERPROOFING )1111111i EXOTHERMIC WELD © O O O O O (Do O O G#6 AWG ROUND STRANDEDRCOPPER DEDRTO KIT (TYP.) SEE NOTE 2 WI il 88 �J ( ISOLATE FROM TOWER HALO 00�il GROUND BAR). SEE NOTE 1 & 2• w/ #2 TO LOWER TOWER BUS CABLE CONNECTOR COAX TO SHELTER II—,I VIA TRAY OR ICEBRIDGE MONOPOLE FOUNDATION *TWO HOLE LUG, OR I_ NOTES. ANTENNA CABLE "�' COPPER ANTENNA GROUND EXOTHERMIC WELD TO BE 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE TO STS EQUIPMENT (TYP.) BAR, WITH INSULATORS. / USED WITH #2 AWG BCW TO / �_ ^ GROUND RING •W^ BUILDING SERVICE GROUND / ^ GROUND CONDUCTOR SHALL DOWN TO GROUND BAR. BONDED DIRECTLY TO TOP OF I . T / _ OR GROUND RING ./ BE ELIMINATED WHEN TO GROUND OR 6UTY POLE --_— 1 - -#2 AWG BCW SOLID GROUND BAR IS 2.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPUED OR RECOMMENDED NOTES; NOTE: y-�- -- —f TINNED (TYPICAL OF 3) ELECTRICALLY BONDED TO BY CABLE MANUFACTURER. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE NOM METAL TOWER/MONOPOLE DOWN TO ANTENNA GROUND BAR. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE 3.WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. SHALL ONLY USE EXOTHERMIC WELDS. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. ,. TOWER GROUNDING Q GROUND WIRE INSTALLATION ^7 CABLE GROUND KIT CONNECTIONA GROUND CABLE CONNECTIONC 24"x36" SCALE: NOT TO SCALE 8 24'x36" SCALE: NOT TO SCALE / 24"x36" SCALE: NOT TO SCALE 6 24"x36" SCALE: NOT TO SCALE 3 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17"SCALE: NOT TO SCALE REVISIONS NO, DATE DESCRIPTION INITIAL 3/4" CRUSHED STONE, 18" DIAMETER PRECAST A QUt5/13 arum RJR mraiRAN1pK KR / FILL TEST WELL TO WELL WITH SELF SEALING R•� • a 09/30/13 arum Rat I00%CONSTRUCT/ON OS WITHIN 2"OF TOP. STEEL LID. SUBMIT SHOP y: �t • GRADE 1 to/m/t.1 MED RR Iaox CONSTRUCTION WJR .ANS DRAWINGS FOR APPROVAL ` • } y./�'./ y /��/ \\�),%.//////n EXISTING GRADE TYPE TA MLA. TYPE NC TYPE S$ o O s.• v �.• " CADWELD /// © o TEST LOOP - #2 iii;NN‘� r / I` \ RING G �j2 •//// tt� © „� SOLID TINNED WIRE , III AWG BCW SOLID, 11.7i ,,, , GROUND #2 AWG TINNED NOT FOR CONSTRUCTION UNLESS BCW SOLID, TINNED TYPE W TYPE VS TYPE VB TYPE PT LABELED AS CONSTRUCTION SET 7 TOWARDS SHORTEST _ GROUND ROD PATH TO TOWER U COPPER CLAD STEEL SHEET TITLE 1 MAIN CONDUCTOR, COPPER CABLE GROUNDING SYSTEM '`1 Ili \� 5/8"0x10.-0" LONG O20 5/8"x8' COPPER CLAD STEEL GROUND ROD MAL AD WELD ��� C' �!�- GROUNDING & ELECTRICAL DETAILS TOTAL OF TWO WELL PER i , OPC.CTYP®ASO,-0" 0 CADWELD TYPE "TA" SITE - VERIFY LOCATION GROUND ROD REQUIRED WITH PROJECT MANAGER. COPPER CLAD STEEL TYPE GT TYPE GY TYPE GR TYPE GI • O CADWELD TYPE "or 5/8"000'-0"LONG - - SHEET NUMBER GROUND RING BONDING[ CADWELD GROUNDING CONNECTIONS2 CADWELD GROUNDING CONNECTIONS GROUND ROD E-2 24"x36" SCALE: NOT TO SCALE I -[ 24"x36" SCALE: NOT TO SCALE ,J 24'x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. JA -,% \ 7 / f �,// �� FULL 180'OPEN DOORS O.D. -_— 1 �i \\ GALVANIZED DIAMOND PLATE DOORS a" ��„�/�^t Q T `,S. .... / \ \VVI Q «` �yia OPTIONAL BOLTS 4'- CLEAR OPENING mobility ` --%! REFERENCES: at THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND UNDERSTANDING THE REFERENCED CODES AND STANDARDS. ALL REFERENCES MUST BE CURRENT WITHIN THE LAST FIVE YEARS. Iat&t THE FOLLOWING CODES AND STANDARDS ARE REFERENCED IN THE STRUCTURAL NOTES: ASTM A6 Standard Specification for General Requirements for Rolled Structural Steel Bars,Plates,Shapes,and Sheet Piling mobility ASTM A36 Standard Specification for Carbon Structural Steel ASTM A53 Standard Specification for Pipe,Steel,Black and Hot-Dipped,Zinc-Coaled,Welded and Seamless ASTM A123 Standard Specification for Zinc(Hot-Dip Galvanized)Coatings on Iron and Steel Products ASTM A153 Standard Specification for Zinc Coating(Hot Dip)on Iron and Steel Hardware ---(2)24"0 x 1"THICK ASTM A307 Standard Specification for Carbon Steel Bolts and Studs,80 000 PSI Tensile Strength ASTM A325 Standard Specification for Structural Bolts,Steel,Heat Treated,120/105 ksi Minimum Tensile Strength A36 PLATES ASTM A490 Standard Specification for Structural Bolts,Alloy Steel,Heat Treated,150 ksl Minimum Tensile Strength ASTM A500 Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing In Rounds and Shapes -- ASTM A563 Standard Specification for Carbon and Alloy Steel Nuts ASTM A568 Standard Specification for Steel,Sheet,Carbon,Structural,and High-Strength,Low-Alloy,Hot-Rolled and Cold-Roiled,General Requirements for _ PACIFIC TELECOM SERVICES, ASTM A572 Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel �-�" LLC ASTM A780 Standard Practice for Repair of Damaged and Uncoated Areas of Hot Dip Galvanized Coatings .� ASTM A992 Standard Specification for Structural Steel Shapes ti.`• ASTM 8633 Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel • ASTM B695 Standard Specification for Coatings of Zinc Mechanically \L AISC Manual of Steel Construction \ASTM F436 Standard Specification for Hardened Steel Washers (8)1"0 A325 I ASCE 07 Minimum Design Loads for Buildings and Other Structures / BOLTS ON A 20"0 AWS D1.1 Structural Welding Code-Structural Steel International CIRCLEInternational Building Code ry/ i TIAIEIA-222-G -4)- �� �^ --E( GENERAL NOTES: 1. PLANS,SECTIONS,AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES,LENGTHS,OR FIT OF \� / MATERIALS. 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS,SPECIFICATIONS,AND REFERENCES AS .-...,. INDICATED IN THESE RIB ND BY T. /4 - ``ON PR Y.1pk^ j 3. ALL WORK DESCRIBED BY THESE DRAWINGS SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR WITH A MINIMUM OF \ `` V V 5 YEARS OF PAST EXPERIENCE IN THE WORK BEING PERFORMED. N- r( 4. THESE STRUCTURAL NOTES PROVIDE STANDARDS FOR MATERIALS AND WORKMANSHIP FOR THE STRUCTURAL a�-�_�M��/ u. I. �('�I �. j" PORTION OF THE JOB. REFERENCE THE ARCHITECTURAL DRAWINGS FOR GENERAL NOTES WHICH ADDRESS b � 4.� REQUIREMENTS FOR THE CONTRACTOR,SAFETY,LIMITS OF SCOPE AND LIABILITY,AND EXPECTED WORKMANSHIP. 5. CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY THE EXISTING STRUCTURE TO VERIFY DIMENSIONS, '._, O588PE -} ELEVATIONS,FRAMING,ETC.WHICH AFFECT THE WORK SHOWN ON THE DRAWINGS. 1 6. DISCREPANCIES:THE CONTRACTOR SHALL INFORM PTS IN WRITING,DURING THE BIDDING PERIOD,OF ANY - DISCREPANCIES OR OMISSIONS ON THE DRAWINGS,THE SPECIFICATIONS,OR WITH RESPECT TO EXISTING CONDITIONS FROM THE SITE SURVEY.UPON RECEIPT OF SUCH INFORMATION,THE PROJECT REPRESENTATIVE WILL SEND WRITTENs -ow / 1, INSTRUCTIONS TO ALL CONCERNED. � SHOP DRAWINGS: {! n 7 3 1. r of 0 1. ALL FABRICATION/SHOP DRAWINGS ARE TO BE REVIEWED FOR COMPLIANCE TO THE STRUCTURAL DRAWINGS AND a r r`" SIGNED OFF BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. 7 iY! STRUCTURAL STEEL: ° 2014 1.1'.-:3.1 1. STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED,AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATION FOR I- STRUCTURAL STEEL BUILDINGS-AISC LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS. SUBMIT SHOP DRAWINGS TO PTS FOR APPROVAL PRIOR TO FABRICATION. 24"x36"SCALE:3"•1'-0" Z Q 2. PRE-QUALIFIED STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM GRADES(SEE FABRICATION 11•x17"SCALE:1-1/2'=r-0" (N)POLE EXTENSION SECTION ,,,-s_ Q :, DRAWINGS FOR SPECIFIC GRADES FOR SPECIFIC PARTS): Y ,"' • WIDE FLANGE ASTM A992 Fy=50 ksl 7-2 r-- 6- • • CHANNEL ASTM A36 Fy=36 ksl S-1 i • ANGLE ASTM A36 Fy=36 ksi Weal O O • PLATE ASTM A38 Fy=36 ksi n • HSS/TUBE SHAPES ASTM A500 GR.B Fy=46 ksi /` 3 G • STEEL PIPEASTM A53 GR.8 Fy=35 ksl / 14.8"O.D.X/g" Q V/ A572-65 POLE TO r:ev, v • V 4. FIELD CUT EDGES,EXCEPT DRILLED HOLES,SHALL BE GROUND SMOOTH. MATCH EXISTING Ly `� n F'- BOLTS AND SCREWS: O 1. ALL CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING SPECIFIED HIGH STRENGTH ASTM A325 rel OR A490 BOLTS WITH THREADS EXCLUDED IN SHEAR PLANE. U-BOLTS ARE ASTM A307 WITH LOCKING DEVICE EXCEPT /1/'� WHERE NOT APPLICABLE. w 2. NUTS CONFORM TO ASTM A563.WASHERS CONFORM TO ASTM F436. 3. THREADED RODS CONFORM TO ASTM A36 UNLESS SPECIFIED OTHERWISE. 4. ANCHOR RODS CONFORM TO ASTM F1554. 5. FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES. 34g 6. ALL BOLTS AT EVERY CONNECTION SHALL BE INSTALLED SNUG FIT UNTIL THE SECTION IS FULLY COMPACTED,ANDaeee THEN TIGHTENED FURTHER BY AISC-"TURN OF THE NUT",TIGHTENING SHALL PROGRESS SYSTEMATICALLY. 7. BOLT LENGTHS UP TO AND INCLUDING FOUR DIAMETERS SHALL BE TENSIONED 1/3 TURN BEYOND SNUG FIT. BOLT LENGTHS OVER 4 DIAMETERS SHALL BE 1/2 TURN BEYOND SNUG FIT. 8. ALL BOLTED CONNECTIONS SHALL USE LOCK WASHERS. CORROSION CONTROL: MU •i� OM MA NM 1. ALL STEEL MEMBERS SHALL HAVE CORROSION CONTROL AS STATED BELOW: MEIIIVAIIIIIIIIMILWAIKIIIredlIMAIPAIN • STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED PER ASTM A123 rmwirrAireArArei_ _ _ __ REVISIONS • FASTENERS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153,ASTM B695 CLASS 50,OR BE j ELECTRO-GALVANIZED PER ASTM 8633.(A490 BOLTS SHALL NOT BE HOT DIPPED GALVANIZED) '1111 1.1 1111' 1111 1 111 NC. DATE DESCRIPTION INITIAL • GUYS STANDS SHALL BE PROTECTED IN ACCORDANCE WITH ASTM A475 OR A588 MINIMUM CLASS A COATING = _ = = o '.c/oe/r PER rn IT w,1a • GUY ANCHORAGE IN DIRECT CONTACT OF GROUND SHALL BE HOT DIPPED GALVANIZED PER ASTM A123 • ALL REPAIRS SHALL BE PROTECTED IN ACCORDANCE WITH ASTM A760 2. ALL FIELD CUT SURFACES SHALL BE REPAIRED WITH(2)COATS OF A 95%ZINC RICH PAINT PER ASTM A780. 3. ALL DAMAGED SURFACES,WELDED AREAS AND AUTHORIZED NON-GALVANIZED MEMBERS OR PARTS(EXISTING OR NEW)SHALL BE PAINTED WITH(2)COATS OF ZINC RICH PAINT. WELDS: 316 1. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE WITH AISC AND AWS WELDING CODE-STEEL AWS DI.1 SPECIFICATIONS AND RECOMMENDATIONS. (E)MONOPOLE- --- --- 2. WELDING TECHNICIANS SHALL BE WABO CERTIFIED. " 3. FILLER METAL FOR WELDS SHALL BE 70 KSI,LOW HYDROGEN MATERIAL UNLESS SPECIFIED OTHERWISE. NOT FDA CONSTRJCTION UNLESS 4. REFER TO STRUCTURAL DRAWINGS FOR ALL FIELD WELD SIZES AND TYPES. LABELED AS CONSTRUCTION SET 5. PRIOR TO FIELD WELDING GALVANIZED MATERIAL,CONTRACTOR SHALL GRIND OFF GALVANIZING 1/2"BEYOND ALL FIELD WELD SURFACES.REFERENCE CORROSION CONTROL NOTES FOR FINISHING FIELD WELDS SHEET TITLE - DESIGN CRITERIA SEISMIC DESIGN CRITERIA WIND DESIGN CRITERIA STRUCTURAL PLAN&NOTES •2010 Oregon Specialty Code Latitude=45.4389722 Exposure=B 'ASCE 7-05 Longitude=-122.781922 Basic Wind Speed,V=95 mph Mapped Parameter,Ss=0.972g(USGS) Basic Wind Speed(ice),VI=40 mph Mapped Parameter,Si=0.424(USGS) Topographic Factor,Kat=1 - - / Risk Category-II (ASCE07 Table 1.5.1) Importance Factor,Iw=1.0 _�_.. .__-_ _ -_ SHEET NUMBER - / /�1 Importance Factor,IE=1.0(ASCE07 Table 1.5-2) Site Class=D(ASCE07 Table 20.3.1) J ma 1 Seismic Design Category=D(ASCE07 Tables 11,61 24'08"SCALE:3'=1'-0" and 11.62) 11"x1r SCALE:1.1/2"=r-0• (N)POLE EXTENSION CONNECTION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. r -P081 RECEIVED y GREENBURG _.T 9 2013 t atst E ,,, 10250 SW NORTH DAKOTA ST CITY OF TIGARD TIGARD, OR 97223 View #: 1 "ILDINGDIVISION July 23, 2013 s-t- •• l"w , _ ) PROPOSE T MOBILITY EQUIPMENT (NOT SEEN IN THIS VIEW) w r ...r s•� ,. .. - -„r ate,. 1,11' ot 1 .a it PROPOSED AT&T PANEL ANTENNAS MOUNTED '" i d-T', a' ➢;� ._ : - . _ ' ON A PROPOSED 20'TALL MONOPOLE ;,5 - ? _ ,. . _ _ _',-- --` EXTENSION ON TOP OF AN(E}100'TALL STEEL _ �Tilltv �' . . ,' 0. . ' \-•'.. '''. . d °' MONOPOLE '`".r F PP`. • ;z ill , . g1. y• ' , -\ 7 SUBJECT SITE :. , } t J sca .- -.. - -...,- .--•.. ..I.-1, '',1' :':-Ii...!,,,-,!*-r4t..! NORTH '',i !i . 4. ..... I'.404re . ,.....i E 3N J t r" ' w , • .. `a _c • - •t O .. _ R The illustration above is a representation of the proposed project based on information provided by the client.Actual construction may vary dependent on approved construction plans and therefore PTS(Pacific Telecom Services)is not responsible for any post production design changes.Monotree disclaimer:(In the event that the proposed installation includes a monotree)The proposed installation is an artistic representation of a tree,and not intended to he an exact reproduction of an AT&T Mobility actual living tree.The final installation will have cables,cable ports,and various attachments,such as antennas,nuts,arid bolts.While every effort will be made to disguise these components,they wilt riot be readily apparent to the casual observer fl i7L I or passerby.However,upon close scrutiny,the true nature of the installation will be apparent. 16221 NE 72nd Way ilammorisrmi REv: Redmond, WA 98052 Prepared A Pacific Telecom Services, LLC Zech Phillips _. Phone: (503) 232-5213 3199 C Airport Loop Drive.Costa Mesa.CA 92626-3414 4— J P081 GREENBURG a & 10250 SW NORTH DAKOTA ST TIGARD, OR 97223 View #: 2 July 23, 2013 { a, t r ,. il AL. • R PROPOSED AT&T PANEL ANTENNAS MOUNTED » i • r �. " ON A PROPOSED 20'TALL MONOPOLE I • �' "� * ' r •-•; EXTENSIONON TOP OF ( )100'TALL STEEL ?'` ,, e 11 _ J MONOPOLE AN E r _ _ _ '3 �• AL: M C it: '. i - I .4111 • 24.111, '-: _ SUBJECT SITE .• .-.. `'' ,.r _ ,` ,-- , ate O . i` U-7 I i rL� i } x�� PROPOSED AT&T 11'•5"x26'PRE-FABRICATED I. �; ,< • i' ! 1 EQUIPMENT SHELTER MOUNTED INSIDE PROPOSED ���iii s''-„r .0- 20'x45'CHAINLINK FENCED LEASE AREA i ! - : ,1 _ '� C --A .,- i?,. , . . ,- t ' 1 0 4ur am t- -- ��� art._..,,,,..--- , .. C w Z . . .— . The illustration above is a representation of the proposed project basad or,inforniat on provided by the cherit.Actual construchen may vary dependent on approved construction plans and therefore PTS(Pacific Telecom Services)is not responsible • for any post production design changes.Monotree disclaimer:(In the event that the proposed installation includes a monotree)The proposed installation is an artistic representation of a tree,and not intended to he an exact reproduction of an AT&T Mobility actual living tree.The final installation will have cables,cable ports,and various attachments,such as antennas,nuts,and bolts.While every effort will be made to disguise these components,they will not be readily apparent to the casual observer or passerby.However,upon close scrutiny,the true nature of the installation will be apparent. 16221 NE 72nd Way Redmond, WA 98052 Prepared by: CJI. Pacific Telecom Services, LLC A Zech Phillips - Phone: (503) 232-5213 3199 C Airport loop Drive.Costa Mesa.CA 92626-3414