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ENG2020-0117RIGHT OF WAY PERMIT PERMIT NUMBER City of • • • Ave9:0ENG2020-0117 www.cityofedmonds.gov Description: ATT REPLACE ANTENNA ON EXISTING POLE ISSUED: 07/23/2020 Address: 9114 207TH ST SW EDMONDS WA 98026 EXPIRES: 01/22/2021 Permit Type: RIGHT OF WAY Permit Subtype: RESIDENTIAL Parcel Number: 00567400000800 iii NAME TYPE NAME ADDRESS PHONE APPLICANT AT&T DIGITAL LIFE, INC BROOKHAVEN GA 30319-5309 (855)455-9912 CONTRACTOR RYKA CONSULTING 5628 AIRPORT WAY SOUTH, SEATTLE WA 98108 (206)523-1941 OWNER STEWART ROBERT & SANDRA 9114 207TH PL SW, EDMONDS WA 98026 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $220.00 $220.00 RIGHT OF WAY STANDARD PERMIT FEE $330.00 $330.00 • REQUIREMENT TYPE NOTES TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their posession. RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday - No Exceptions WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW NATALIE GRIGGS 7/23/2020 RELEASED BY DATE Printed: Thursday, July 23, 2020 3:14:58 PM 1 of 2 RIGHITF WAY PERMIT City of • • • •:• •ENG2020-0117 www.cityofedmonds.gov• • CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. Contractor/Owner shall be responsible for repair/replacement of all damage to utilities and/or DAMAGE TO FRONTAGE frontage improvements in city right of way per city standards that is caused by or occurs during the IMPROVEMENTS permitted project. ALERT AFFECTED RESIDENTS AND/OR BUSINESSES PRIOR TO WORK START. VERIFY CLEAR BORE CROSSINGS. ENGINEERING OTHER RESTORE LANDSCAPE TO LIKE OR BETTER CONDITIONS. CALL FOR REQUIRED INSPECTIONS AS NOTED. ESC REQUIRED Maintain erosion & sediment control per city standards. Applicant on behalf of his or her spouse heirs assigns and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from HOLD HARMLESS any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:OOam to 6:OOpm on SOUND OR NOISE weekdays and 10:OOam to 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. UNDERGROUND UTILITY Call for locates of underground utilities prior to any excavation. LOCATES • �� INSPECTION TYPE DATE RESULT NOTES lip COMPLETE X-2 ENGINEERING FINAL** E-7 TRAFFIC CTRL Printed: Thursday, July 23, 2020 3:14:58 PM 2 of 2 nF EVA,1(-), -,NC. I sc) u ROW PERMIT NO.: ENG ISSUE DATE: RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME -AT&T @ SN63 Edmonds Ridge CONTRACTOR: GENERAL DYNAMICS INFO TECH Mailing Address:5628 Airport Way South, Suite 112 Seattle, WA 98108 State License #: GENERD1927CG City Business License #: NR-022726 Christine Contreras- Ryka Consulting 5628 Airport Way South Suite 112, Seattle, CONTACT: WA 98108 Phone #: 206-523-1941 Fax #: 206-260-7930 Email #• ccontreras@rykaconsulting.com x❑ Liability Insurance ❑x Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 9114 207th PL SW ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ® Commercial ❑ Subdivision ❑ City Project x❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family 0 EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit9 ANY ASSOCIATED PERMITS? ❑ Other ❑ Yes x❑ No BLD# ENG# 20180161 DESCRIPTION OF PROPOSED WORK (Be Specific) : AT&T is proposing to replace (2) existing antennas, add (4) lines of coax on the existing pole located in the ROW. WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ❑ Year: PAVEMENT CUT: ❑ Yes ❑ No If yes, indicate size of cut: x CONCRETE CUT: ❑ Yes ❑ No If yes, indicate size of cut: x RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X LF SF Alley 72 Hrs + LF X LF SF Parking 72 Hrs + LF X LF SF APPLICANT TO READ AND SIGN *Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. *Restoration is to be in accordance with City codes and Standards. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS. Indemnity: The Applicant has signed an application which states he/she hold the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including defense costs and attorney fees by reason of granting this permit. I have read the above statements and understand the permit requirements and acknowledge that I must follow all requirements in order for the permit to be valid. SIGNATURE DATE 10/4/19 Contractor or gent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE LEGEND DIRECTION OF TRAFFIC DSIGN (SHOWN FACING LEFT) ® CHANNELIZING DEVICE (CONE) ® CHANNELIZING DEVICE (DRUM) LONGITUDINAL CHANNELIZING DEVICE (WATER FILLED WHERE REQ'D) FLAGGER ® WORK AREA NOTE: 1. ALL TRAFFIC CONTROL WORK SHALL COMPLY WITH 2O09 MUTCD. 2. ALL WORK TO BE COMPLETED DURING STANDARD WORKING HOURS 7 AM-6 PM MONDAY-FRIDAY. MINIMUM TAPER LENGTH = L (feet) POSTED SPEED LIMIT 30 MPH LANE WIDTH TAPER LENGTH 10 150 11 165 12 180 CHANNELIZATION DEVICE SPACING (FEET) _POSTED SPEED LIMIT 30 MPH TAPER TANGENT 20 40 e❑ FORMULA FOR TAPER LENGTH L= WS2 L= 21.30 2 L= 18,900 L=315 60 60 60 L=315 MULTIPLIED BY 0.5 FOR URBAN ROAD L=157' SIGN SPACING = X (1) \ /\ 25/30 1±200' � 1. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS AT GRADE INTERSECTIONS AND DRIVEWAYS. 2. THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I � � I � � t- nSIDEWALK CLOSED r \\ // �T Al DRUM (SEE FIGURE RR9-9 6F-7 2009 MUTCD) SUBJECT UTILITY END POLE/CELL TOWER ,D WORK I CURB — — — — — — W1-4 (R) CONCRETE SIDEWALK CONE (SEE FIGURE ® ® o 6F-7 2009 MUTCD) ® 0 0 0 WORK AREA L U 0 0 0 0 0 0 0 0 ® -0 100'-0" 100'-01, ® ® ® MAIN ST 0 ROAD WORK TEMPORARY AHEAD NO PARKING W20-1 W1-4 (R) W1-4 (R) TRAFFIC CONTROL PLAN 22x34 SCALE: NTS I 11 x1 7 SCALE: NTS ale ale PARKING NOTE: 2 NO PARKING SIGN MUST BE IN PLACE AT LEAST 72 HOURS PRIOR TO CLOSURE INDICATING WHEN CLOSURE WILL BE IN PLACE. SIDEWALK CLOSED I I ABOVE GROUND R -9 TEMPORARY ASPHALT RAMP EQUIPMENT & TO MEET ADA STANDARDS EQUIPMENT VAULT I ! ®w L_I U 0 0 ® -� -0 -0 — RECEIVED 7/14�2 I 100'-01, n� f EMPORARY NEND O TPARKING ROAD W( G20-2 W1-4 (L) ± 110'-0" TAPER LENGTH / TRANSITION ZONE (TYP) at&t Your world. Delivered. I CCOi�WMlTONi I 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 W W W.CORNERSTONE-ENGR.COM PROJECTINFO: `ISSUED FOR: CTRAFFIC CONTROL PLAN REV::DATE:=ISSUED FOR: BY:� I I O O O I W Q 06-08-20 TRAFFIC CONTROL PLAN DRA Q 05-18-20 TRAFFIC CONTROL PLAN DRA Q DRAWN BY:=CHK.: APV.: I DRA MWO MWO ISSUE DATE: ROAD 11CURRENT 06-08-2020 WORK AHEAD LICENSURE: I W20-1 1 od'-o" — JURISDICTIONAL APPROVAL: PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: TRAFFIC CONTROL PLAN DRAWING NUMBER: 1 TC-1 1 CEI JOB NUMBER: LTE 6C 19-09109 IJ } z 1� oc CAMP+ ASSOCIATES o a z at&t Your world. Delivered. VICINITY MAP t m s m � I N ird SITE LOCATION Pine � L Edmonds �a APPROVAUSIGN OFF OF DRAWINGS CONSULTANT DATE SIGNATURE PROJECT MANAGER CONSTRUCTION MANAGER SITE ACQUISITION LANDLORD'S REPRESENTATIVE CARRIER DATE SIGNATURE PROJECT MANAGER CONSTRUCTION MANAGER RF ENGINEER INTERCONNECT OPERATIONS COMPLIANCE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REDLINED EDMONDS RIDGE - LTE 6C 9114 207TH STREET SW EDMONDS, WA 98020 SNOHOMISH COUNTY FA #: 10092672 / S N 63 GENERAL LOCATION MAP 0 192ntl 6, 6W , a o, 9. rm Pi sry 193ttl 6t 5W � Puget o. � m 1 . i�tn S4aW ILOCATION g — god SSITETE LOCATION�� ipregue 6t t } —, 1 hnartRt; xe�h sc }nNonm,mawg . ,,.1 m 3p— : n 21an 31 s`N a St SW 21N 61 S — it sw DRIVING DIRECTIONS FROM NEW CINGULAR WIRELESS IN REDMOND, WA: TAKE WA-908 / REDMOND WAY TAKE RAMP RIGHT AND FOLLOW SIGNS FOR 1-405 NORTH TAKE RAMP RIGHT FOR WA-524 WEST TOWARD LYNNWOOD / SEATTLE KEEP STRAIGHT ONTO WA-524 / 196TH ST SW TURN LEFT ONTO 88TH AVE W TURN RIGHT ONTO 204TH ST SW TURN LEFT ONTO MAPLEWOOD DR TURN RIGHT ONTO MAIN ST ARRIVE AT 47.810561,-122.355833 LEGAL DESCRIPTION SEA VIEW ESTATES 3 BLK 000 D-00 - LOT 8. PER SNOHOMISH COUNTY ASSESSORS RECORDS PROJECT TEAM APPLICANT: NEW CINGULAR WIRELESS, LLC 16221 NE 72nd WAY, RTC 3 P.O. BOX 97061 REDMOND, WA 98052 PROJECT ENGINEER: CORNERSTONE ENGINEERING, INC. 16928 WOODINVILLE-REDMOND RD N.E. STE 210 WOODINVILLE, WA 98072 MARK W OLSON, P.E. (425) 487-1732 PROJECT CONSULTANT: GENERAL DYNAMICS 1750 FOUNDERS PARKWAY, SUITE 120 ALPHARETTA, GA 30009 (770)225-1564 PROJECT INFORMATION CODE INFORMATION: ZONING CLASSIFICATION: RS-12 (UNZONED R.O.W.) BUILDING CODE: IBC 2015 CONSTRUCTION TYPE: V-B OCCUPANCY: GROUP U JURISDICTION: CITY OF EDMONDS, WA PROPOSED BUILDING USE: TELECOMM SITE LOCATION (BASED ON NAD 83 LATITUDE: 47" 48' 38.01" N (47.810561) LONGITUDE: 122° 21' 20.99" W (-122.355833) TOP OF STRUCTURE: t50.0' (WOOD UTILITY POLE) BASE OF STRUCTURE: t386.0' AMSL GENERAL DYNAMICS PROPERTY / TOWER OWNER: SNOPUD 1802 75TH AVE EVERETT. WA 98208 PROJECT LEAD: ED BELLAN (781)400-7459 ed.bellan@gdit.com CONSTRUCTION MANAGER: ED BELLAN (781)400-7459 ed.bellan@gdit.com LEASING: KELLER HIGBEE (206)523-1941 khigbee@rykaconsulting.com PERMITTING: CHRISTINE CONTRERAS (206) 523-1941 ccontreras@rykaconsulting.com RF ENGINEER: ANNE LE (425)580-1577 al7568@att.com ADJ. PARCEL NUMBER: 00567400000800 AREA OF PARCEL: ±12,197 SQ. FT. (t0.28 ACRES) PROJECT AREA: ±64.5 SQ. FT. (EQUIP. VAULT) NEW IMPERVIOUS AREA: 0 SQ. FT. GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. (NON ASSIGNED TECH PARKING) 2. TRAFFIC IS UNAFFECTED. DRAWING INDEX DWG DESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES A-1 SITE PLAN A-1.1 EXISTING ENLARGED SITE PLAN A-1.2 EXISTING & PROPOSED EQUIP. VAULT PLANS A-2 EXISTING & PROPOSED SOUTH ELEVATIONS A-3 DETAIL SHEET RFA ANTENNA PLANS & SCHEDULES E-1 SCHEMATIC GROUNDING PLAN E-1.1 GROUNDING DETAILS PROJECT INFORMATION 1. REPLACE (2) UMTS PANEL ANTENNAS @ LOWER RAID 2. INSTALL (4) 7/8"0 COAX FROM NEW RRH'S TO ANTENNAS THIS SITE IS EQUIPPED WITH (10) MARATHON BATTERY STRINGS AND (5) CORDEX RECTIFIERS. THIS SITE REQUIRES (10) MARATHON BATTERY STRINGS AND (5) CORDEX RECTIFIERS TO MEET ATT-002-290-347-V9 BBU RUNTIME REQUIREMENTS. THIS SITE IS COMPLIANT 3. RELOCATE (4) TWIN TRIPLEXERS @ LOWER LEVEL EQUIPMENT VAULT FROM VAULT WALL TO OVERHEAD CABLE LADDER TO CLEAR SPACE FOR NEW STRUT MOUNTED EQUIPMENT & RE -CABLE AS REQUIRED 4. INSTALL (2) B5 REMOTE RADIO HEADS (RRH) @ LOWER LEVEL OF (E) EQUIPMENT VAULT 5. INSTALL (2) TWIN COMBINERS @ LOWER LEVEL OF (E) EQUIPMENT VAULT 6. INSTALL (1) 5G GROWTH KIT TO (E) FSM4 7. INSTALL (2) 25 AMP BREAKERS FOR B5 RRH'S 8. INSTALL (1) 25 AMP BREAKER FOR GROWTH KIT PER RFDS VERSION 2.0 DATED 08-28-2019 SCOPING TRACKER DATED 09-28-2019 at&t Your world. Delivered. —� CORNERSYONE 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 W W W.CORNERSTONE-ENGR.COM =PROJECT INFO: LISSUED FOR: CCONSTRUCTION =REV:= DATE: —ISSUED FOR: BY:� Qp 10-24-19 FINAL JRF Qq 10-07-19 PRELIMINARY JRF DRAWN BY:—CHK.: APV.: JRF MWO MWO [[CURRENT ISSUE DATE: 10-24-19 =LICENSURE: JURISDICTIONAL APPROVAL: PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: TITLE SHEET =DRAWING NUMBER: T-1 0 CEI JOB NUMBER: LTE 6C 19-09109 GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS SIGNED WET STAMP. 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 9. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH OFFSITE. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMING CLIENT AS ADDITIONAL INSURED, AND CLIENT PROOF OF LICENSE($) AND PE & PD INSURANCE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. 17. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. DIAL 811. 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT ALONG WITH REDLINED CONSTRUCTION SET. 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO THE CLIENT UPON COMPLETION. 20. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY CLIENT CONSTRUCTION MANAGER. 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 24. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTO SIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTO SIMULATIONS. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 25. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET"- HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 26. GENERAL & SUBCONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL 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 MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA, WA. DESIGN CRITERIA: THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2015 IBC) DESIGN LOADS: DESIGN DATA FOR THE CITY OF EDMONDS, WA: -ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION) -BASIC WIND SPEED 110 MPH (3 SEC GUST) -WIND EXPOSURE B CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. BUILDING/DWELLING CODE 2015 IBC (STATE BUILDING CODE, WAC CHAPTER 51-50) 2015 IRC (STATE BUILDING CODE, WAC CHAPTER 51-51) STRUCTURAL CODE 2015 IBC (STATE BUILDING CODE, WAC CHAPTER 51-50) MECHANICAL CODE 2015 IMC (STATE BUILDING CODE, WAC CHAPTER 51-52) ELECTRICAL CODE 2017 NEC (DEPT. OF LABOR & INDUSTIRES, WAC CHAPTER 296-46B) FIRE/LIFE SAFETY CODE 2015 IFC (STATE BUILDING CODE, WAC CHAPTER 51-54A) FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2015 IBC BUILDING CODE. CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318. 2. CONCRETE SHALL BE MIXED PROPORTIONED CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2015 IBC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENTHS W/C MINIMUM CEMENT (fc) RATIO CONTENT PER CUBIC YARD A. SLABS ON GRADE 2,500 PSI 50.45 5 SACKS TOPPING SLABS CONCRETE PIERS B. ALL STRUCTURAL CONCRETE 4,000 PSI 5 0.45 6 1/2 SACKS EXCEPT WALLS C. CONCRETE WALLS 4,000 PSI 5 0.45 6 1/2 SACKS CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 2. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 3. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH ACI 318. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 5. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 7. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 PSI. B. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY $O DETAILED OR APPROVED BY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" - CONCRETE EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2" (#5 BARS OR SMALLER) 1 1/2" - CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (SLABS, WALLS AND JOISTS) (#11 BARS AND SMALLER) 3/4" (BEAMS, COLUMNS) (PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS) 1 1/2" 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. STRUCTURAL STEEL NOTES: 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.I. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2O15 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. WIDE FLANGE SHAPE ASTM A992, Fy 50 KSI B. OTHER SHAPE, PLATES AND ROD ASTM A36, Fy 36 KSI C. PIPE COLUMNS ASTM A53, Fy 35 KS I D. STRUCTURAL TUBING ASTM A500, Fy 46 KSI E. ANCHOR BOLTS ASTM A307 F. CONNECTION BOLTS ASTM A325 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER Al23/A123M-13. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. TOWER/POLE NOTES: 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. ABBREVIATED ROOFTOP SAFETY PROCEDURES (WHEN APPLICABLE): (AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN CONSTRUCTION, INC. - 03/01/99) FALL PROTECTION METHODS AND EQUIPMENT ROOFTOP INSTALLATIONS 1. FOR WORK BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN V OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. 4. SAFETY LINE SHALL BE MINIMUM ''/," DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES CALL TWO WORKING DAYS BEFORE YOU DIG! 811 NATIONAL UTILITIES UNDERGROUND LOCATE raeNCHwc iN accoRoaNCE wi,H cuR�NrIIN osHA srar°o IaAol AT ALL SYMBOLS AND ABBREVIATIONS A/C AIR CONDITIONING MAX MAXIMUM AGL ABOVE GRADE LEVEL MECH MECHANICAL APPROX APPROXIMATELY MTL METAL MFR MANUFACTURE BLDG BUILDING MGR MANAGER BLK BLOCKING MIN MINIMUM B.O. BOTTOM OF MISC MISCELLANEOUS B.O.S. BOTTOM OF STEEL N/A NOT APPLICABLE CLG CEILING NIC NOT IN CONTRACT CLR CLEAR N.S. NEAR SIDE CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE CONC CONCRETE CONST CONSTRUCTION O.C. ON CENTER CONT CONTINUOUS O.D. OUTSIDE DIAMETER O/H OVERHEAD DBL DOUBLE DIA/OJ DIAMETER PLC$ PLACES DIAG DIAGONAL PLYWD PLYWOOD ON DOWN PROJ PROJECT DET DETAIL PROP PROPERTY DWG DRAWING PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH EA EACH PT PRESSURE TREATED EL ELEVATION ELEC ELECTRICAL RAD RADIUS EQ EQUAL REQ REQUIRED EQUIP EQUIPMENT RM ROOM E.W. EACH WAY RO ROUGH OPENING EXT EXTERIOR SCH SCHEDULE FIN FINISH SHT SHEET FLUOR FLUORESCENT Sim SIMILAR FLR FLOOR SPEC SPECIFICATION F.S. FARSIDE SF SQUAREFOOT FT FOOT SS STAINLESS STEEL STL STEEL GA GAUGE STRUCT STRUCTURAL GALV GALVANIZED STD STANDARD G.C. GENERAL CONTRACTOR SO FT SQUARE FOOT GRINDGROUND SQIN SQUARE INCH GYPBD GYPSUM WALLBOARD SUSP SUSPENDED HORZ HORIZONTAL THK THICK HR HOUR THRU THROUGH HT HEIGHT TNNG TINNED HVAC HEATING VENTILATION T.O. TOP OF AIR CONDITIONING T.O.S. TOP OF STEEL TYP TYPICAL I.D. INSIDE DIAMETER IN INCH UNO UNLESS NOTED OTHERWISE INFO INFORMATION INSUL INSULATION VERT VERTICAL INT INTERIOR V.I.F. VERIFY IN FIELD IBC INTERNATIONAL BUILDING CODE W/ WITH LBS POUNDS W/O WITHOUT WP WATERPROOF I'L PLATE CHAIN -LINK FENCE r? CENTERLINE -" O K O CHAIN -LINK FENCE W/ BARB WIRE WOOD FENCE (E) EXISTING T T TELEPHONE # DETAIL NUMBER POWER )C-# SHEET NUMBER - GROUND WIRE COAX COAXIAL CABLE SPECIAL INSPECTIONS: SPECIAL INSPECTIONS IN ACCORDANCE WITH 2O15 IBC SECTION 1704. SOILS/GEOTECHNICAL: ❑SHORING INSTALLATION AND MONITORING ❑OBSERVE AND MONITOR EXCAVATION ❑VERIFY SOIL BEARING psf BEARING ❑SUBSURFACE DRAINAGE PLACEMENT ❑VERIFY FILL MATERIAL AND COMPACTION ❑VERIFY CONDITIONS AS ANTICIPATED ❑PILE PLACEMENT (AUGER CAST/DRIVEN PILE) ❑OTHER REINFORCED CONCRETE: ❑REINFORCING STEEL AND CONCRETE PLACEMENT ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION ❑BATCH PLANT INSPECTION ❑SHOTCRETE ❑GROUTING ❑OTHER STRUCTURALSTEEL: ❑FABRICATION AND SHOP WELDS ❑ERECTION AND FIELD WELDS AND BOLTING ❑OTHER STRUCTURAL ALUMINUM: ❑FABRICATION AND SHOP WELDS ❑ERECTION AND FIELD WELDS AND BOLTING ❑OTHER STRUCTURAL MASONRY: ❑CONTINUOUS ❑PERIODIC ❑OTHER OTHER: NONE REQUIRED ANCHORING TO CONCRETE: ❑BOLTS INSTALLED IN CONCRETE ❑POST -INSTALLATION ADHESIVE ANCHORS ❑POST -INSTALLATION MECHANICAL ANCHORS at&t Your world. Delivered. -� CORM17i!7r?1 E 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 W W W.CORNERSTONE-ENGR.COM rPROJECT INFO: `ISSUED FOR: CONSTRUCTION [[REV:: DATE:- - ISSUED FOR: BY: 10-24-19 FINAL JRF 10-07-19 PRELIMINARY JRF L JURISDICTIONAL APPROVAL: f PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: GENERAL NOTES DRAWING NUMBER: G-1 0 CEI JOB NUMBER: LTE 6C 19-09109 eat&t Your world. Delivered. -� CORNERS��ONE 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 W W W.CORNERSTONE-ENGR.COM =PROJECT INFO: `ISSUED FOR: CCONSTRUCTION =REV:= DATE: -ISSUED FOR: BY:___1 Qp 10-24-19 FINAL JRF Qq 10-07-19 PRELIMINARY JRF DRAWN BY:=CHK.: APV.: JRF I MWO MWO -CURRENT ISSUE DATE: 10-24-19 =LICENSURE: JURISDICTIONAL APPROVAL: PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: SITE PLAN =DRAWING NUMBER: A-1 0 CEI JOB NUMBER: LTE 6E 19-09109 eat&t Your world. Delivered. -� CORNERSYONE 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 W W W.CORNERSTONE-ENGR.COM =PROJECT INFO: `ISSUED FOR: CCONSTRUCTION =REV:= DATE: -ISSUED FOR: BY:___1 Qp 10-24-19 FINAL JRF Qq 10-07-19 PRELIMINARY JRF DRAWN BY:-CHK.: APV.: JRF MWO MEO CCURREN I ISSUE DATE: 10-24-19 =LICENSURE: `JURISDICTIONAL APPROVAL: PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: EXISTING ENLARGED SITE PLAN =DRAWING NUMBER: A-1.1 0 CEI JOB NUMBER: LTE 6C 19-09109 RELOCATED TWIN TRIPLEXER @ OVERHEAD CABLE LADDER (TYP OF 4) RE -CABLE AS REQUIRED (E) DISCONNECT, ABOVE (E) STRUT MOUNTED DUAL B12/14 RRH (TYP OF 2) (E) ACCESS LADDER (E) FIRE EXTINGUISHER (E) ELECTRICAL PROPOSED EQUIPMENT (E) ACCESS HATCH, ABOVE (E) AC PANEL STRUT MOUNTED B5 RRH (TYP OF 2) A S (E) AIR DRYER (E) VAULT ACCESS 9 A-3 (E) LOWER LEVEL EQUIPMENT VAULT HATCH DOOR, ABOVE (E) FIRE EXTINGUISHER _ — — UF (E) TELCO BOX I I (E) FIF RACK (E) ARGUS POWER RACK L_ J G (E) UPPER LEVEL PROPOSED (1) 5 EQUIPMENT VAULT GROWTH KIT TO (E) FSM4 � L (E) OVERHEAD CABLE LADDER W/ (12) 7/8"0 COAX (E) STRUT MOUNTED DUAL PROPOSED (4) 7/8"0 COAX B25166 RRH, BELOW (TYP OF 2) PROPOSED (3) 25 AMP BREAKERS ROUTED TO MATCH (E) (E) STRUT MOUNTED WCS RRH, ABOVE (TYP OF 2) (E) BATTERY RACK PROPOSED TWIN COMBINER MOUNTED TO (E) OVERHEAD 71 (E) UMTS CABINET CABLE LADDER (TYP OF 2) A-3 PLAN NORTH PLAN NORTH PROPOSED LOWER LEVEL EQUIPMENT VAULT PLAN 4 PROPOSED UPPER LEVEL EQUIPMENT VAULT PLAN 3 22x34 SCALE: 1/2" = 1'-01, 11x17 SCALE: 1/4" = T-0" 22x34 SCALE: 1/2" = 1'-01. 11x17 SCALE: 1/4" = T-0" (E) DISCONNECT, ABOVE (E) STRUT MOUNTED DUAL B12/14 RRH (TYP OF 2) (E) ACCESS LADDER (E) FIRE EXTINGUISHER (E) ELECTRICAL (E) WALL MOUNTED EQUIPMENT (E) ACCESS HATCH, ABOVE (E) AC PANEL TWIN TRIPLEXER TO BE E AIR DRYER (E) VAULT ACCESS RELOCATED TO (E) OVERHEAD CABLE LADDER & RE -CABLE AS REQUIRED (TYP OF 4) (E) LOWER LEVEL EQUIPMENT VAULT II II I I II I _ \\ \ I L J o I el _—_--_— - __ () HATCH DOOR, ABOVE (E) FIRE EXTINGUISHER UF _-- (E) TELCO BOX I I (E) FIF RACK (E) ARGUS POWER RACK I 1 (E) UPPER LEVEL EQUIPMENT VAULT (E) OVERHEAD CABLE LADDER W/ (12) 7/8"0 COAX (E) STRUT MOUNTED DUAL B25/66 RRH, BELOW (TYP OF 2) (E) STRUT MOUNTED WCS RRH, ABOVE (TYP OF 2) (E) BATTERY RACK (E) UMTS CABINET PLAN NORTH PLAN NORTH EXISTING LOWER LEVEL EQUIPMENT VAULT PLAN 2 EXISTING UPPER LEVEL EQUIPMENT VAULT PLAN 22x34 SCALE: 1/2" = 1'-01, 11x17 SCALE: 1/4" = T-0" I 22x34 SCALE: 1/2" = 1'-01. 11x17 SCALE: 1/4" = T-0" II II � I II II 1 II I \\ IL_JIII \ I II II 1 L � IH—�I II II II II o I of 16 at&t Your world. Delivered. -� COFINEFIST9N4 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 W W W.CORNERSTONE-ENGR.COM =PROJECT INFO: `ISSUED FOR: CCONSTRUCTION =REV:= DATE: —ISSUED FOR: BY:� Qp 10-24-19 FINAL JRF Qq 10-07-19 PRELIMINARY JRF DRAWN BY:—CHK.: APV.: JRF MWO MWO -CURRENT ISSUE DATE: 10-24-19 =LICENSURE: JURISDICTIONAL APPROVAL: PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: EXISTING & PROPOSED EQUIPMENT VAULT PLANS =DRAWING NUMBER: A-1.2 0 CEI JOB NUMBER: LTE 6C 19-09109 NOTES: 1. PAINT PROPOSED ANTENNAS, MOUNTING HARDWARE & COAX TO MATCH EXISTING CONDITIONS 2. SEE RF-1 FOR EXISTING & PROPOSED ANTENNA PLANS (E) PANEL ANTENNA (TYP OF 2) (E) PANEL ANTENNA (TYP OF 2) (E) TWIN TMA (TYP OF 4) (E) TWIN TMA (TYP OF 4) Z—z E PANEL ANTENNA TIP HEIGHT E PANEL ANTENNA TIP HEIGHT EL t52.9' AGL EL t52.9' AGL TOP OF (E) UTILITY POLE _ _ _ �E P) ANEL ANTENNA RAD_CENTN Q ►TOP OF (E) UTILITY POLE _ _ _ �E P) ANEL ANTENNA RAD_CENT�ER v EL t50.0' AGL EL t49.5' AGL v EL t50.0' AGL EL t49.5' AGL REPLACEMENT PANEL ANTENNA RAD_CENTER OL _ _ _ _(E P) ANEL ANTENNA RAD_CENTER EL t43.0' AGL V EL t43.0 AGL I REPLACEMENT PANEL = ANTENNA (TYP OF 2) 5 ?+ (E) PANEL ANTENNA TO BE A-3 +I REPLACED (TYP OF 2 PLCS) - +I _P_p P p_P_ �P�p P p— P _ (E) ±50.0' WOOD SNOPUD UTILITY POLE P— P— p— P _ P—p— (E)t50.0'WOOD SNOPUD UTILITY POLE P_p—p—P_P P (E) AT&T CONDUIT W/ (12) 7/8"0 COAX (E) AT&T CONDUIT W/ (12) 7/8"0 COAX (E) OVERHEAD UTILITY LINE (TYP) (E) OVERHEAD UTILITY LINE (TYP) (E) GPS ANTENNA P p P p _ (E) GPS ANTENNA � P p P p _ _ —PAP P P p p—P—P—p_ �P_P P P P p_P_P_ P—P_P_ P—p_-P—p_p_ P—P—p_ P—p_p_P_P_ P—p_p_p_p_ (E) WOOD FENCE (E) SNOPUD EQUIPMENT (E) WOOD FENCE (E) SNOPUD EQUIPMENT (E) MAN GATE W/ AT&T (E) MAN GATE W/ AT&T UTILITY H-FRAME, BEYOND UTILITY H-FRAME, BEYOND (E) ROCK RETAINING WALL (E) ROCK RETAINING WALL GRADE (REF 0.0') o o 0 0 ov 0 0 0 GRADE (REF 0.0') o oV oV o 0 ov ov 0 0 EL t386.0' AMSL---------- EL t386.0' AMSL (� ------------------------- -------------- I (E) UNDERGROUND CONDUIT BETWEEN (E) UNDERGROUND CONDUIT BETWEEN PROPOSED (4) 7/8"0 COAX ROUTED TO MATCH (E) UTILITY POLE & AT&T EQUIPMENT VAULT UTILITY POLE & AT&T EQUIPMENT VAULT I I I I (E) UPPER LEVEL EQUIPMENT VAULT A72 L------- (E) UPPER LEVEL EQUIPMENT VAULT Al2 L-- - - - - -- (E) LOWER LEVEL EQUIPMENT VAULT 1/2 1 2 (E) LOWER LEVEL EQUIPMENT VAULT A 1 2 PROPOSED SOUTH ELEVATION 2 EXISTING SOUTH ELEVATION 22x34 SCALE: 1/8" = V-0" 11x17 SCALE: 1/16" = V-0" 22x34 SCALE: 1/8" = V-0" 111x17 SCALE: 1/16" = V-0" eat&t Your world. Delivered. —E _ apno saroO "E 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 W W W.CORNERSTONE-ENGR.COM -PROJECT INFO: `ISSUED FOR: CCONSTRUCTION =REV::DATE: —ISSUED FOR: BY:� Qp 10-24-19 FINAL JRF Qp 10-07-19 PRELIMINARY JRF DRAWN BY:—CHK.: APVFO : I LJRF MWO C::d CURRENT ISSUE DATE: 10-24-19 =LICENSURE: `JURISDICTIONAL APPROVAL: PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: EXISTING & PROPOSED SOUTH ELEVATIONS =DRAWING NUMBER: A-2 0 CEI JOB NUMBER: LTE 6C 19-09109 STANDARD MOUNTING KIT TWIN SAME BAND COMBINER RELOCATED TWIN PROPOSED TWIN TRIPLEXER FROM VAULT COMBINER MOUNTED WALL TO OVERHEAD @(E)OVERHEAD CABLE LADDER (TYP OF 4) CABLE LADDER. RE -CABLE AS REQUIRED INSTALL PER MFR RECOMMENDATIONS MANUFACTURER IKAELUS MODEL DBC0135F3V92-1 HEIGHT 12.56" WIDTH 10.47" DEPTH 10.12" WEIGHT 45.11bs NO. PART NAME OTY 1 FIXED CLAMP 4 PROPOSED (4) 7/8"0 COAX "� 10.12" 11.68" 5.51" ROUTED D MATCH (E) 2 HEX. CAP BOLT, M8 4 3 PLAIN WASHER, M8 8 a LADDER WEAD)CABLE COAX 4 HEX. NUT, M8 8 DUAL B12/ 4 RRH(TYPOF 2) F 7i NOTE: ELECTRICAL EQUIPMENT (TYP) ALL CONNECTION COMPONENTS �p m o ARE STAINLESS STEEL 304 0 C11 v co ASTM A276-304 MATERIAL � PROPOSED STRUT MOUNTED 0 0 o LOWER LEVEL B5 RRH. INSTALL PER MFR EQUIPMENT VAULT E RECOMMENDATIONS (TYP OF 2) 2 EQ TOP SIDE FRONT COMBINER DETAIL EQUIPMENT VAULT ELEVATION 11 9 22x34 SCALE: 1 1/2" = 1'-0" 11x17 SCALE: 3/4" = T-0" 22x34 SCALE: 1/2" = 1'-01. 11x17 SCALE: 1/4" = T-0" 2"-3"O.D. � � PANELANTENNA PIPE MAST I I MANUFACTURER KATHEREIN MODEL 80010964 M10 NUT WEIGHT 183.8 Ibs AN I tNNA 20.0" 2 1 —OPPOSITE BRACKET 3 4 300mm M10) o HEX BOLT 0 80mm M10 HEX BOLT PIPE BRACKET m FLATWASHER LOCKWASHER TOP FRONT SIDE ANTENNA BRACKET 8 RRH BRACKET 7 NOT USED 6 PANEL ANTENNA 5 22x34 SCALE: 1" = 1'-0" 11x17 SCALE: 1/2" = V-0" 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS 22x34 SCALE: 1/2" = 1'-0.1 111x17 SCALE: 1/4" = V-0" WILCOR PART #'S: 4" MIN 12" STANDOFF WA12SB 18" STANDOFF WA18SB 24" STANDOFF WA24SB (E) WOOD UTILITY POLE kit)4 so CONDUIT (TYP OF 5) °m °m mem em em FLEXI AHCA 850MHz RRH MANUFACTURER NOKIA MODEL AIRSCALE RRH 4T4R B5 160W HEIGHT 13.26" DEPTH 6.49" WIDTH WEIGHT 16.611bs (E) WOOD UTILITY POLE 1' 6" (V.I.F.) 3/4" LAG SCREWS 11.6" 11.6" 6.5" MIN 3" PENETRATION 0 COAX o e m m (TYP (TYP OF 4) m e m e0 m /00 ma (E) P1000 UNISTRUT STANDOFF TOP FRONT SIDE (E) 4"0 CONDUIT (TYP OF 5) (E) CONDUIT CLAMP W/ (12) 7/8"0 COAX CONDUIT DETAIL 4 ��?_:�S�ED 3 B5 RRH 2 NOT USED22x34 SCALE: 1" = 1'-0" 11x17 SCALE: 1/2" = 1'-0" ATS 11x17 SCALE: NTS 22x34 SCALE: 1" = V-0" 1x17 SCALE: 1/2" = V-0" 22x34 SCALE: NTS 11 x1 7 SCALE: NTS 40at&t Your world. Delivered. -� CORNERSYONE 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 W W W.CORNERSTONE-ENGR.COM rPROJECT INFO: LISSUED FOR: CCONSTRUCTION REV:= DATE: —ISSUED FOR: BY: Qp 10-24-19 FINAL JRF 10-07-19 PRELIMINARY JRF � PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: DETAIL SHEET rDRAWING NUMBER: A-3 0 CEI JOB NUMBER: LTE 6C 19-09109 PROPOSED ANTENNA CONFIGURATION AND SCHEDULE - PER RFDS VERSION 2.0 - DATED 08-28-19 SECTOR X AZIMUTH RAD CENTER OTY VENDOR MODEL L. ELEC. LT MECH TILT RET TMA RRH CITY # OF FEEDERS FEEDER TYPE FEEDER LENGTH PLACEMENT DIPLEXED 5G 850 115° ±43.0 1 KATHREIN 80010964 4° 0° YES - 1 (N) 2 (N) 2 (E) 7/8"0 7/8"0 ±30' ±30' (E) CONDUIT YES UMTS 850 / 5G 4° - LTE 700 115° ±49,5' 1 KATHREIN 80010991 4° 0° YES 3 (E) 4 (E) 7/8"0 ±30' (E) CONDUIT YES LTE 1900/AWS 3° (2) E14R0QP33 LTE WCS 3° SECTOR Y AZIMUTH RAD CENTER TY CITY VENDOR MODEL . TILT MECH. TILT RET TMA RRH CITY # OF FEEDERS FEEDER TYPE FEEDER LENGTH PLACEMENT DIPLEXED 5G 850 300° ±43.0' 1 KATHREIN 80010964 4° 2 (N) 2 (E) 7/8 0 7/8" 0 +30 ±30' (E) CONDUIT YES UMTS 850 / 5G 4° LTE 700 300° ±49.5' 1 KATHREIN 80010991 0° YES 3 (E) 4 (E) 7/8"0 ±30' (E) CONDUIT YES LTE 1900/AWS j (2) E14ROOP33 LTE WCS EXISTING ANTENNA CONFIGURATION AND SCHEDULE - PER RFDS VERSION 2.0 - DATED 08-28-19 SECTOR X AZIMUTH RAD CENTER CITYELEC. CITY VENDOR MODEL TILT MECH. TILT RET TMA RRH OTY # OF FEEDERS FEEDER TYPE FEEDER LENGTH PLACEMENT DIPLEXED UMTS 850 115° ±43.0' 1 KATHREIN 80010864 2 0° YES - 2 (E) 7/8"0 ±30' (E) CONDUIT NO UMTS 850 2° - LTE 700 115° t49-5' 1 KATHREIN 80010991 4° 0° YES 3 (E) 4 (E) 7/8"0 ±30' (E) CONDUIT YES LTE 1900/AWS 3° (2) E14R0QP33 LTE WCS 3° SECTOR Y AZIMUTH RAD CENTER CITY VENDOR MODEL ELEC. MECH. TILT RET TMA RRH OTY # OF FEEDERS FEEDER TYPE FEEDERTILT LENGTH PLACEMENT DIPLEXED UMTS 850 300° ±43.0' 1 KATHREIN 80010864 8° W YES - 2 (E) 7/8"0 ±30' (E) CONDUIT NO UMTS 850 8° LTE 700 300° ±49.5' 1 KATHREIN 80010991 4° 0° YES 3 (E) 4 (E) 7/8"0 ±30' (E) CONDUIT YES LTE 1900/AWS 3° (2) E14ROOP33 LTE WCS 3° PROPOSED RF SCHEDULE 6 EXISTING RF SCHEDULE 5 22x34 SCALE: NTS 11 x1 7 SCALE: NTS 22x34 SCALE: NTS 11x17 SCALE: NTS q2i qZ� M�Ty (E) ±50.0' HIGH SNOPUD UTILITY POLE M�Ty (E) ±50.0' HIGH SNOPUD UTILITY POLE ,?pp 3pp SECTOR SECTOR ^Y^ (E) A6 - LTE 700/1900/AWS/WCS PANEL ANTENNA „Y„ REPLACEMENT A5 - 850-5G/ UMTS 850 PANEL ANTENNA A-3 REPLACEMENT B5 - 850-5G/ 5 (E) B6 - LTE 700/1900/ SECTOR UMTS 850 PANEL ANTENNA SECTOR AWS/WCS PANEL ANTENNA A-3 q�7M�Ty g2iM�Th' >7so 77so (E) STACKED TWIN TMA (TYP OF 4) PLAN NORTH PLAN NORTH PROPOSED ANTENNA PLAN @ THE 49.5' LEVEL 4 PROPOSED ANTENNA PLAN @ THE 43.0' LEVEL 3 22x34 SCALE: 1/2" = V-0" 11x17 SCALE: 1/4" = 1'-0" 22x34 SCALE: 112" = 1'-0" 11x17 SCALE: 1/4" - 1'-0" q�7M�'Ty (E) ±50.0' HIGH SNOPUD UTILITY POLE �7MUTjy (E) ±50.0' HIGH SNOPUD UTILITY POLE 3p� 000 SECTOR Y (E) A6 -LTE 700/1900/AWS WCS PANEL ANTENNA SECTOR ^Y^ (E) A5 - UMTS 850 PANEL ANTENNA TO BE REPLACED (E) B6 - LTE 700/1900/ SECTOR AWS/WCS PANEL ANTENNA (E) 65 -UMTS 850 PANEL SECTOR „X., ANTENNA TO BE REPLACED "XI g2jMUTy g2GLjVTN 77s 77S (E) STACKED TWIN TMA (TYP OF 4) PLAN NORTH PLAN NORTH EXISTING ANTENNA PLAN @ THE 49.0' LEVEL 2I EXISTING ANTENNA PLAN @ THE 43.0' LEVEL 22x34 SCALE: 1/2" = V-0" 11x17 SCALE: 1/4" = V-0" 22x34 SCALE: 1/2" = V-0" 11x17 SCALE: 1/4" = V-0" leat&t Your world. Delivered. -E COFINEFI3��ONE 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 W W W.CORNERSTONE-ENGR.COM rPROJECT INFO: LISSUED FOR: CCONSTRUCTION rREV:: DATE: —ISSUED FOR: BY: ___1 Qp 10-24-19 FINAL JRF Qq 10-07-19 PRELIMINARY JRF I DRAWN BY:—CHK.: APV.: LJRF MWO MWO -CURRENT ISSUE DATE: 10-24-19 =LICENSURE: LJURISDICTIONAL APPROVAL: PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: ANTENNA PLANS & SCHEDULES rDRAWING NUMBER: RF-1 0 CEI JOB NUMBER: LTE 6C 19-09109 eat&t Your world. Delivered. -� CORNERSYONE 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 W W W.CORNERSTONE-ENGR.COM PROJECTINFO LISSUED FOR: CCONSTRUCTION rREV:: DATE: -ISSUED FOR: BY:___1 Qp 10-24-19 FINAL JRF Qq 10-07-19 PRELIMINARY JRF DRAWN BY:-CHK.: APV.: JRF MWO MWO -CURRENT ISSUE DATE: 10-24-19 =LICENSURE: L' JURISDICTIONAL APPROVAL: PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: SCHEMATIC GROUNDING PLAN rDRAWING NUMBER: E-1 0 CEI JOB NUMBER: LTE 6E 19-09109 EQUIPMENT CHASSIS / (2) 3/8"0 SS HEX NUT HYLUG CONNECTOR INSTALLATION GROUNDING BUSS BAR / INSTRUCTIONS: CABLE RACEWAY (#2) TWO HOLE 1. SELECT PROPER HYLUG FOR THE WIRE SIZE USED. COMPRESSION LUG 2. STRIP CABLE OF INSULATION TO A LENGTH EQUAL GROUND WIRE STUD (TYP OF 2 @ TO THE BARREL OF THE CONNECTOR. NO -LUX ANTI -OXIDIZING FRONT AND BACK OF CABINET) 3. INSERT CABLE FULLY INTO CONNECTOR. COMPOUND 4. APPLY THE PROPER NUMBER OF CRIMPS AS SHOWN BY NUMBER OF COLORED BANDS. CLEAR HEAT SHRINK ON 5. CRIMP FROM TONGUE END OF CONNECTOR COMPRESSION LUGS TOWARD CABLES FOR TERMINALS AND CENTER SPLICE TOWARD CABLE FOR BUTT SPLICES 3/8"0 STAR WASHER #2 STRANDED GREEN REQUIRING MORE THAN ONE CRIMP PER END. INSULATED COPPER GROUND LEAD TO BUSS BAR OR #2 HYLUG TYPE YGA CONNECTOR IS PRE -FILLED WITH SOLID BARE TINNED COPPER PENETROX COMPOUND AND STRIP SEALED. PLAN TO (E) GROUNDING SYSTEM BURNDY HYDRAULIC DIE SET #U1CRT-1/U11T. NOTE: FOR GROUNDING CONNECTIONS TO PAINTED CABINETS CHASSIS, GRIND OFF ALL ENAMEL COATINGS TO BARE METAL AT LUG CONTACT AREA PRIOR TO MAKING BOLTED LUG CONNECTION. APPLY NO -LUX TO ALL EXPOSED BARE METAL. NOT USED 2 NOT USED GROUND LUG CONNECTION 9 22x34 SCALE: NTS 1 1x1 7 SCALE: NTS 22x34 SCALE: NTS 1 1x1 7 SCALE: NTS 22x34 SCALE: NTS 1 1x1 7 SCALE: NTS GROUND BAR ATTACHMENT: COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION CONCRETE SUBSTRATE: (4) 3/8"0 HILTI TZ EXPANSION ANCHORS DOUBLE LUGS, ATTACH TO WITH 2" MINIMUM EMBEDMENT. GROUND BAR & INSTALL BY ANTENNA CONTRACTOR WOOD FRAMED SUBSTRATE: (4) 3/8"0 LAG SCREWS WITH 2" MINIMUM (CADWELD TYPE-GL) EMBEDMENT (ADD BLOCKING IF NECESSARY. CLEAR HEAT SHRINK 4"x 24"x 1/4" THK COPPER SOLID CMU WALL: (4) 3/8"0 HILTI TZ EXPANSION ANCHORS ON COMPRESSION LUGS GROUND BAR. INSTALLED WITH 2" MINIMUM EMBEDMENT. BY GENERAL CONTRACTOR HOLLOW CMU WALL: (4) 3/8"0 HILTI HIT HY-20 WITH HIT -A O O STANDARD RODS. (3 3/8" EMBEDMENT) 0 0 0 0 0 O co 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTE:COAT MECHANICAL CONNECTIONS PROVIDE ELECTRICAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W/ "NO -LUX" OR APPROVED EQUAL ISOLATORS @ O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONNECTION (TYP) O O za° FIELD VERIFY #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE-GL) TYPICAL GROUND BUSS BAR CONNECTIONS 7 22x34 SCALE: NTS 11x17 SCALE: NTS 40 R4 *4�� TYPE GL LUG TYPE GR z TYPE PT I TYPE GT TYPE SS TYPE VS NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. CADWELD DETAIL 4 NOT USED 3 NOT USED 22x34 SCALE: NTS I 11x17 SCALE: NTS 1 22x34 SCALE: NTS 11x17 SCALE: NTS 1 22x34 SCALE: NTS 11x17 SCALE: NTS 40at&t Your world. Delivered. -� CORNERS��ONE 16928 WOODINVILLE-REDMOND RD NE, SUITE 210 WOODINVILLE, WA 98072 PHONE: 425.487.1732 W W W.CORNERSTONE-ENGR.COM =PROJECT INFO: LISSUED FOR: CCONSTRUCTION =REV:= DATE: -ISSUED FOR: BY:___1 Qp 10-24-19 FINAL JRF Qq 10-07-19 PRELIMINARY JRF DRAWN BY:-CHK.: APV.: JRF MWO MWO [[CURRENT ISSUE DATE: 10-24-19 =LICENSURE: 'JURISDICTIONAL APPROVAL: PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: GROUNDING DETAILS =DRAWING NUMBER: E-1.1 0 CEI JOB NUMBER: LTE 6C 19-09109