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HomeMy WebLinkAboutPermit M14-0157 - BELLTOWN INVESTMENT PARTNERS L - GENERATOR AND WOOD FENCE ENCLOSUREBELLTOWN INVESTMENT PARTNERS 14240 INTERURBAN AVE S M14-0157 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 3365901881 Permit Number: 14240 INTERURBAN AVE S Issue Date: Permit Expires On: BELLTOWN INVESTMENT PARTNERS L M14-0157 10/3/2014 4/1/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BELLTOWN INVESTMENT PARTNER 2505 2ND AVE #520 , SEATTLE, WA, 98121 TAMI DREW 733 7 AVE STE 209 , KIRKLAND, WA, 98033 LEGACY TELECOMMUNICATIONS INC PO BOX 360 , BURLEY, WA, 98322 LEGACTI005 KD Phone: (206) 331-7072 Phone: (253) 858-0214 Expiration Date: 6/1/2015 DESCRIPTION OF WORK: ADDITION OF A WIRELESS COMMUNICATION FACILITY TO THE ROOFTOP OF A BUILDING. INCLUDES INSTALLATION OF A 30 KW GENERATOR ON CONCRETE PAD ON GRADE WITHING 8' X 16; WOOD FENCE ENCLOSURE. Valuation of Work: $15,000.00 Type of Work: NEW Fuel type: Fees Collected: $389.62 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2014 2012 Permit Center Authorized Signature: / Date: (o/3// I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agee to the conditions attached to this permit. Signature: Print Name: Gct f 7 S` Date: /t 3 -1 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 2: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 3: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 4: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 5: ***MECHANICAL PERMIT CONDITIONS*** 6: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 7: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: Approved portable fire extinguishers complying with the International Fire Code and with a minimum rating of 3-A:40-B:C shall be provided and located such that an extinguisher is not more than 75 feet (22860 mm) from pumps, dispensers or storage fill -pipe openings. (IFC 2305.5) 9: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 10: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 11: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 18: Install a labeled, readily visible, readily accessible emergency power off switch that will disconnect all power in case of emergency. 19: The installation of flammable/combustible liquid storage tanks, both aboveground and underground, requires a separate fire department permit for each tank. Permits can be obtained from the Tukwila Fire Marshal's Office at 444 Andover Park East, Tukwila WA 98188. 206-575-4407. 22: A stamped licensed engineers' letter may be submitted to the fire inspector at the time of inspection certifying compliance with the referenced code requirements. 20: All flammable/combustible liquid tank installations and piping shall comply with 2012 International Fire Code Chapter 57 and NFPA 30 21: Generator installation shall comply with NFPA 30, chapter 22, NFPA 31, NFPA 37, NFPA 110, NFPA 111, NFPA 70, article 445 and manufacturers installation guidelines. 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 24: Applicant will need to replace removed Maple tree from generator installation elsewhere on property. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKW Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. 114 0 [ Project No. Date Application Accepted: 9S t L Date Application Expires: 1 �-S'— (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: 3365901881 Site Address: 14240 Interurban Ave S, Tukwila, WA 98168 Suite Number: Floor: Tenant Name: Belltown Investment Partners LLC PROPERTY OWNER Name: Belltown Investment Partners LLC Address: 2505 2nd Ave #520 City: Seattle State: WA zip: 98121 CONTACT PERSON — person receiving all project communication Name: Tami Drew / Cascadia PM Address: 733 7th Ave, Suite 209 City: Kirkland State: WA Zip: 98033 Phone: (206) 331-7072 Fax: (425) 671-6201 Email: tami.drew@cascadiapm.com New Tenant: Yes ..No MECIIANICAL CONTRACTOR INFORMATION Company Name: To Be Determined Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ 15,000 Describe the scope of work in detail: Addition of a Wireless Communication Facility to the rooftop of a building. Includes installation of a 30 kw generator on concrete pad on grade within 8' X 16' wood fence enclosure. Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric ❑ Gas ❑ Other: Diesel H:Wpplications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu • Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator 1 Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDI G 0 ER OR AUTHORIZED AGENT: Signature: L �� mi Drew / Cascadia PM Date: — L L Print Name: Day Telephone: (206) 331-7072 Mailing Address: 733 7th Ave, Suite 209 Kirkland WA 98033 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-I I.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID $389.62 M14-0157 Address: 14240 INTERURBAN AVE S Apn 3365901881 389' MECHANICAL $374.63 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $267.20 PLAN CHECK FEE R000.322.102.00.00 0.00 $74.93 TECHNOLOGY FEE $14.99 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2779 R000.322.900.04.00 0.00 $14.99 $389.62 Date Paid: Tuesday, August 05, 2014 Paid By: CASCADIA PM LLC Pay Method: CHECK 83471 Printed: Tuesday, August 05, 2014 11:52 AM 1 of 1 RWSYSTEMS CP INSPECTION NO. INSPECTION RECORD Retain a copy with permit Af11-6(.-7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pryye�c�:( Type;4s4ec:10n: f / Date Called: Addr ss: /17,(D Arita,/ /We50. Special Instructions: ver Ge eI- ,/� 4/1/1 Date Wanted: /' 7-- g ` -t J a.m. p.m. Requester: Phone No: 2s3-4-ii56'-60% Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: oc- c-c(&-ct. c.---cfoT- tit°G(Lt Ci`r-dz- d tay a Pia vQ Inspector: fc Date: f �l REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION. RECORD Retain a copy with permit INSPECTION NUMBER 131111 OL5-7 PERMIT NUMBERS CITY OF:TUKWILA FIRE DEPARTMENT /206-575-4407 Project: fJ'J Ti — -0-0/k , Ty o f inspection: Address aL/p i-p-s Suite #: Contact Person: Special Instructions: 1 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: a 5-g Date: %iV//S Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Projgct:. i j. t, f 'lowly 1 iv tie 5 61 FR_ t r Type of Inspection: 5C7(r s- -, it ke.. _.. Address: € 7 Suite #: �° (0 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: - t e X •k i "% c C¢ ; 7 -- f { `✓ `. r `l 1. C% -. / /✓ s i../ ( (M1 T. 12rE 4- F7/oic, c �« R Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: "` Date: ,�,P . g t; "- Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,�� ,pp ' 4 Y / /f /fP.(7'. 4, (;` Type of Inspection: r/f-' .2,,4 / Address: Suite #: / 92 YY _7' S. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. 171 Corrections required prior to approval. COMMENTS: /l% ?; Ca c- `77iV1 /0 - --,'/"' - ,?-E..? 5. ?/ /,,-- — /1.' 7. .A1 U g. i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood'& Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:' � ,, ,rs- 3 Date: ZA-7 Hrs.: ,/ 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: Word/Inspection Record Form.Doc State: 3/14/14 Zip: T.F.D. Form F.P. 113 City of Tukwila Department of Community Development 7/1/2015 TAMI DREW 733 7 AVE STE 209 KIRKLAND, WA 98033 RE: Permit No. M14-0157 BELLTOWN INVESTMENT PARTNERS L 14240 INTERURBAN AVE S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 8/11/2015. Based on the above, you are hereby advised to: 1) Ca1I the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 8/11/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: M14-0157 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0157 DATE: 08/05/14 PROJECT NAMEBELLTOWN INVESTMENT PARTNERS LLC SITE ADDRESS: 14240 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division 111 Public Works n Fire Prevention Structural AAA( A\AL ot'llesiuf Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/07/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required n Denied (ie: Zoning Issues) (corrections entered in Reviews) DUE DATE: 09/04/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 LEGACY TELECOMMUNICP —TONS INC Page 1 of 3 0 Washington State Department of Labor & Industries LEGACY TELECOMMUNICATIONS INC Owner or tradesperson TRACY, JAMES M Principals TRACY, JAMES M TRACY, RYAN J TRACY, SARAH J Doing business as LEGACY TELECOMMUNICATIONS INC WA UBI No. 602 018 360 PO BOX 360 BURLEY, WA98322 253-858-0214 KITSAP County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. LEGACTI005KD Effective — expiration 05/04/2000— 06/01/2015 Bond International Fidelity Ins Co Bond account no. 0606557 $12,000.00 Received by L&I Effective date 03/06/2013 04/20/2013 Expiration date Until Canceled Bond history Insurance No current insurance account. See the insurance history. Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602018360&LIC=LEGACTI005KD&SAW= 10/03/2014 r-,suc t.vr T Permit No. NIL - Plan review approval is subject to errors and °r• i ° E R R U B Approval of construction documents does not ad the violation of any adopted code or ordinance. _ of approved Field Copy and conditions is a « • e riMiwirelesst: ed�s d: Ve14240 INTERURBAN AVE. S Date: TU KWI LA, WA 98168 PROJECT SUMMARY THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: 1. PROPOSED ADDITION OF A WIRELESS TELECOMMUNICATIONS FACILITY TO THE ROOFTOP OF A BUILDING. 2. PROPOSED VERIZON WIRELESS OUTDOOR EQUIPMENT MOUNTED ON 11-0" X 26.-0" STEEL PLATFORM WITHIN 15'-0" X 30.-0" LEASE AREA / SCREEN WALL (TO MATCH EXISTING BUILDING AESTHETICS). 3. PROPOSED INSTALLATION OF A 30 KW GENERATOR ON CONCRETE PAD LOCATED ON GRADE WITHIN 8'-0" X 16'-0" WOOD FENCE ENCLOSURE. 4. PROPOSED INSTALLATION OF TWELVE (12) PANEL ANTENNAS, (12) RRH, (3) SURGE PROTECTOR, AND (1) GPS ANTENNA ON THE ROOFTOP OF AN EXISTING BUILDING. 5. PROPOSED INSTALLATION OF 200A ELECTRICAL SERVICE AND FIBER SERVICE FOR VERIZON WIRELESS EQUIPMENT. PROJECT VICINITY & AREA MAPS DRIVING DIRECTIONS FROM SEATAC INTERNATIONAL AIRPORT: 1. START OUT GOING SOUTH ON INTERNATIONAL BLVD / WA-99S (.06 MI) 2. TAKE THE SEA-TAC AIRPORT RAMP (1.5 MI) 3. MERGE ONTO WA-518 E TOWARD I-5 / SEATTLE / 1-405 / TACOMA (1.6 MI) 4. TAKE 1-405 N TOWARD RENTON (.9 MI) 5. TAKE THE WA-181 S/W VALLEY HWY, EXIT 1, TOWARD TUKWILA (.2 MI) 6. TURN LEFT ONTO W VALLEY HWY / WA-181 / INTERURBAN AVE S (1.2 MI) 7. SITE IS ON THE RIGHT ESTIMATED TIME: ESTIMATED DISTANCE: 10 MINS 5.44 MILES 16.22° SITE INFORMATION City of Tukwila TUKWILA, WA98168N& DIVISION SITE ADDRESS: LATITUDE: LONGITUDE: DATUM: SOURCE: JURISDICTION: PARCEL NUMBER: ZONING CLASSIFICATION: GROUND ELEVATION: TOP OF (E) ROOFTOP: TOP OF (N) ANTENNAS: TOP OF (N) SCREEN WALL: OCCUPANCY GROUP: CONSTRUCTION TYPE: 47° 28' 34.37" N (47.476215) (BETA SECTOR) 122° 15' 24.45" W (122.256793) (BETA SECTOR) NAD 83 1A (BETA SECTOR) CITY OF TUKWILA 3365901881 CLI 26.1' AMSL 31.-6" AGL ± 39.-6" AGL ± 39.-6" AGL U II-B 1•• W'A Dart ti JN �ilY 1,•.„, +00 PROJECT LOCATION v tv, - t LEGAL DESCRIPTION SEE SV-1 SHEET. UTILITY COMPANIES POWER: PUGET SOUND ENERGY PH: 800.225.5773 TELCO/FIBER: CENTURY LINK PH: 800.350.1044 GOVERNING CODES PROJECT CONTACTS APPLICANT VERIZON WIRELESS 3245 158TH AVE MS 231 BELLEVUE, WA 98008 PROPERTY & TOWER OWNER BELLTOWN INVESTMENTS PARTNER 2505 2ND AVE #520 SEATTLE, WA 98121 MARK WALSH PH: 206.529.3916 PRINCIPAL ENGINEER, NETWORK CONSTRUCTION VERIZON WIRELESS 3245 158TH AVE MS 231 BELLEVUE, WA 98008 MICHAEL GALLAGHER PH: 206.715.0014 ZONING AND PERMITTING CONSULTANT CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 TAMI DREW PH: 425.828.1008 SITE ACQUISITION CONSULTANT CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 BOB DICKSON PH:425.466.0061 SURVEYOR SITE SURVEY AND MAPPING, INC 4906 ALPEN GLOW PLACE NW ISSAQUAH, WA 98027 PH: 425.644.2076 STRUCTURAL ENGINEER VECTOR STRUCTURAL ENGINEERS 9138 S STATE ST., SUITE 101SANDY, UT 84070 ROGER T.A LWORTH, S.E. RECEIVED PH: 801.990.1775 CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER MI+O 157 GOVERNING CODES IBC-2012, INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS NEC-2008, NATIONAL ELECTRICAL CODE A.DA COMPLIANCE INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. REVISIONS No changeswithoutsmade to the scope of wodc prior approval of Tukwila Building Division. NOTE: Revisions will mgvirr newoun submittal and may include additional plan review fees. T-1.0 SV-1 A-1.0 A-2.0 A-2.1 A-3.0 A-4.0 A-5.0 A-5.1 A-6.0 A-7.0 A-8.0 A-8.1 A-9.0 S-1.0 S-2.0 S-3.0 E-1.0 E-2.0 E-3.0 E-4.0 GN-1 GN-2 GN-3 GN-4 NSTRUCTION DRAWIh EWED FOR 1 OMPLIANCE APPROVED AUG 2 8 2014 1Tio- DRAWING INDEX City ®f kwila BUILDINip IVISION DESCRIPTION TITLE SHEET TOPOGRAPHIC SURVEY OVERALL SITE PLAN ENLARGED ROOF/SITE PLAN OVERALL BUILDING STRUCTURAL GRID SOUTEAST AND SOUTWEST PROPOSED ELEVATIONS EQUIPMENT DETAILS ANTENNA DETAILS ANTENNA & EQUIP. DETAILS FENCE DETAILS CONSTRUCTION DETAILS GENERATOR DETAILS GENERATOR DETAILS SIGNAGE DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS SITE ELECTRICAL PLAN ENLARGED ELECTRICAL PLANS ELECTRICAL DETAILS & ONE -LINE DIAGRAM ELECTRICAL DETAILS & PANEL SCHEDULE GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY CORPORATION SERVICES IS STRICTLY PROHIBITED. APPRivAikai TITLE PERIM PROPERTY OWNER REQUIRED FOR. VERIZON REPRESENTATIVE r ! PROJECT MANAGER Mechanical SITE ACQUISITION W" 44 ZONING lambing CONST. MANAGER Gas Piping RF ENGINEER AAV MANAGER City of Tukwila rke sit "IMAM "It sinerma veripwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 WECTOR CPM PRO ECT NO.: 5406 PRELIMINARY NO. DATE ' D/C DESCRIPTION 0 07-21-14 TT/GS, 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE TITLE SHEET SHEET NO. T-1.0 \ ADJACE NT CLI ZONING / / • • • • APPROX. LOCATION OF LESSEES INGRESS/EGRESS FROM INTERURBAN AVE S (E) SUBJECT PROPERTY LINE (TYP) ADJACENT ZONING SF-NRL / 1 / 1 ,/ / PARCEL NUMBER: 3365901881 (E) PARKING AREA (E) UPPER ROOFTOP AREA: 5.82 ACRES 0 (E) LOWER ROOFTOP ADJACENT ZONING RVR r VERIZON WIRELESS PROJECT AREA SEE SHEET A-2.0 J I \ t 121'-g• • (E) PARKING ^' AREA 1 ADJACENT ZONING CLI (E) ROOFTOP ACCESS HATCH; (N) ACCESS TO ROOFTOP EQUIP. AND ANTENNAS (E) T-MOBILE FENCED EQUIPMENT AREA AT GRADE (N) 30KW GENERATOR ON 4'-0" X 8'-0" CONC. PAD AT GRADE WITHIN 8'-0"x16'-0" WOOD FENCE ENCLOSURE; (E) 3" 0 MAPLE TREE TO BE REMOVED TO ACCOMMODATE INSTALLATION (E) BUILDING (TYP) (E) SIDEWALK (TYP) DRAWING LEGEND — - - - - -a- SUBJECT PROPERTY LINE ADJACENT PROPERTY LINE LEASE AREA - - ACCESS EASEMENT CF COAX/FIBER ROUTE COAX COAX ROUTE F FIBER ROUTE P POWER ROUTE TELCO TELCO ROUTE P/T POWER/TELCO ROUTE E E E EXISTING ELECTRICAL x x x- EXISTING FENCE Alki ELEVATION MARKER © SECTION MARKER WV COMMON ABBREVIATIONS (E) EXISTING (P) PROPOSED (N) NEW ABBREVIATIONS CONTINUED (TYP) TYPICAL ON SHEET G-4 RE: REFERENCE NOTE: SITE PLAN DERIVED FROM; 'SITE SURVEY & MAPPING, INC. LAND SURVEY, EXISTING DRAWINGS, GIS, AERIAL IMAGES AND SITE PHOTOS. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER W 6.22" S SCALE: 1" = 80'-0" (11X17) 0' 40' 80' 160' verignwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 1ECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE OVERALL SITE PLAN SHEET NO. A-1.0 1 OVERALL SITE PLAN SCALE: 1" = 40'-0" (22X34) i M� (E) PARKING J AREA (N) VERIZON WIRELESS GAMMA SECTOR ANTENNAS (TYP OF 4) `(E) T-MOBILE ANTENNAS AND PARAPET MOUNTED ANCILLARY EQUIP. (TYP) 0 (E) T-MOBILE ROOFTOP CABLE TRAY (TYP) APPROX. LOCATION OF (E) ELECTRICAL ROOM ON 1ST FLOOR — L — (E) SKYLIGHT (N) FIBER AND POWER ROUTE FROM 1ST FLR. ELECT. ROOM (N) FIBER AND POWER ROUTE ON NON -PENETRATING SLEEPERS ROUTED BELOW PLATFORM TO UTILITY H-FRAME (E) UPPER ROOFTOP (E) LOWER ROOFTOP (N) STEEL I -BEAMS BELOW EQUIP PLATFORM, SPANNING (E) GLU-LAM BEAMS BELOW (N) VERIZON WIRELESS EQUIPMENT CABINETS MOUNTED ON 11'-0"X26'-0" STEEL PLATFORM W/ SCREEN WALL (TO MATCH (E) BUILDING AESTHETICS) Alth i "'it;rSo F d am1i p e.m� In . (N) VERIZON WIRELESS GPS ANTENNA (N) VERIZON WIRELESS UTILITY H-FRAME 16'-3" (N) VERIZON WIRELESS BETA SECTOR ANTENNAS (TYP OF 4) (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR) (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4) (N) VERIZON WIRELESS 12" WIDE CABLE TRAY ON NON -PENETRATING SLEEPERS TO GAMMA SECTOR - ± 90'-0" (E) ROOFTOP MOUNTED HVAC EQUIP. (TYP) r4— o (N) VERIZON WIRELESS 12" WIDE CABLE TRAY ON NON -PENETRATING SLEEPERS TO ALPHA SECTOR - ± 130'-0" s NIF (N) VERIZON WIRELESS 12" WIDE CABLE TRAY ON NON -PENETRATING SLEEPERS TO BETA SECTOR - ± 80'-0" s (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4) (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR) (N) VERIZON WIRELESS ALPHA SECTOR ANTENNAS (TYP OF 4) (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR) (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2014 City of Tukwila BUILDING DIVISIO NOTES: f (E) PARKING J AREA AZIIbIUTHq SECTOR RECEIVED ITY OF TUKWILA PERMIT CENTER 1. PROPOSED ANTENNAS & MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. 2. CONTRACTOR TO VERIFY (N) SECTORS & AZIMUTHS WITH RF ENGINEER PRIOR TO INSTALLATION. 3. PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY CONDITION OF STRUCTURE AT PROPOSED MOUNTING LOCATION TO ENSURE EXISTING CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. 1 ENLARGED ROOF/SITE PLAN SCALE: 1/16" = 1-0" (11X17) 0' 8' 16' 32' i ■■ Verl pwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW , SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE ENLARGED ROOF/SITE PLAN SHEET NO. A-2.0 SCALE: 1/8" = 1'-0" (22X34) 270'-0 30'-0" i 30'-0" i. 30'-0" 30'-0" irk I I r-r-r-r- I-4- -F-1-- L1_ 1_L_ I. 30'-0" 30'-0 ALL ANTENNAS MUST REMAIN WITHIN BLOCKED 30'-0" BAY, TYP. 18" TJJ 55 @ 4'-0" O.C., TYP. 30'-0" (E) 8-3/4"x39" GL BEAM V (E) 8-3/4"x39" CANT'L GL BEAM (24F-V4) (E) JOISTS @ 4'-0" O.C., TYP REVIEWED '?',R CODE COMPLIANCE APPROVED AUG 282t014 City of Tukwila `*� BUILDING D `,:. 1 (E) HSS 8"x8"x1/4" CONTINUOUS BUILDING COLUMN TO 9'-6" SQ. MAT FND. BELOW (2000 PSF MIN. ALLOWABLE BEARING) W/ 18'-6" MAX. UNBRACED LENGTH (E) OR (N) 3X4 BLKG 4'-0" O.C., TYP. AS SHOWN (E) JOISTS 4'-0" O.C., TYP (E) GRID -LINE OF BUILDING STRUCTURE (TYP) RECEIVED CITY OF TUKWILA AUG 0.5 2014 PERMIT CENTER SCALE: 1" = 20'-0" (11X17) 10' 20' 40' Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 ..)//1/ a n• 1 n■• R• ECTOR CPM PROJECT NO.: 06 PREUMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE OVERALL BUILDING STRUCTURAL GRID SHEET NO. A-2.1 OVERALL BUILDING STRUCTURAL GRID SCALE: 1" = 10'-0" (22X34) (N) VERIZON WIRELESS ANTENNAS (TYP OF 4 PER SECTOR, TOTAL OF 12) (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4 PER SECTOR, TOTAL OF 12) • (N) TOP OF VERIZON WIRELESS EQUIP. SCREEN WALL N. 39'-6" AGL • (N) TOP OF VERIZON WIRELESS ANTENNAS • 39'-6" AGL Alp (E) TOP OF ROOF PARAPET WALL • 33'-6" AGL • (E) TOP OF ROOF DECK 31'-6" AGL (E) T-MOBILE ANTENNAS (TYP) W/ (N) VERIZON ANTENNAS BEYOND irbp (E) TOP OF BLDG. LOWER ROOF 18'-0" AGL • (E) GRADE (26.1' AMSL) • 0'-0" AGL (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR, TOTAL OF 3) (N) VERIZON WIRELESS EQUIPMENT CABINETS MOUNTED ON 11'-0"X26'-0" STEEL PLATFORM WITHIN 15.-0" X 30'-0" LEASE AREA / SCREEN WALL (TO MATCH (E) BUILDING AESTHETICS) .k***------------ (E) T-MOBILE ANTENNAS (TYP) W/ (N) VERIZON ANTENNAS BEYOND NOTE: PROPOSED ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 City of Tukwila BUILDING DIVISION 1 SOUTHWEST ELEVATION SCALE: 1" = 20'-0" (11X17) SCALE: 1" = 10'-0" (22X34) 0' 10' 20' 40' i i Ati (N) TOP OF VERIZON WIRELESS EQUIP. SCREEN WALL N. 39.-6" AGL „(N) TOP OF VERIZON WIRELESS ANTENNAS 39'-6" AGL h (E) TOP OF ROOF PARAPET WALL R 33'-6" AGL • (E) TOP OF ROOF DECK 31'-6" AGL • (E) TOP OF BLDG. LOWER ROOF • 18'-0" AGL (E) GRADE (26.1' AMSL) 0'-0" AGL (E) T-MOBILE ANTENNAS (TYP) (N) VERIZON WIRELESS EQUIPMENT CABINETS MOUNTED ON 11'-0"X26'-0" STEEL PLATFORM WITHIN 15'-0" X 30'-0" LEASE AREA / SCREEN WALL (TO MATCH (E) BUILDING AESTHETICS) (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR, TOTAL OF 3) NOTE: PROPOSED ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. (N) VERIZON WIRELESS ANTENNAS (TYP OF 4 PER SECTOR, TOTAL OF 12) r(N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4 PER SECTOR, TOTAL OF 12) 0 0 0 0 RECE1VEr) CITY OF TUKWILA (N) 30KW GENERATOR ON 4'-0" X 8'-0" CONC. PAD AT GRADE WITHIN 8'-0"x16'-0" WOOD FENCE ENCLOSURE; (E) 3" 0 MAPLE TREE TO BE REMOVED TO ACCOMMODATE INSTALLATION (E) T-MOBILE FENCED EQUIPMENT AREA AT GRADE AUG . 0 5 2014 PERMIT CENTER SCALE: 1" = 20.-0" (11X17) 0' 10' 20' 40' verinnwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 1ECTOR 7/30/14 T. AL>y ONAL' CPM PROJECT NO.: 5406 1 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE SW AND SE ELEVATIONS SHEET NO. A-3.0 2 SOUTHEAST ELEVATION SCALE: 1" = 10.-0" (22X34) i • OUTDOOR FLEXENT MODULAR CELL 4.0/4.0B PRIMARY CABINET WITH HEAT EXCHANGE 1 • • 0 n • • • FRONT VIEW 2" HUB / COUPLING EQUIPMENT CABINETS CENTERED & ANCHORED ON I -BEAMS -SEE 4/A-4.0 (TYP) SIDE VIEW HEAT EXCHANGER TOP SOLAR SHIELD HEAT EXCHANGER 35.4" TOP VIEW i FRONT VIEW COMMSCOPE-RBA7238 BATTERY CABINET, 48V, VRLNTEC 7 39.0" t— • • • . 0 0 SIDE VIEW 36.0" 1' 1 OUTDOOR PRIMARY EQUIPMENT CABINET SCALE: NTS (11X17) SCALE: NTS (22X34) 2 OUTDOOR BATTERY CABINET SCALE: NTS (11X17) SCALE: NTS (22X34) 0 11 FRONT VIEW OUTDOOR ERICSSON RBS 8101 SIDE VIEW 06 N 28.0" TOP VIEW VERIZON WIRELESS EQUIPMENT INFORMATION EQUIPMENT DIMENSIONS WEIGHT LUCENT MODCELL 4.OB 72"H X 35.4"W X 40"D 1,090 Ibs COMMSCOPE RBA72-36 BATTERY CABINET 72"H X 36"W X 39"D 3900 Ibs ERICSSON 6101 W/ BBU 77"H X 28"W X 28"D 915 Ibs VERIZON WIRELESS GENERATOR INFORMATION (@ GROUND LEVEL) MTU 30kW W/ 210 GALLON DIESEL TANK 92"H X 110'VV X 40"D 4,600 Ibs (WET) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2014 City of Tukwila BUILDING DIVISION PRIMARY CABINET (GROWTH) 3 -6" MW / MISC g 10" MOEN MEOW LTE CABINET LTE CABINET (GROWTH) 0 10 I I a 1- �f- I 10' PRIMARY CABINET i a ■iiii NMI fl BATTERY CABINET RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER BATTERY CABINET (GROWTH) L 1-0_= J. 3 SCALE: NTS (11X17) SCALE: NTS (11X17) Veri/iwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 *. ECTOR a n a CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE EQUIPMENT DETAILS SHEET NO. A-4.0 3 OUTDOOR LTE CABINET SCALE: NTS (22X34) 4 EQUIPMENT LAYOUT DETAILS - ROOFTOP PLATFORM SCALE: NTS (22X34) DEPTH F- z w J SIDE VIEW FRONT VIEW WIDTH `l1 TOP VIEW MANUFACTURER: PART NUMBER: LENGTH: LENGTI: DEPTH WEIGHT: WEIGHT W/ HARDWARE: AMPHENOL ANTEL, INC HT4C6318X000 94.9" 20.7" 7.4" 68.0 LBS 83.2 LBS MOUNTING PIPE DIAMETER 02.36" - 4.72" MOUNTING HARDWARE PART# 36210008 MANUFACTURER: PART NUMBER: LENGTH: WIDTH: DEPTH WEIGHT: WEIGHT W/ HARDWARE: AMPHENOL ANTEL, INC WWX063X13X00 51.1" 12.0" 7.1" 25.7 LBS 35.7 LBS MOUNTING PIPE DIAMETER 02.0" - 4.5" MOUNTING HARDWARE PART# MKSO9T01 CABLE NOTES: 1. COAX/HYBRID CABLE LENGTHS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY LENGTHS PER FINAL CONFIGURATION AND STRUCTURE MOUNTED ROUTING. 2. ALL COAXIAL/HYBRID CABLE INSTALLATION SHALL CONFORM TO CURRENT VERIZON WIRELESS STANDARDS. 3. ALL COAXIAUHYBRID CABLE CONNECTIONS TO BE WEATHERPROOFED. 4. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. ALL COAXIAUHYBRID CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. 5. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING). ANTENNA NOTES: 1. REFERENCE OWNERS MANUAL FOR CONNECTION AND MOUNTING INFORMATION FOR AMPLIFIER IF REQUIRED. 2. CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS W/ CLIENT REPRESENTATIVE PRIOR TO COMMENCING INSTALLATION. 3. PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY SUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION. 4. IF REQUIRED, PAINT TO MATCH THE EXISTING STRUCTURE AND/OR BLEND WITH THE SURROUNDING AREAS USING NON -REFLECTIVE PAINT. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER 1 PANEL ANTENNA SPECIFICATIONS SCALE: NTS (11X17) SCALE: NTS (22X34) 2 NOT USED SCALE: NTS (11X17) SCALE: NTS (22X34) ANTENNA MOUNTING HARDWARE SUPPLIED BY ANTENNA MNF. (E) PARAPET WALL CAP AND FLASHING 5/8" 0 STAINLESS STEEL HILTI KWIK BOLT TZ EXPANSION ANCHORS W/4" MIN. EMBED. @ 12" O.C. MAX.; (2) ANCHORS PER MOUNT ANGLE 3-1/2" SCH. 40 ANTENNA MOUNT PIPE (N) VERIZON WIRELESS RRU MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4 PER SECTOR, TOTAL OF 12) (2) 1/2" U-BOLTS (A307, MIN.) W/ NUT AND WASHER, TYPICAL OF (2) PER PIPE 3/8" 0 S.S. HILTI KWIK BOLT-TZ W/ 2" MIN. EMBEDMENT (TYP. EA. END EA. UNISTRUT & 18" O.C. MAX); SEE "ALU 9928 OUTDOOR SITE PREP GUIDE" FOR ADDITIONAL HARDWARE AND MOUNTING TEMPLATE (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR, TOTAL OF 3); MOUNTING HARDWARE PER MANUFACTURER 1/2" 0 A325N BOLTS WITH NUT AND WASHER P1000 UNISTRUT OR EQUIV. (TYP OF 2); LENGTH VARIES TOP & BOTTOM @ L TO L CONNECTION & @ 6" O.C., (TYP OF 2 PER MOUNT, TOTAL OF 4) a �) 14-1/2" LONG, 5" X 5" X 5/8"L; TOTAL OF (2) PER ANTENNA MOUNT PIPE d (E) 7-1/4" THICK �\ REINFORCED CONC. \ < Q PARAPET WALL - 9" LONG, 4" X 4" X 1/2"L; TOTAL OF (2) PER ANTENNA MOUNT PIPE (E) ROOF ASSEMBLY AND FRAMING BELOW />-- VERIZON WIRELESS PANELS ANTENNA & COAX/FIBER INFORMATION SECTOR QTY. ANTENNA MODEL TMA RRU MECH. DOWNTILT AZIMUTH TIP HEIGHT COAX / FIBER LENGTH COAX/FIBER QTY. & SIZE ALPHA 1 HT4C6315X000 NO 1 0° 55° 39'-6" 137'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 WWX063X13X00 NO 1 0° 55° 39.-6" 137'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6"0 - 1 - - WWX063X13X00 -.. NO 1 0° 55° 39.-6" _ 137'-0" SHARING (1) 602 LARGE HYBRID CABLE OF 1.6" 0 - - - 1 - - - HT4C6315X000 - 1 1 0° - - 55° - 39.-6" 137'-0" SHARING (1)6x12 LARGE HYBRID CABLE OF 1.6" 0 BETA 1 HT4C6315X000 NO 1 0° 175° 39.-6" 44'-0" SHARING (1) 6x 12 LARGE HYBRID CABLE OF 1.6" 0 1 - WWX063X13X00 NO - 1 0° - 175° - 39.-6" 44'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 WWX063X13X00 NO 1 0° 175° 39'-6" 44'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6"0 1 HT4C6315X000 1 1 0° 175° 39.-6" 44'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 GAMMA 1 HT4C6315X000 NO 1 0° 295° 39.-6" 77'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 WWX063X13X00 NO 1 0° 295° 39'-6" 77'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 WWX063X13X00 NO 1 0° 295° 39'-6" 77'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 1 HT4C6315X000 1 1 0° 295° 39'-6" 77'-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6" 0 SCALE: NTS (11X17) SCALE: NTS (11X17) Verizllwireiess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 )W• n • IECTOR Q w 7/30/14 Os. T. ALt ZONAL CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE ANTENNA DETAILS SHEET NO. A-5.0 3 PANEL ANTENNA & ASSOCIATED EQUIP. MOUNTING SCALE: NTS (22X34) 4 PANEL ANTENNA & COAX/FIBER SCHEDULE SCALE: NTS (22X34) TECHNICAL DATA INSTALLATION NOTES: I-� -.I-I. r , GPS ANTENNA PER VERIZON WIRELESS; LUCENT # KS24019-L112A OR APPROVED EQUAL; FINAL MOUNTING HEIGHT AND LOCATION PER RF ENGINEER 1-1/4" STD. PIPE; LENGTH AS REQ'D TO OBTAIN DESIRED HEIGHT VALMONT PIPE TO PIPE CLAMP SET OR PARTP# SCPD EQUAL (TYP OF 2); CABLE BRIDGE POST, COAXIAL CABLE veriZialWireieSS 1. RRUS TO BE INSTALLED WITH THE CABLE CONNECTIONS FACING MULTI STANDARD UP TO 2X60 WATTS 2. ALLOW WA MINIMUM OF 1 M (39" IN.) FREE SPACE IN FRONT OF THE IBW: 40 MHZ RRUS TO ENSURE SUFFICIENT WORKING SPACE. DIMENSIONS (WITH SUNSHIELD): 18.4 IN (WIDTH) X 20.4 IN (HEIGHT) X 3. IF NO OTHER POSSIBILITIES ARE AVAILABLE, UNDER EXCEPTIONAL 7.5 IN (DEPTH) CONDITIONS, THE RRUS MAY BE INSTALLED HORIZONTALLY WITH THE FRONT DOWNWARDS. THIS INSTALLATION ALTERNATIVE LIMITS WEIGHT: 58 LBS THE POWER SUPPLY OPTIONS AND THE MAXIMUM OUTPUT POWER. TEMPERATURE: -40 TO +131 F DETAILS REGARDING OPTIONAL ACTIONS CAN BE FOUND IN THE COOLING: SELF CONVECTION: -48 VDC INSTALLING REMOTE RADIO UNITS MANUAL. REC. FUSE SIZE: 20 AMP 4. IT IS RECOMMENDED THAT THE RRU'S ARE INSTALLED BELOW THE REC. DC CABLE: 6 MM2 UP TO 60 METERS ANTENNA. 10 MM2 OVER 60 METERS 5. THE MINIMUM DISTANCE BETWEEN THE RRU AND THE ANTENNA SHIELDED POWER CONS: 200 WATTS TYP. MUST BE 200 MM (7.87 INCHES). SFP PORT WITH ETHERNET LC CONNECTOR MAINTENANCE PORT CO SITE & PROTECTED �_������ GROUND M8 STUD Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 ))/ECTOR • n • I X-CONNECT —�oy •o Xi W �` T. ALlp �" x� �i i err elf 41725 0,, L PORTS: SMA 1�rr1�i::����r�er; U1 IO%�( i�—�i�y-�i `T_ mJ •��=i=S', •�ZZ� NOTE: VERIFY RRU MODEL, & TOTAL COUNT WITH LOCK DOWN RF FEEDER: 7/16 j c _ = i--- SET RF SITE BUILD FORM - SEE LATEST RFDS. �IIIIIIIIIIIIIIIIIII. li uII��1���,IIIII1, � 38 V DC POWER SOLAR SHIELD USING 2*6 OR 210 SCREW PLINT RET & EXTERNAL ALARM ALD CONNECTOR 4'40NAL 7/30/14 RRUS 12 PA RRU) SPECIFICATIONS SCALE: NTS (11X17) SCALE: NTS (11X17) — SCALE: NTS (11X17) CPM PROJECT NO.: 5406 I 2 NOT USED SCALE: NTS (22X3a) 3 GPS MNTG. SCALE: NTS (22X34) 1 — (DUAL SCALE: NTS (22X34) PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION '�� 15.73" I� jll ��� III - - 0 07-30-14 TT/GS BP SUBMITTAL 111 t II II al N t r- • °C) . O SITE NAME REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 • ty of Tukwila BUILDINGCiDIVISION INTERRUB TAX ID NO.: ° ° : Q ,�_• t `1111Y��Y111� �Jl�tiiiI� 3365901881 SITE ADDRESS �i .="j ir��■ l'--,1iTigiT1 10.25" 14240 INTERURBAN AVE. S TUKWILA, WA 98168 RECEIVED CITY OF TUKWILA AUG. 0 5 2014 PERMIT CENTER SHEET TITLE SURGE SUPPRESSER SPECS: ANTENNA & EQUIP. DETAILS DIMENSIONS: 17.34"W x 10.25"D x 21.57"L WEIGHT: 26.9LBS MFG: RAYCAP MODEL# RCMDC-3315_PF-48 SHEET NO. A 5 ■ 1 1 SCALE: NTS (11X17) SCALE: NTS (11X17) 5 NOT USED SCALE: NTS (22X34) 4 SURGE SUPPRESSOR SCALE: NTS (22X34) POST PER ELEVATION VIEW PER ELEVATION RAILS PER ELEVATION VIEW (TYP)� 2" CLEAR BELOW FENCE BOARDS GRADE CONCRETE PIER FOOTING N /\ 9 6" \ GRAVEL BASE ���*_9 NATIVE UNDISTURBED \/ SOIL ' OVERALL HEIGHT 1'-6" 0 SECTION VIEW MIN. 2 X 4 PT DFL #2 RAILS W/ FB24 BRACKETS EACH END; (TYPICAL OF 6 PER SECTION) 9'-0" 6X6 PT DFL #2 POST (TYP) 6'-0" OC 4'-0" MAX 9 m d / //\/ \/�j\\jam\j\ FENCING NOTES: //,//,//,// Q/\\//\\//• /// \ CONCRETE PIER FOOTING; DEPTH SHALL BE 4'-0" OR 6" BELOW FROST DEPTH, WHICHEVER IS GREATER (TYP) 1 X 6 X6' #1 CEDAR FENCE BOARDS; ATTACH WITH HDG WOOD SCREWS (TYP) ELEVATION VIEW 1. ALL STEEL HARDWARE MATERIAL SHALL BE HOT -DIPPED METALIZED/GALVANIZED AND CONFORM TO ALL ASTM STANDARDS. 2. PROVIDE ALL OTHER HARDWARE NECESSARY TO ATTACH, TENSION, CLIP, BAND, HINGE, FASTEN AND FINISH THE FENCING PROPERLY. 3. GATE HINGES SHALL HAVE THEIR THREADS PEENED OR WELDED TO PREVENT UNAUTHORIZED REMOVAL. 4. TOUCH UP ALL SCRAPES, SCRATCHES, MARKS, BARE AREAS AND APPLY WOOD SEALANT. /\\ <\\/ \ > /\/ /' = =i.:•ilt • /\ ' \/\\ jam\/` •'%\ j\\ jam\X 1/8" TENSION WIRE WITH A 3" "EYE & EYE" TURNBUCKLE, WIRE ROPE THIMBLES AND CLAMPS; SECURE EACH END OF WIRE WITH SCREW EYEBOLTS PROVIDE MIN. OF (3) 3" GATE HINGES, LATCH AND LOCK AS REQUIRED PLACE LOWER END OF BRACE TOWARDS THE HINGE; TOENAIL BRACE TO STRINGER GRADE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 282014 City of Tukwila BUILDING DIVISION // CONCRETE PIER OOTING RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER SCALE: NTS (11X17) veri ►ppwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 . PH: 360.438.8002 ECTOR 7/30/14 ,fig. T. ALIT IoNALO CPM PROJECT NO.: 5406 PREUMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE WOOD FENCE DETAILS SHEET NO. A-6.0 1 WOOD FENCE DETAILS SCALE: NTS (22X34) TALL ROOFTOP COAX KITS • TALLER ROOFTOP COVER KITS TO ACCEPT STACKABLE STYLE SNAP -INS. STACK UP TO TWO 1-5/8" SNAP -INS OR THREE 7/8" SNAP -INS • SELF -SPLICING • HEAVY-DUTY 11 GAUGE GALVANIZED STEEL SELF -SPLICING COVER • EACH KIT INCLUDES THREE SLEEPERS AND HARDWARE (RUBBER PADS SHOWN BUT NOT INCLUDED) • COVER HEIGHT IS 8-1/4" • SP1595D USES TWO COVERS SIDE BY SIDE PART# SP1595D NUMBER OF RUNS: 12 STACKED SIZE: 33" X 8' NOTE: CONTRACTOR TO VERIFY REQUIRED WIDTH & DEPTH OF COAX SHROUD AND ACCOUNT FOR FUTURE COAX ROUTING. • ID NOTE: CONTRACTOR TO COORDINATE WITH FACILITIES MANAGER FOR ALL ROOF PENETRATIONS OR MODIFICATIONS TO MAINTAIN ALL WARRANTIES. POWER OR FIBER CONDUIT SET CLAMP PER NFRILICONE SPEC F CATIONSREVIEWED FOR PREFABRICATED EPDSEAL W/ SI ABODE COMPLIANCE BOOT WITH SEAM TA (E) BUILT-UP ROOFINC 3/4" PLYWOOD DECK \\— (E) ROOF FRAMING ON APPROVED AUG 2 8 2014 City of Tukwila BUILDING DIVISION 1 ROOFTOP CABLE TRAY & SLEEPER DETAIL SCALE: NTS (11X17) SCALE: NTS (22X34) 2 CONDUIT PENETRATION DETAIL SCALE: NTS (11X17) SCALE: NTS (22X34) W EXISTING WALL; CONTRACTOR TO VERIFY TYPE OF WALL CONSTRUCTION PRIOR TO MATERIAL PROCUREMENT ADJUSTABLE STEEL CONDUIT STRAP CONTRACTOR TO VERIFY CONDUIT SIZE & COUNT PER VERIZON SPECIFICATIONS AND PLANS SECURE P1000 UNISTRUT (TYPICAL OF 3 FASTENERS) TO EXISTING WALL PER NOTE BELOW P1000 UNISTRUT NOTE: ANCHORAGE: AT CONCRETE USE SS 3/8" EXPANSION ANCHOR @ MIN. 1-3/4" EMBED.; AT WOOD USE 3/8"X3" LAG BOLTS; AT METAL STUDS USE #12X3" SHEET METAL SCREWS (2 TOTAL PER UNISTRUT) UPC/PART NO. B-LINE CAT. NO. WEIGHT EACH 782051 49691 DBP 4.48 (2.03 KG) 782051 50005 DBM 2.35 (1.07 KG) B-LINE CAT. NO. HEIGHT WIDTH LENGTH DBP 4" (101 MM) 6" (152 MM) 9.6" (244 MM) DBM 4" (101 MM) 6" (152 MM) 4.8" (122 MM) CONDUITS PER PLAN COOPER B-LINE DURA BLOCK ROOFTOP SLEEPERS OR APPROVED EQUAL; INSTALL AND SPACE PER MANUFACTURER'S SPECIFICATIONS RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER SCALE: NTS (11X17) SCALE: NTS (11X17) verizppwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 t1ECT©R CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. A-7.0 3 TYPICAL CONDUIT TO WALL ATTACHMENT SCALE: NTS (22X34) 4 TYPICAL CONDUIT SLEEPER DETAIL SCALE: NTS (22X34) APPROX. BATTERY LOCATION (LOOSE) OIL FILL FUEL FILTER RAN SHIELDS 26 7 1/2 MAINUNE CIRCUIT BREAKER LOCATION 30 (HINGED DOOR; BOTH SIDES) h_12 —+ . 30 84 ELECTRICAL STUB -UP AREA CONTRACTOR NOTES: 1. CONTRACTOR TO PROVIDE SPRING ISOLATORS IF REQUIRED FOR APPLICATION; VERIFY WITH CLIENT REPRESENTATIVE. CONTACT MTU ONSITE ENERGY AT 1-800-325-5450 FOR SPECIFIC SPRING ISOLATORS FOR PARTICULAR APPLICATION. 2. ATTACH GENERATOR TO CONC. PAD PER DETAIL 1/A-8.1 (SEE GENERATOR SPECIFICATIONS FOR LOCATIONS) 3. CONTRACTOR SHALL APPLY FOR A FLAMMABLE/COMBUSTIBLE TANK PERMIT WITH FIRE DEPARTMENT PRIOR TO INSTALLATION IF REQUIRED. VERIZON WIRELESS GENERATOR INFORMATION MTU 30kW W/ 210 GALLON DIESEL TANK 92"H X 110"W X 40"D 4,600 Ibs 2"0 TANK VENT 12' MIN. ABOVE GRADE W/ RAIN CAP 30 (HINGED (IF REQUIRED, VERIFY) DOOR; BOTH - 7 1/2 SIDES) 30---I--12-1 210 GL DW UL USTED SUB -BASE FUEL TANK 125% CONTAINMENT 76 2"0 TANK VENT 12' MIN. ABOVE GRADE W/ RAIN CAP (IF REQUIRED, VERIFY) DwG. #: VER30_JC6DT4(4024TF)CQE-MS-8 NOTES: 1) APPROX. WEIGHT: (WET) 4600# 2) REFERENCE BASE/TANK DRAWING: 108-2514 3) REFERENCE ENCLOSURE DRAWING: 103-297 4) LB FOR CONDUIT SUPPUED BY MTU CORP. 5) SOUND LEVEL: 67 DBA 0 23 FT. 6) GEN-SET IS OFF -SET 1 1/2' TO LEFT SIDE OF BASE/ENCL. 7) ENCLOSURE & EXHAUST ST51tMS 30 (HINGED DOOR) 5 92 89 1/2 76 32 0 013/16 MTG. -7 HOLES (6 PLCS) 35 37 CONTROL PAID AS SPECIFIED DRY CONTACT BOX MAINUNE CIRCUIT BREAKER eUauu oil - REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 City of Tukwila ELBUILDING DIVISION WATER HEATER & BATTERY CHARGER AC POWER CONDUIT 3/4" LB 71 3/4 (APPROX. CONTROL PANEL HEIGHT) -ENGINE START/RELAY BOX CONDUIT 3/4' LB GENSET AC POWER CONDUIT R C E I V E D 2' U3 CITY F TUKWILA EARTH GROUND LUGS AL. 0 5 2014 -� PERMIT CENTER A 3-25-09 INITIAL RELEASE SALES AND ENGNEERNG KAP REVISION DATE REVISION DESCRFDON INITIALS MIES GEN-SET INFORMATION ENGNE 4024TF281 GENERATOR: 361 PSL RADIATOR: 73808 (4024SRF) RADIATOR *BENT: 50C DUCT FIANCE: 105-3459 CONTROL PANEL•50 SERIES BASE: SEE NOTES ENCLOSURE 103-297 BREAKER:125 AMP TANK: 210 GALLON MUFFLER: 3 1/2 CRmCAL TRAILER: NA ISOLATORS: PADS DIMENSIONAL LAYOUT DRAWN TO SCALE ALL DIMENSIONS ARE N INCHES MODEL:VER30 JC6DT4 DATE: 3-25-09 DRAWN BY: KAP DWG. #: VER3O_JC6DT4(4024TF)CQE-MS-8 NOTE: SEE ELECTRICAL SHEETS FOR GROUNDING INFORMATION. GENERATOR POWER AND SIGNAL CONDUITS: ONE 1-1/2" CONDUIT TO ATS ONE 1" CONDUIT TO ATS ONE 1" CONDUIT TO PANEL 'A' ONE 1" CONDUIT TO MOD CELL CABINET GENERATOR NOTES: 1. CONTRACTOR TO VERIFY TANK TYPE & SPECIFICATION PRIOR TO MATERIAL PROCUREMENT & INSTALLATION. 2. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH 1997 UNIFORM FIRE CODE, ARTICLE 87. 3. BEFORE INSTALLATION OF ANY LGP 8/OR FLAMMABLE COMBUSTIBLE LIQUID TANK, OWNER SHALL APPLY FOR A TANK PERMIT WITH HONOLULU FIRE DEPARTMENT PLANS REVIEW SECTION. CALL 723-7096 FOR QUESTIONS OR INFO. 4. (N) CONC. PAD SIZE TO ACCOMMODATE GENERATOR BASE. (SEE GENERATOR SPECIFICATIONS FOR BASE SIZE & ATTACHMENT LOCATIONS) - SEE SHEET A-8.1. SCALE: NTS vertenwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 kv,ECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEETTRLE GENERATOR DETAILS SHEET NO. A-8.0 1 GENERATOR DETAILS SCALE: NTS i 8" THICK CONCRETE SLAB—\ -• • • El • A USE (6) 1/2" 0 HILT! KWIK-BOLT-TZ STAINLESS STEEL EXPANSION ANCHORS - EMBED 2" MIN., (3) BOLTS PER SIDE, EVENLY SPACED . a e 1 . �• •'e/ - \ -•. • 4 4 •• CONTRACTOR MUST COMPLY WITH THE FOLLOWING: 1. STORAGE, USE, DISPENSING, MIXING AND HANDLING FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE IN ACCORDANCE WITH ARTICLE 79, 1997 UFC SECTION 7901.1.1. 2. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH UFC STANDARD 10-1 AND OTHERWISE REQUIRED BY ARTICLE 79, 1997 UFC SECTION 7901.5.3. 3. WARNING SIGNS SHALL BE OF A DURABLE MATERIAL WITH RED LETTERING ON A WHITE BACKGROUND AND SHALL READ DANGER -FLAMMABLE LIQUIDS. LETTERS SHALL NOT BE LESS THAN 3 INCHES (76.2 MM) IN HEIGHT AND' INCH (12.7) IN STROKE. 1997 UFC SECTION 7901.9.2. 4. TANKS OVER 60 GALLONS IN CAPACITY PERMANENTLY INSTALLED OR MOUNTED AND USED FOR THE STORAGE OF CLASS I, II, OR III -A LIQUIDS SHALL BEAR A LABEL OR PLACARD IDENTIFYING THE MATERIAL THEREIN IN ACCORDANCE WITH ARTICLE 90, SECTION 9002, UFC STANDARD 79-3. 1997 UFC SECTION 7902.1.3.2 AS AMENDED. 5. CONNECTIONS FOR TANK OPENINGS SHALL BE LIQUID TIGHT. OPENINGS TO TANKS SHALL BE LOCATED OUTSIDE OF BUILDINGS AT A LOCATION FREE FROM SOURCES OF IGNITION AND NOT LESS THAN 10 FEET (3048 MM) AWAY FROM BUILDING OPENINGS OR OF LINES OF PROPERTY THAT CAN BE BUILT ON. SUCH OPENINGS SHALL BE PROVIDED WITH A BE LIQUID -TIGHT CAP WHICH SHALL BE CLOSED WHEN NOT IN USE AND SHALL BE PROPERLY IDENTIFIED. 1997 UFC 6. VENT PIPE OUTLETS FOR TANKS STORING CLASS I, II, OR III -A LIQUIDS SHALL BE LOCATED SUCH THAT THE VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF BUILDINGS AND NOT LESS THAN 12 FEET (3658 MM) ABOVE THE ADJACENT GROUND LEVEL. VAPORS SHALL BE DISCHARGED UPWARD OR HORIZONTALLY AWAY FROM CLOSELY ADJACENT WALLS TO ASSIST IN VAPOR DISPERSION. VENT OUTLETS SHALL BE LOCATED SUCH THAT FLAMMABLE VAPORS WILL NOT BE TRAPPED BY EAVES OR OTHER OBSTRUCTIONS AND SHALL BE AT LEAST 5 FEET (1524 MM) FROM BUILDING OPENINGS OR PROPERTY LINES OF PROPERTIES THAT CAN BE BUILT ON. 1 GENERATOR MOUNTING DETAIL SCALE: NTS (11X17) SCALE: NTS (22X34) 2 FIRE NOTES SCALE: NTS (11X17) SCALE: NTS (22X34) CONCRETE PAD CONSTRUCTION 1. SEE STRUCTURAL CONCRETE NOTES, SHEET GN-3. 2. MINIMUM OF 2" COVER AT TOP OF SLAB AND 3" WHERE CONCRETE IS IN CONTACT W/ SOIL. 3. SOIL SHALL BE PREPARED WITH A FLAT SURFACE, FREE AND CLEAR OF STANDING WATER AND LOOSE DEBRIS. SOIL SHOULD BE WELL COMPACTED TO 90% OF IT MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 4. TOP SURFACE OF SLAB SHALL BE A LIGHT BROOM FINISH AND TAPERED TO ALLOW WATER TO SHED WITHOUT PONDING. 8" CONC. PAD W/ TURNED -DOWN FOOTING 1" EDGE CHAMFER (TYP) GRAVELED COMPOUND EXISTING GRADE (2) #4 CONTINUOUS WI 2'-0" LAP (TYP); #4 @ 12" O.C. EA. WAY AT SLAB MID -HEIGHT 4"-3/8"(-) COMPACTIBLE CRUSHED ROCK 95% COMPACTED t NATIVE SOIL (UNDISTURBED) #4 CLOSED TIES PER PLAN 3" CLEAR (TYP OUTLINE OF TURN DOWN BELOW i i #4 @ 12" O.C. EA. WAY AT SLAB MID -HEIGHT J 8" THICK CONCRETE SLAB • 5 0 a NOTES: 1. ALL GENERATOR EQUIPMENT AND HARDWARE TO BE INSTALLED ACCORDING TO MANUFACTURER SPECIFICATIONS. 2. GENERATOR MOUNTED IN CENTER OF CONCRETE PAD. SEE SHEET A-8.0 FOR GENERATOR SPECIFICATIONS. 3. CONDUIT STUB UP LOCATIONS FOR ELECTRICAL,TELCO, & GENERATOR TO BE DETERMINED BY VERIZON REPRESENTATIVE / CONTRACTOR. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 282014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER SCALE: NTS (11X17) SCALE: NTS (11X17) verirnwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 )),„ECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE GENERATOR & CONC. PAD DETAILS SHEET NO. A-8.1 3 CONCRETE PAD SECTION SCALE: NTS (22X34) 4 GENERATOR CONCRETE PAD DETAIL SCALE: NTS (22X34) 1. SIGNS & PLACEMENT A. LOW LEVEL (BLUE) WARNING SIGNS - PLACE AT SITE ENTRY/ACCESS POINTS ONLY: ROOF TOPS: PLACE SIGNS ON THE INSIDE OF ROOF HATCH; PLACE ON ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBLIC OR BUILDING TENANTS REGULARLY FOR ACCESS - IN THESE CASES CONSULT CONSTRUCTION MANAGER OR QC SUPERVISOR WATER TANKS: PLACE SIGNS ON COMPOUND GATE VERIZON WIRELESS -OWNED SITES: PLACE ONE SIGN ON SITE GATE B. HIGH LEVEL (RED) CAUTION SIGNS - PLACE AT ALL ANTENNA SECTORS WHERE ACCESS BY THE GENERAL PUBLIC TO THE ANTENNAS IS POSSIBLE: ALL SIGNS WILL BE SECURED WITH EITHER STAINLESS STEEL ZIP TIES OR STAINLESS TECH SCREWS 2. CC PARTICIPATION IN SIGN LOCATION CM WILL MEET WITH ALL CC'S TO OUTLINE CRITERIA FOR SIGN PLACEMENT; EMPHASIS WILL BE ON 'GRAY AREA' SITES, WHERE SIGN PLACEMENT IS PARTICULARLY CHALLENGING - WE WILL GIVE CC'S AS MUCH GUIDANCE ON SPECIFIC SITUATIONS AS WE CAN FORESEE, BUT CC'S WILL BE ENCOURAGED TO PARTNER CM OR QC IN DECIDING PLACEMENT OF DIFFICULT SITES. A JOINT SITE VISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS CC WILL CALL OUT SIGN LOCATION(S) AT THE A&E WALK FOR EACH SITE AS THOSE OCCUR ON SITES WITH EXISTING A&E BUT NOT YET CONSTRUCTED, CC WILL BE ASKED TO PROVIDE (WITHIN A REASONABLE TIME FRAME TBD) A DETAIL FOR SIGN PLACEMENT THAT WILL BE SLIP -SHEETED INTO EXISTING SETS 3. SIGN DISBURSEMENT FROM WAREHOUSE SIGNS WILL BE IN STACK AT KENT WAREHOUSE TO BE DISBURSED AS PART OF THE GC BOM AS CALLED OUT IN A&E DRAWINGS FOR EACH SITE INFORMATION VERIZON WIRELESS operates telecommunications antennas at this location. Remain at least 3 feet away from any antenna and obey all posted signs. Contact the owner(s) of the antenna(s) before working closer then 3 feet from the antenna(s) Contact VERIZON WIRELESS at (VERIFY PHONE#) prior to performing any maintenance or repairs near VERIZON WIRELESS antennas This is site# Contact the management office if this door/hatch/gate is found unlocked. INFORMACION En esta propiedad se ubican antenas de telecommunicaciones operaadas par VERIZON WIRELESS Favor mantener una disiancia de no menos de 3 pies y obedecar todos las avisos. Comuniquese can el propietaria o las propiatarios de las antes de trabajar o caminar de menos de 3 pies de la antena Comuniquese can VERIZON WIRELESS (PHONE#) antes de realizar cualquier mantenimiento a reparaciones cera de las antenas de VERIZON WIRELESS Esta es la estacion base numero favor comunicarse can la oficina de la administracion del adificio si esta puerta o compuerta se encuentra sin canado NOT C: 010 Beyond this point you are entering an area where RF Emissions may exceed the FCC Generol Population Exposure Limits Follow oll posted signs and site guidelines for working in on RF environment Ref: FCC 47cfr 1.137(b) of&t Mobility LLC RF WARNING SIGN NOT TO SCALE ©AULT On this tower: Radio frequency fields near some antennas may exceed FCC rules for human exposure. Personnel climbing this tower should be trained for working in radio frequency environments and use o personal RF monitor if working near active antennas. Ref: FCC 47cfr 1.137(b) ot&t Mobility LLC RF WARNING SIGN NOT TO SCALE FABRIC FENCE APPLICATION 3/160 SS THROUGH BOLT W/3" SS WASHER OTHERSIDE, (4) PLACES. 1/8" WIDE STRIPE 1/4" 7/16" 5/8" 5/8 1/4" NOTES: 1. FOR VERIZON WIRELESS LOGO SEE VERIZON WIRELESS DESIGN SPECIFICATIONS (PROVIDED BY VERIZON WIRELESS ) 2. ALL TEXT FONT IS ARIAL U.N.O. 3. CONTRACTOR TO PROCURE FCC NO. FROM COMPLIANCE COORDINATOR PH: (425) 895-7000 4. TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITE NAME AND NUMBER AS PER VERIZON WIRELESS CONSTRUCTION MANAGER RECOMMENDATIONS. 5. CABINET / SHELTER MOUNTING APPLICATION REQUIRES ANOTHER PLATE APPLIED TO THE FACE OF THE CABINET WITH WATER PROOF POLYURETHANE ADHESIVE 1,-4„ / 1,-0„ REViEv - OR CODE COMP' ANCE APPROVE.- 0 AUG 28 2014 City of Tukwila BUILDING DIVISION VOflmf wireless I e RADIO TELECOMMUNICATIONS FACILITY SITE NAME SITE NUMBER PLEASE REDLINE WITH FCC #S 0 f CONTACT PH: 1-800-832-6662 N -lb c. VERIZON WIRELESS SIGNAGE DETAIL NOT TO SCALE 26" NO TRESPASSI NG' NO TRESPASSING SIGN NOT TO SCALE 0 \ 0 4 RECE VED Y OF TUKWILA 2014 PERMIT CENTER SCALE: NTS (11X17) VeriZpwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 ),v„ ECTOR n • i CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE SIGNAGE DETAILS SHEET NO. A-9.0 1 SIGNAGE DETAILS SCALE: NTS (22X34) VIP (N) W12x35 STEEL BEAM, TYP. OF (2) TYP. U O 5,-4„ 5'-2" 26'-0" 5'-2" 5'-2" 5,-4„ �EElllili� ilElE/lliil�IJ @IEIIII M_ fiEEEEeEElEI— If RI OJ� ME�S��IIIIIE � El1 smEEmill -li,..- ....____ Di E^M-_ �� ..--:,-, ._- CABILTE CABINET ET ,I `PRIMARY'' BATTERY CABINET (GROWTH) ill . g --sue= _ - ^� (GROWTIi) 'B CABINET Ip�, _ 1 r�'=Ma MarEami wamai Ima n E= i_e--IE 111;a_=_=EE= P- =_ E SIG iiifi M1 iiii. �� i I-iM.'1i 1Z___.--ii_ _-_ I iC1 �s'�M =>� E��E�Ez : ==v=e E IE•=�E �IA�a g-� Iua u * 111111111111111111111 ETHa a ima ti! 11 NIIII11El�ilp! �mmEr Mill�� IIIEMMIMIItIMIIIIM 3111111111<i1■11111111111111111M RIMIy I{�!j!- ill o 11 11E,.a■MIMMOli_ 1■MINNI�a ii !'_ 1.Ei iiii i N-_ •'-[IM■__ . lii iiiiii��•'1 1 iillinhibll iii,- �ii iiii�i.-' 7 Ei�!1EEEI II ;I i!!i!EEEEEEIIlE101 ■EIEE�wrElli—I�--I:o—s=E=--Me`>��=—ffirse� c'aEf 15�H��cEsEs_ 81� f�i=���Bs Ef inssti.gmsorawarmai Iguareasmii=G.GI 1 f feN_e�__^=e-Ef:`E==es=ea� I==i:eme�=rM �E _I =E E=EI II illn i!'-- ----�� — --a■= E3���EamEE-l�=^4:sl====Ei IEe.E�E�—e�IL►�EEEEe ::.e=�—--- -—_.--•i..1_l __�- EII;CiICE®• (N) ACCESS DOOR © PLATFORM STAIRS Imammu mill a um --- \ .• III 1.:11 11 I11111111111111 7:i ill Im1H11 IHI Hill I I11 IIIIIIIIIIIIIIII ills 11111 11111I1I I I1IIIIIIIIIIIII11111I Ee ■■ (N) C6x8.2 STEEL CROSS BEAMS, TYP. OF (10) 30'-0"O.C. iffh TYP. (E) BUILDING BEAMS BELOW (N) 5" STD. STEEL PIPE STUB COLUMNS CENTERED OVER BEAM BELOW, TYP. STEEL ANGLE GIRTS PER MANUFACTURER SPECIFICATIONS T.S. COLUMNS; TOTAL OF (15) (N) W12x14 STEEL BEAM, TYP. OF (6) INDICATES SPAN DIRECTION OF 1x3/16 W-19 STEEL BAR GRATING OR EQUIV. (MAX. 3'-8" SPAN) INSTALLED PER MANUFACTURER SPECIFICATIONS 1 PLATFORM LAYOUT SCALE: 1/8" = 1-0" (11X17) 0' 4' 8' SCALE: 1/4" = 1'-0" (22X34) 1111 MI 16' (E) 7-1/4" THICK PRECAST CONC. WALL (E) 4x6 LEDGER (N) LTT 20B @ EA. BLK. W/10-10d & 3/4"0 ALL THREAD ROD THROUGH WEB OF (E) JOIST, TYP. (E) OR (N) LTT 20B @ 4'-0" O.C. W/ 10-10d & 1/2"0 THREADED ROD W/ HILTI HIT-HY 150 MAX. ADHESIVE W/ 4-1/2" MIN. EMBED, OR EQUIV., TYP. (E) JOIST @ 4'-0" O.C. (E) 3X4 BLK'G @ 4'-0" O.C. (E) OR (N) 3/4" PLYWOOD (N) 3X4 BLK'G @ 4'-0" O.C. W/10d (3") @ 6" O.C. (E) 7-1/4" THICK PRECAST CONC. WALL (E) 4x12 LEDGER T (E) OR (N) LTT 208 @ 4'-0" O.C. W/ 10-10d & 1/2"0 THREADED ROD W/ HILTI HIT-HY 150 MAX. ADHESIVE W/ 4-1/2" MIN. EMBED, OR EQUIV., TYP. TTTTT, 0 0 0 0 0 0 0 0 0 0 \.___ (N) WEB FILLER (E) WEB FILLER (E) OR (N) 3/4" PLYWOOD 7-- veriZonwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR ■ n s l n•. w• CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE _ D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C 1 DESCRIPTION , 0 07-30-14 TT/GS BP SUBMITTAL REVIEWED FOR CODE COMPLIANC APPROVED AUG 28 2014 City of Tukwila E (E)JOISfCC[JVCD DIVISION CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER 2 ROOF - SECTION SCALE: NTS (11X17) 3 ROOF - SECTION SCALE: NTS (11X17) SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE STRUCTURAL DETAILS SHEET NO. S-1.0 SCALE: NTS (22X34) SCALE: NTS (22X34) STUB COLUMN PER 1/S-2.0, CENTERED ON PLATE 1/4 V 1/2" THICK STEEL CAP/BASE PLATE (4) 5/8" 0 STEEL BOLTS; TYPICAL PLATE PER DETAIL 2/S-2.0; TYPICAL TOP AND BOTTOM STUB COLUMN PER PLAN VIEW 1/S-1.0, CENTERED ON PLATE 3/16D < TYP. (3) SIDES BEAM PER PLAN VIEW STIFFENER PLATE EACH SIDE PER DETAIL 4/S-2.0, CENTER @ STUB COLUMN/PLATE a — INSTALL CHEMCURB SYSTEM OR PITCH POCKET AT PIPE STUBS (TYP); REPAIR TO EQUAL OR BETTER CONDITION (4) 5/8"0 LAG SCREW W/ 3"MIN. EMBED \___ tE) ROOF JOIST BEYOND (TYP) (E) GL BEAM i (N) STEEL BEAM ABOVE OR (E) GL BEAM BELOW STD. GAG 0 10" 1 1/2„ (TYP) (4) 3/4" 0 HOLES FOR BOLTS TO BEAM PER 1/S-2.0 2 STUB COLUMN CAP/BASE PLATE SCALE: NTS (11X17) SCALE: NTS (22X34) 1-3/8" THICK STEEL BASE PLATE 11/16"0 HOLES FOR 5/8"0 A325 STEEL BOLTS 1 STUB COLUMN CONNECTION SCALE: NTS (11X17) SCALE: NTS (22X34) 3 SCREEN WALL - BASE PLATE SCALE: NTS (11X17) SCALE: NTS (22X34) (N) STEEL COLUMN PER 6/S-2.0 (N) W12x35 STEEL BEAM 5/16 5/16 (N) 3/8" TAB CONNECTION PLATE (N) 3/8" STIFFENER PLATE (N) W12x14 STEEL BEAM (N) (2) 5/8"0 STEEL BOLTS W-SHAPED SUPPORT BEAM (N) 3/8" TAB CONNECTION PLATE (N) CHANNEL SUPPORT I -BEAM (N) (2) 5/8"0 STEEL BOLTS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 City of Tukwila BUILDING DIVISION STEEL BAR GRATING PER PLAN, CUT GRATING AT BASE PLATE CONNECTION AS NEEDED 1 1/2"0 A325 STEEL BOLT, TYP. /— it g 1 i /4/S2.0 FOR INFO NOT SHOWN 10 1/2"0 A325 STEEL BOLTS @ 24" O.C. & @ 6" FROM ANGLE END CENTERED ON W SHAPE FLANGE HSS 4x4x3/16 STEEL COLUMN, TYP. L3x3x3/16 x4" LONG STEEL CLIP ANGLE SPACED VERTICALLY @ 24" O.C. 3/16D <TYP. L3x3x3/16 CONTINUOUS STEEL ANGLE GIRT SPACED VERTICALLY © 24" O.C., U.N.O. TYP. 7,-7/16" THICK HARDIE PANELS / ATTACHED TO STEEL ANGLE / GIRTS PER MANUF. SPEC. L5x3x1/4 1/ Tat t lVEDUOUS T CITY OF TUKWILA AUG 0.5 2014 PERMIT CENTER 4 PLATFORM - SECTION SCALE: NTS (11X17) SCALE: NTS (22X34) 5 PLATFORM - SECTION 1ALE: NTS (11X17) SCALE: NTS (22X34) 6 SCREEN WALL - SECTION SCALE: NTS (11X17) SCALE: NTS (22X34) veri Qpwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 *.EC-roR 7/30/14 ONALO CPM PROJECT NO.: 5406 PREUMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE STRUCTURAL DETAILS SHEET NO. S-2.0 verlZgpwireless FOR REVIEWED CODE COMPLIANCE APPROVED AUG?82014 ` Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 �� �� SS LOCKSET ATTACHED TO 4x4 HSS COLUMN / • of Tukwila OPEN CLOSED HSS4x4x3/16STEEL COLUMN, TYP. I I I ( City BULLDING / DIVISION/ / 7/16" THICK HARDIE PANELS L3x3x3/16 1r ATTACHED TO STEEL ANGLE @ I 1 GIRTS PER MANUF. SPEC. 11 STEEL ANGLE GIRT 24" O.C. :vEc.rIc:)I: • n • 1 t0 laR T. AtR' 0la ° ; 4 °��' 1,' -► i� !" O� 0.. w �( '�O 417E 0 \ HSS 4x4x3/16 STEEL COLUMN, TYP. RECEIVED CITY OF TU KW ILA o c SS HINGE CONNECTING DOOR TO 4x4 HSS COLUMN TO PLATFORM HSS 4x4x3/16 STEEL COLUMN & AUG 0 5 2014 PERMIT CENTER I I sIO 7/30/14 rONAL6 BASEPLATE 2 PLATFORM DOOR PLAN VIEW SCALE: NTS (11X17) CPM PROJECT NO.: 5406 3/16V I I L3x3x3/16 STEEL ANGLE GIRT @ 24" O.C. - SCALE: NTS (22X34) PRELIMINARY NO. DATE D/C DESCRIPTION NOTE: 0 07-21-14 TT/GS 90% CD REVIEW STAIR DESIGN BY OTHERS. DIMENSIONS , ARE TO BE VERIFIED BY CONTRACTOR. SUBMTTAL / NO., DATE D/C DESCRIPTION 0 07-30-14 TT/GS , BP SUBMITTAL I 2 / RAILING 12" SITE NAME -! f o i> 1x3/16 W-19 STEEL BAR GRATING OR EQUIV. STEEL BAR GRATING PER PLAN, CUT GRATINGAN PLATE PLATE CONNECTION AS NEEDED , I S-3.0 7/16" THICK HARDIE PANELS ATTACHED TO STEEL ANGLE /// GIRTS PER MANUF. SPEC. INTERRUB TAX ID NO.: /CP 3365901881 SITE ADDRESS iMI EMI I. / I III O t/ 11' TYP. —, 1 i ® I 14240 INTERURBAN AVE. S TUKWILA,WA98168 i i l l —_‘,— 0 i Op i l t t l i I I[ 0 © SHEET TITLE I r r t I r I —..� Ib STRUCTURAL DETAILS O 1"x12"x36" STAIR TREADS W/ ABRASIVE NOSING 1 i t I I I w C12x20.7 STAIR STRINGER f - VALMONT B1525 RUBMAT f.--- 14. ROOF SYSTEM SEE 4/S-2.0 FOR ADDTIONAL DETAILS SHEET NO. S 3 - O SCALE: NTS (11X17) SCALE: NTS (11X17) STAIR TO PLATFORM SCALE: NTS (11X17) 1 PLATFORM DOOR - SECTION SCALE: NTS (22X34) 1 3 STAIR STRINGER DETAIL SCALE: NTS(22X34) — 4 CONNECTION SCALE: NTS(22X34) APPROX. LOCATION OF (E) ELECTRICAL ROOM ON 1ST FLOOR (N) FIBER AND POWER ROUTE ON NON -PENETRATING SLEEPERS ROUTED BELOW PLATFORM TO UTILITY H-FRAME (N) FIBER AND POWER ROUTE THROUGH (E) ROOF PENETRATION ROUTED FROM 1ST FLR. ELECT. ROOM (E) UPPER ROOFTOP (N) ELECTRICAL CONDUIT ROUTED UP EXTERIOR WALL FROM (N) GENERATOR AT GRADE TO (N) ILC CABINET MOUNTED ON (N) H-FRAME ON (N) ROOFTOP EQUIPMENT PLATFORM POWER CONNECTION TO (N) VERIZON WIRELESS GENERATOR PER NEC AND MANUFACTURER SPECIFICATIONS (N) 30KW GENERATOR ON 4'-0" X 8'-0" CONC. PAD AT GRADE WITHIN 8'-0"x16'-0" WOOD FENCE ENCLOSURE 1 I 1 I 1 NOTES: 1. THE LOCATION OF THE CONDUIT ROUTES INDICATED ON THE PLANS ARE APPROXIMATE. THE EXACT LOCATIONS OF ALL THE EXISTING UTILITIES MUST BE ASCERTAINED IN THE FIELD. CONTRACTOR IS TO VERIFY WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 2. CONTRACTOR TO CONFIRM WITH VERIZON WIRELESS REPRESENTATIVE THE FINAL UTILITY SOURCES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 811 W 6.22° S 1 OVERALL ELECTRICAL SITE PLAN SCALE: 1/16" = 1'-0" (11X17) SCALE: 1/8" = 1'-0" (22X34) 0' 8' 16' 32' -- (N) FIBER AND POWER ROUTE THROUGH (E) ROOF PENETRATION ROUTED FROM 1ST FLR. ELECT. ROOM (N) FIBER AND POWER ROUTE ON NON -PENETRATING SLEEPERS ROUTED BELOW PLATFORM TO UTILITY H-FRAME F P F P F P F P F P (N) FIBER CONNECTION TO (N) VERIZON WIRELESS PDU/BATTERY CABINET PER MANUFACTURER SPECIFICATIONS (N) POWER CONNECTION TO (N) VERIZON WIRELESS PDU/BATTERY CABINET PER MANUFACTURER SPECIFICATIONS F P (N) FIBER CONNECTIONS TO (N) FIBER CABINET PER CURRENT VERIZON WIRELESS STANDARDS • Gunnfliil11111 iilll11111 P p 6 12!!0 i. m1Ii i t • r 11111-1111111 1 (N) POWER CONNECTIONS TO (N) ILC PER CURRENT NEC AND VERIZON WIRELESS STANDARDS mmmm�nmmnmuuv (N) ELECTRICAL CONDUIT ROUTE FROM (N) GENERATOR AT GRADE TO (N) ILC CABINET RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTE pOl elf1"ev SCALE: 3/16" = 1'-0" (11X17) 0' 5' 10' very pwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TflLE ENLARGED ELECT. SITE PLAN SHEET NO. E-1.0 2 ENLARGED ELECTRICAL SITE PLAN SCALE: 3/8" = 1'-0" (22X34) NOTE: PROVIDE A#2 COPPER GROUND RING ATTACHED TO THE UNDERSIDE OF THE METAL PLATFORM. LOCATION SHOWN ON DRAWINGS IS SCHEMATIC ONLY. GROUND NEW VERIZON WIRELESS EQUIPMENT TO GROUND RING. ATTACH TO PLATFORM WITH METAL GROUNDING CONNECTORS. CONNECT TO GROUND BARS 'A' AND 'B' TWO PLACES EACH. BOND ALL INTEGRATED GROUND METAL ELEMENTS TO GROUND RING W/ #6 AWG (LEAD 21C, TYP) minirl a ii11AAlAllifli 1111111111111111111111111111111 uuunuunnunnnanu 11111111111111111111111111111 1111111119111111111111111H MASTER GROUND BAR NOTES: 1. ALL CONNECTIONS TO GROUNDING RING ARE OMNI DIRECTIONAL. 2. CONTRACTOR IS RESPONSIBLE TO ENSURE COMPLIANCE WITH THE LATEST VERIZON WIRELESS STANDARDS. 3. CONTRACTOR TO VERIFY SERVICE GROUND FOR (N) VERIZON WIRELESS POWER SOURCE MEETS NEC AND LOCAL CODES. GROUND LEAD FROM GROUND RING TO EACH EQUIP. CABINET PER MNFR. SPECIFICATIONS (TYP) 14 rim 7,S��leiLmomm — •',::may..—..�� #2 AWG SBTC GROUND LEAD TO UTILITY H-FRAME UNISTRUT (TYP); GROUND ALL H-FRAME CABINETS PER MNFR. SPECIFICATIONS INSTALL #2 AWG SBTC PERIMETER GROUND RING PER VERIZON WIRELESS SPECIFICATIONS TO UNDERSIDE OF PLATFORM; ATTACH TO GROUND BARS 'A' AND 'B' TWO PLACES EACH MASTER GROUND BAR A 1217 (2) #2 AWG SBTC GROUND LEADS TO BUILDING STEEL FOR COMMON GROUND (TYP AT 2 LOCATIONS) RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER s 6, 44, ® GROUND TEST WELL Qi GROUND ROD ♦ MECHANICAL CONNECTION (DOUBLE HOLE LUG) • CAD WELD CONNECTION • CONNECT PER MANUFACTURER SPECIFICATIONS GROUND BAR GB -1- EARTH GROUND NOTES: 1. ALL ABOVE GRADE GROUND LEADS TO BE SHEATHED IN CARFLEX-X-FLEX TM FLEXIBLE CONDUIT OR EQUIV. 2. DEPICTION OF GROUNDING ROUTING IS FOR CONCEPTUAL PURPOSES ONLY. CONTRACTOR TO DETERMINE PER EXISTING SITE CONDITIONS. GROUNDING LEGEND 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. ALL GROUNDING SHALL CONFORM TO THE CURRENT VERIZON WIRELESS STANDARDS. 3. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8", WHEN BENDING IS NECESSARY. GROUND CONDUCTORS ARE TO BE AS STRAIGHT AS POSSIBLE. 4. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 5. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 7. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 8. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6". 9. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 10. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 11. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUND WIRE SHALL NOT BE USED. METAL CLIPS THAT DO NOT COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC CLIPS ARE ACCEPTABLE. 12. GROUND BARS SHALL NOT BE FIELD MODIFIED. 13. ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8" SINGLE BARREL GROUND STRAPS. 14. GROUND RING BURIAL DEPTH SHALL BE 24" AND HAVE A NON -DIRECTIONAL SPLICE. 15. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM, USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. VERIZON WIRELESS SHALL BE GIVEN 24 HOURS NOTICE BEFORE TESTING IS TO BE DONE. THE COST ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. 16. PROVIDE #2 TW GREEN JUMPER FROM EACH WAVEGUID BRIDGE POST TO WAVEGUIDE BRIDGE CHANNEL. 17. ALL OUTDOOR CONNECTIONS TO CADWELD, INTERIOR CON APPLIED CRIMP TYPE U ►V IE 1 EQUIPMENT GROUNDING PLAN SCALE: 3/16" = 1'-0" (11X17) SCALE: 3/8" = 1'-0" (22X34) 0' 5' 10' nu�—�— GENERAL GROUT1ES verimpwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 \WECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO., DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NOT DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE EQUIPMENT GROUNDING PLAN SHEET NO. E-2.0 EXISTING SERVICE TRANSFORMER 25KVA 120/240V 1, SEE NOTE 2 NOTES: I I SERVICE H-FRAME EXISTING MULTI GANG METER PACK SEE NOTE 3 METER 0 0 200A 2P NEW AUTOMATIC TRANSFER SWITCH 240V 200A 2P, S/N INTEGRATED LOAD CENTER (ILC) NEW DISTRIBUTION PANEL "A" 120/240V 200A 30 POSITION APPROX. 1' 1. ALL ELECTRICAL WORK TO COMPLY WITH CURRENT NEC 2. ALL WIRING TO BE COPPER CONDUCTORS. 3. SERVICE TRANSFORMER: 25kVA 120/240V 1PHASE 4. METER BASE LABELED VERIZON WIRELESS. 5. BASED ON A 25 KVA 240V 1-PHASE TRANSFORMER WITH A IMPEDANCE OF 1.5%, THE AVAILABLE FAULT CURRENT AT THE METER/SERVICE DISCONNECT IS LESS THAN 6.94 KA. 6. GENERATOR NOT A SEPARATELY DERIVED SOURCE, THE GENERATOR NEUTRAL IS NOT TO BE GROUNDED OR SWITCHED AT THE TRANSFER SWITCH. 7. SERVICE GROUNDING ELECTRODE CONDUCTOR SIZE TO COMPLY WITH NEC 250.66. 8. NEUTRAL TO BE BONDED TO THE TO THE SYSTEM GROUND AT THE VERIZON WIRELESS SERVICE ONLY. 9. GENERATOR IS STANDBY PER NEC SECTION 702. 10. A SIGN SHALL BE AFFIXED AT THE SERVICE DISCONNECT STATING "30kW GENERATOR LOCATED NEXT TO EQUIPMENT' PER NEC 702.8.A. 11. A SECOND SIGN SHALL ALSO BE AFFIXED AT THE SERVICE DISCONNECT STATING "WARNING SHOCK HAZARD EXISTS IF GROUNDING ELECTRODE CONDUCTER OR BONDING JUMPER CONNECTION IN THIS EQUIPMENT IF REMOVED WHILE ALTERNATE SOURCE(S) IS ENERGIZED PER 702.(B). GENERATOR NEW 30kW 120/240V 1, G 0 0 200A 2P 0 0 0 0-0 0 00 0 00 0 0 0 0 0 (3) #4 0 AWG XHHW (1) #6 AWG XHHW GREEN GROUND 2" 0 LFMC NEW LOADS SEE PANEL SCHEDULE RE:4/E-3.0 w 0 0 a O N al ELECTRICAL CONDUIT BELOW GRADE (VERIFY EXACT SIZE & # OF CONDUITS) COORDINATE TRENCH WIDTH W/# OF CONDUITS • ••'f air—, A A� " ,: �. • 12" MIN. ESTORE SURFACE TO ORIGINAL CONDITION 6" WIDE UTILITY WARNING TAPE (12" BELOW GRADE) UNDISTURBED SOIL COMPACTED BACKFILL 95% STANDARD PROCTOR, WITHIN 2% OF OPTIMUM MOISTURE CONTENT BACKFILL (CLEAN GRANULAR FILL SAND) FIBER CONDUIT BELOW GRADE (VERIFY EXACT SIZE & # OF CONDUITS) 1. INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. 2. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING / EXCAVATION. 3. COORDINATE SIZE AND TYPE WITH LOCAL UTILITY COMPANIES REQUIREMENTS. 4. REFER TO ELECT PLAN FOR EXACT SIZE AND LOCATION. 5. COMPACT BACKFILL TO 95% PROCTOR DENSITY AT ALL DRIVEWAY OR HARD SURFACED AREAS. COMPACT TO 90% PROCTOR DENSITY ALL OTHER AREAS UNLESS NOTED OTHERWISE, REFER TO GEOTECHNICAL REPORT. 1 ONE -LINE DIAGRAM SCALE: NTS (11X17) SCALE: NTS (22X34) 2 TYP TRENCH DETAIL, AS REQUIRED SCALE: NTS (11X17) SCALE: NTS (22X34) Oa 0 -- Lu yw I- co - 0 z zZ Dz w3 co 8'-6" (VERIFY) 39"H X 20"W X 20"D SAFETY CABINET 0 59"H X 24" W X 20"D FIBER CABINET 0 glgIgg LJ LJ 200 AMP INTERSECT PTLC MDL# AA300R-1-458-2-6M-3R INTERMATIC METAL BUBBLE COVER W/ 60 MINUTE TIMER & GFI (IF REQ'D) P1000 UNI-STRUT ATTACHED TO (N) 4x4 T.S. COLUMNS I 7—(N) 4x4 T.S. COLUMNS; REFER TO PLAN FOR COLUMN SPACING AND LOCATION TOP OF PLATFORM PANEL A FURNISHED, INSTALLED 3 AND WIRE, S/N, CONNECTED INSIDE 200 AMP ILC BUS, CABINET. 200 AMP MAIN CB 120/240 VOLTS, 1 PHASE, 65,000 A.I.C. RATING (MINIMUM , DESCRIPTION WIRE BKR POLE CKT VA 4) VA CKT POLE BKR WIRE DESCRIPTION BTS #1 4 80 2 1 7860 A 600 2 1 15 12 EXTERIOR WORK LIGHT 2P BRANCH 4 - - 3 B 180 4 1 15 12 EXTERIOR CONV RCPT. BTS - FUTURE 4 80 2 5 7860 A 600 6 1 20 12 GEN BATT CHARGER 2P BRANCH 4 - - 7 B 180 8 1 20 12 SPARE AT GENERATOR (SPARE) 9 A 1000 10 1 20 12 BLOCK HEATER (SPARE) 11 B 180 12 1 20 12 INTERNAL GFCI RECEPT (SPARE) 13 A 1000 14 1 20 12 FUEL HEATER (SPARE) 15 B 16 (SPARE) (SPARE) 17 A 18 (SPARE) (SPARE) 19 B 20 (SPARE) (SPARE) 21 A 22 (SPARE) (SPARE) 23 B 24 (SPARE) (SPARE) 25 A 26 (SPARE) (SPARE) 27 B 28 (SPARE) (SPARE) 29 A 30 (SPARE) PANEL LOAD CALCULATIONS LIGHTING 600 VOLTAMPS X 1.00 = 600 VA RECEPTACLES 540 VOLTAMPS X 1.00 = 540 VA RECTIFIERS 15720 VOLTAMPS X 1.00 = 15720 VA OTHER LOADS 2600 VOLTAMPS X 1.00 = 2600 VA TOTAL DEMAND 19460 VA 81.08 AMPS, 10, 240V PANEL NOTES: ALL RECTIFIERS AND TVSS ARE FACTORY WIRED. CONTRACTOR IS RESPONSIBLE FOR FIELD WIRItFOR EXTERNAL CONNECTI THE 200 AMP P FOR THIS LOV.. c1/40 3 VERIZON WIRELESS UTILITY H-FRAME SCALE: NTS (11X17) SCALE: NTS (22X34) 4 PANEL SCHEDULE Tel, la CALE: NTS (11X17) SCALE: NTS (22X34) verinwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 1ECTOR RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE ELECTRICAL DETAILS SHEET NO. E-3.0 0 (C',ff,��„ © 1. 2. 3. 4. 5. �C TINNED 20" NEMA INSULATORS, SELF 5/8" WALL 5/8-11 7/16" COPPER OR APPROVED DOUBLE -EXTINGUISHING LOCKWASHERS. MOUNTING X 1" 0 froLu,,,,,,, 2" p 0 p� 0 0 �' 0 0 0 o 0� 0 " GROUND BUSBAR, EQUAL. HOLE CENTERS LUG CONFIGURATION. MEET REQUIREMENTS MATERIALS. BRACKET. HHCS BOLTS. 3/4" 0 p 0 p 0 0 TESSCO OF UL p p o .� 0 0 1 1/4" X 4" X TO MATCH 94 VO FOR verinWireless ♦ MECHANICAL CONNECTION (DOUBLE HOLE LUG) • CAD WELD CONNECTION • CONNECT PER MANUFACTURER SPECIFICATIONS I GROUND BAR Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 ALL GROUNDING SHALL BE IN ACCORDANCE TO THE LATEST REVISION OF VERIZON WIRELESS DOCUMENT: "METHODS AND PROCEDURES FOR VERIZON BASE STATIONS, VERIZON CONSTRUCTION INSTALLATION GUIDE - WIMAX". , #2 AWG GROUND LEAD TO ANTENNAS, RRH'S, SURGE SUPPRESSORS,TMA'S, TYPICAL GROUND BAR MOUNTED NEAR ANTENNAS AT TOP OF STRUCTURE #2 AWG (GREEN) INSULATED COPPER GROUND LEAD FROM GROUND BAR TO GROUND BAR AT BASE OF STRUCTURE I *ECTOR n • GROUND BAR MOUNTED AT BOTTOM OF SUPPORTING STRUCTURE FOR COAX GROUND KITS GROUND BAR MOUNTED ON ICE BRIDGE FOR WG KIT AT JUMPER TRANSITION EQUIPMENT/COMPOUND GROUND RING PROVIDE MIN OF (1) GROUND BAR FOR EQUIPMENT CABINET GROUNDING NOTE: SEE DETAIL #3 THIS SHEET FOR GROUND BAR DETAILS. SCALE: NTS (11X17) SCALE: NTS (11X17) SCALE: NTS (11X17) (CPMPROJECT NO.: 5406 PRELIMINARY 2 NOT USED SCALE: NTS (22X34) 1 ANTENNA GROUNDING SCALE: NTS (22X34) 3 GROUND BAR DETAIL SCALE: NTS (22X34) NO. DATE D/C DESCRIPTION TYPICAL CADWELD 1/8" MIN. #6 AWG FROM ANTENNA CABLE GROUND KIT (REFER TO RF SYSTEM SCHEDULE FOR CABLE QUANTITIES 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL GROUND BAR , " „ ' SITE NAME S/S NUT 0 1 MIN. -HEAT SHRINK (CLEAR) .,' GROUNDING CONNECTIONS )1_,W" 0.,,, ����, O TYPE Ell 'II GT TYPE W TYPE VN INTERRUB TAX ID NO.: / r r LABEL /l 1/ // / O O _ _ JN* _ 'AP A? .%' ' r,I' 3365901881 '1' 0 MAIN CONDUCTOR, COPPER Q 5/8" X 10' COPPER CLAD 30 CADWELD TYPE"NC" 4 CADWELD TYPE "GT" O TYIIPE VB `�` TYPE NC CABLE STEEL GROUND ROD TYPE SS TYPE TA TYPE . �I �� C�, TYPE GL TYPE �s • 1 11 re \ TYPE GY TYPE PT GR SCO NECr REFER TO NOTE ON MGB TINNED COPPER GROUND BAR S/S LOCK WASHER S/S BOLT (1 OR 2) NOTES: 1. ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER. COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATCHING. 2. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL. COAT ALL SURFACES WITH KOPR-SHIELD. 3. PROVIDE 'DO NOT DISCONNECT TAG. ■ A �' ` DUAL CADWELDS, TO BE USED , WITH #4 AWG BCW TO GROUND Ao 142 0 INTERURBAN BRAENsAVE. S TUKWILA, WA 98168 RING OR POINT OF GROUND 1 IPI NOTE: CONTRACTOR TO VERIZON WIRELESS "PANI" ICI SILICONE SEAL AT TOP 1" PVC SEALTITE RECEIVE CITY OF TUKWILA CONFORM TO THE LATEST j STANDARDS. AUG.0 2014 PERMIT CENTER SHEET TITLE GROUNDING DETAILS SHEET NO. E 4.0 SCALE: NTS (11X17) SCALE: NTS (11X17) SCALE: NTS (11X17) 5 TYPICAL LUG DETAIL SCALE: NTS (22X34) 4 GROUND RING & CADWELD CONN. SCALE: NTS (22X34) 6 GROUND BAR TO GROUND WIRE SCALE: NTS (22X34) GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND VERIZON WIRELESS INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: A. UL - UNDERWRITERS LABORATORIES B. NEC - NATIONAL ELECTRICAL CODE C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC - INTERNATIONAL BUILDING CODE F. NFPA - NATIONAL FIRE CODES 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF ALCATEL-LUCENT. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11.IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY VERIZON WIRELESS. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN TWO YEAR FROM DATE OF CUSTOMER'S ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE WITHIN 48 HOURS AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18.PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19.DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILLING. 20.MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23.THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24.DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26.RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 -1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD CALV. 27.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28.CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29.CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30.SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31.TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED ON DRAWINGS. 32.ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33.CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM". 34.ALL BOLTS SHALL BE STAINLESS STEEL. 35.ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 36.CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. POWER SERVICE REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING WHEN REQUIRED. 37. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 38.CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANY SPECIFICATIONS. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 39.LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. 40.UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 41.ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2-FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. 42.CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 43.THE VERIZON WIRELESS CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2014 RECEIVED CITY OF TUKWILA AUG . 0 5 2014 PERMIT CENTER veriZgpwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 *ECTOR CPM PROJECT NO.: 5406 PRELIMINARY NO, DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE GENERAL NOTES SHEET NO. GN-1 City of Tukwila BUILDING DIVISION 44.LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL CONTRACTOR. 45.CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 46.LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. 47.THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 48. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 49. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 50. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 51. ALL WIRE SHALL BE "TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10 AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98° CONDUCTIVITY. MINIMUM #12. 52. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 53. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 54. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 55. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 56. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 57. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 60. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL. 61. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 62. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 63. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN Of CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMA110N AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 64. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, DIAMETER, COLOR CODING AND ALL APPURTENANCES WITH ALCATEL-LUCENT. 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY ALCATEL-LUCENT. CABLES CANNOT BE CUT TO FIT. 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMSUNG'S (VERIZON WIRELESS) SPECIFICATIONS. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY ALCATEL-LUCENT, CANNOT BE COILED, MUST BE SECURED TO TOWER MOUNTS. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 & IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 & AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE END 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY ALCATEL-LUCENT. 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL AND HYBRID CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH ALCATEL-LUCENT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ESTIMATED ON SHEET A-6.0. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY ALCATEL-LUCENT. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION, B. MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200', C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY VERIZON WIRELESS RF ENGINEER. SEE ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY VERIZON WIRELESS. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. SITE WORK NOTES 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 11.NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF -SITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. ENVIRONMENTAL NOTES RECEIVED CITY OF TUKWI AUG 0 5 2014 PERMIT GENIE 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. FOUNDATION, EXCAVATION AND BACKFILL NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. verippwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR CPM PROJECT NO.: 5406 PREUMINARY NO; DATE D/C DESCRIPTION 0 07-21-14 TT/GS 90% CD REVIEW SUBMTTAL NO.- DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL LIANCE APPROVED TAX ID NO.: 33•,;rOAP1014 ADD ESS wita Bulttirt �vlsl9r� SHEET TITLE GENERAL NOTES SHEET NO. GN-2 FNDN, EXCAVATION AND BACKFILL NOTES CONT. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT TYPE NO. 57 FOR FENCED COMPOUND; FDOT TYPE NO. 67 FOR ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION AND/OR AERATE THE SOILS AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11.IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13.GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE.. 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: W-SHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36, 36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53-E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, (F'M=1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT' UNITS. 8. PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. 15. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 16. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT TYPE. 17. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKAU OR ORGANIC MATERIAL. 18. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 318-08 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH FC'=3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 1/2IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301, LATEST EDITION, SECTION 4. 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR CONCRETE WALLS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICC & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. SPECIAL INSPECTION IS REQUIRED FOR (HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ESR-1917) CONCRETE EXPANSION ANCHORS. INSTALLATION OF WEDGE ANCHORS (I.E. KWIK BOLT TZ ANCHORS) IN MASONRY IS NOT PERMITTED WEATHERPROOFING NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY %" AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. B. COLD SHRINK INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 INCHES WIDE 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 28 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 5 2014 PERMIT CENTER veriZOpwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 ECTOR CPM PROJECT NO. 06 PRELIMINARY NO. DATE D/C DESCRIPTION 0 07-21-14 TT/GS, 90% CD REVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA98168 SHEET TITLE GENERAL NOTES SHEET NO. GN-3 DRAWING ABBREVIATIONS Ve/'/fiWlreleSS WEATHERPROOFING NOTES CONT. - - AFF ABOVE FINISH FLOOR LF LINEAR FEET STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE AGL ABOVE GRADE LEVEL MAX MAXIMUM 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE AWGZe AMERICAN WIRE GAUGE MECH MECHANICAL UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL AC AIR CONDITIONING MFR MANUFACTURER CaSCadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH:360.438.8002 REPELLED AND NOT ALLOWED TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO ADJ ADJUSTABLE MGR MANAGER THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. APPROX APPROXIMATELY MIN - - - MINIMUM C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: AZ AZIMUTH MISC MISCELLANEOUS 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. BLDG BUILDING MTL METAL 2. REQUIRED TOOLS: KNIFE OR SCISSORS. - CM CONSTRUCTION MANAGER MTZL METALIZE(D) STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF CAB CABINET MW MICROWAVE BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR CL CENTERLINE NEC NATIONAL ELECTRICAL CODE �,/ECTOR s n o l - AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND CLG CEILING NIC NOT IN CONTRACT KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. CLR CLEAR NTS NOT TO SCALE STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY CO COPPER N/A NOT APPLICABLE APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE AND COME IN GOOD CONTACT WITH THE.t. CONC - CONCRETE OC ON CENTER �� T TAPE WIDTH) PAST THE ELECTRICAL UNDERLYING CABLE. ON CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO COND CONDUIT OD OUTSIDE DIAMETER N r CLW.' X W Q 4 di N ''i • F IG,I I 0„ 111 . 1 - 1/ ' C f 41725 QL �l THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWNW TO THE SMALLER DIAMETER CABLE. CONST CONSTRUCTION OP OVERHEAD POER STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE CONT CONTINUOUS OT OVERHEAD FIBER WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE CPM CASCADIA PM OPP OPPOSITE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS D/C DRAFTER/CHECKER PL PROPERTY LINE OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. - DEMO - - DEMOLISH PLYWD PLYWOODALL LAYERS OF TAPE SHALL BE PULOLEDVOIDS OR STRETCHED. ALLPACKETS ETAPSHALL NOTTHAT TAPE DIA DIAMETER PM PROJECT MANAGER G 7/30/14 ssIONAL PRESENT. THE LAST WRAP OFBE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. DIM DIMENSION PROJ PROJECT D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE: DN DOWN PROP PROPERTY CPM PROJECT NO.: 5406 I 1. REQUIRED MATERIAL: SELF -AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE - 2 INCHES WIDE. DTL DETAIL PT - PRESSURE TREATED -- PRELIMINARY 2. REQUIRED TOOLS: KNIFE OR SCISSORS. DWG DRAWING RO ROUGH OPENING NO. DATE D/C DESCRIPTION STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOREA TO REMOVE ALL GREASE AND DIRT. EACH ROW RIGHT OF WAY 0 07-21-14 TT/GS 90°k CD REVIEW STEP 2: START WRAPPING SELF -AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES ELECT ELECTRICAL RRU REMOTE RADIO UNIT - SUBM - AL FROM THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. ELEV ELEVATION REQ REQUIRED D REVIEWSFOR NO. DATE D/C DESCRIPTION STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, EQ EQUAL SBTC SOLIDBARETINNEDCOPPER CODE COMPL 0 07-30-14 TT/GGSS� BP SUBMITTAL MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. EQUIP EQUIPMENT SF SQUARE FEET APPROVE STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF EXT EXTERIOR SHT SHEET :Ai: SITE SITE NAME OVERLAP (0.75 INCH WIDE) LAYERS. STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. FIN FINISH SPEC SPECIFICATION IV- L AUG 2�i4 STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FLR FLOOR SO SQUARE INTERRUB TAX ID NO.: FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF -AMALGAMATING TAPE FT FOOT, FEET SS - STAINLESS STEEL USING THUMB PRESSURE. GA GAUGE STL STEEL y ^.� City of Tukwila STEP 7: TWO ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN GALV GALVANIZED STRUCT STRUCTURE, STRUCTURAL V V BUILDING DIVISION 3365901881 SITE ADDRESS AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. GC GENERAL CONTRACTOR TOC - -- TOP OF CONCRETE STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL GWB GYPSUM WALL BOARD TOM TOP OF MASONRY TAPE- 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT GR GRADE THRU THROUGH THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP GRND GROUND TNND TINNED 14240 INTERURBAN AVE. S TUKWILA, WA98168 LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE HVAC HEATING, VENTING 8 AIR CONDITIONING UBC UNIFORM BUILDING CODE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR HORIZ - - HORIZONTAL UG UNDERGROUND SHEET TORE SCISSORS. HT HEIGHT UNO UNLESS NOTED OTHERWISE GENERAL NOTES IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER RECEIVED ID INSIDE DIAMETER OF UNDERGROUND FIBER CITY OF TUKWILA IN INCH VIF VERIFY IN FIELD INSUL INSULATION VERT VERTICAL A, UG. 0 52�14 SHEET NO. INT INTERIOR WP WATERPROOF cj N-4 JBOX JUNCTION BOX W/ WITH PERMIT CENTER LB(S) POUND(S) W/O WITHOUT