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Home My WebLink AboutBLD2021-00280 - 07 PLANSTITLE SHEET ANDERSON LAKE FA#: 10092414 CROWN CASTLE: SITE# 846384 GENERATOR INSTALLATION PROJECT 30KW KOHLER DIESEL GENERATOR PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: T-1 REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: SITE INFORMATION: SITE ADDRESS:413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 COUNTY:JEFFERSON COORDINATES:48.02417° / -122.82295° (FOR NAVIGATION ONLY) PROPERTY LANDLORD OR OWNER:CROWN CASTLE: SITE# 846384 TAX ID #:901081022 ZONING:RR OCCUPANCY GROUP:U - UNMANNED CONSTRUCTION TYPE:II-B POWER COMPANY:PUGET SOUND ENERGY TELCO COMPANY:... A.D.A. COMPLIANCE:FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION at t & VICINITY MAP: SITE SCOPE OF WORK: INSTALL (1) STANDBY DIESEL GENERATOR WITH BASE FUEL TANK ON CONCRETE PAD AND ATS / EQUIPMENT WITHIN PROPOSED COMPOUND EXPANSION NEAR EXISTING AT&T EQUIPMENT AREA. INTEGRATE NEW GENERATOR WITH EXISTING SERVICE. NOTE: NO CHANGES OR ALTERATIONS TO THE TOWER, MOUNTS, ANTENNAS, FEEDLINES, ETC. IS PROPOSED AS A PART OF THIS SCOPE OF WORK. 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 N GOOGLE MAPS 2020 APPROVALS : AT&T MANAGER ______________________________________________ CONSTRUCTION MANAGER ______________________________________________ SITE ACQ. MANAGER ______________________________________________ PROPERTY OWNER ______________________________________________ LANDLORD ______________________________________________ R DIG LINE: THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES, AND/OR EXISTING UTILITIES BELIEVED TO BE IN THE WORKING AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITIES, PIPELINES AND OTHER STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND ENGINEER AT THE CONTRACTOR'S EXPENSE. AREA MAP: SITE GOOGLE MAPS 2020DO NOT SCALE DRAWINGS: CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. CONTACT INFORMATION: APPLICANT:AT&T MOBILITY 1375 CAMINO REAL STE 120 SAN BERNARDINO, CA 92408 PHONE: 951.534.8967 PROJECT MANAGER:GENERAL DYNAMICS WIRELESS SERVICES, LLC. 19240 DES MOINES DR. S. BLDG C STE 300 SEA TAC, WA 98048 PHONE: 425.606.8785 CONTACT: CHRISTOPHER HERMAN ARCHITECTURE & ENGINEERING: GEOSTRUCTURAL, LLC. PO BOX 2621 BOISE, ID 83701 PHONE: 530.539.4787 CONTACT: DON GEORGE CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF ALL GOVERNING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS ARE TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: INTERNATIONAL BUILDING CODE (IBC) 2018 NATIONAL ELECTRICAL CODE (NEC) 2017 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, 30, 37, 70, 72, 110, 111 AMERICAN CONCRETE INSTITUTE (ACI) 318 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222 TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 607 SHEET INDEX: SHEET DESCRIPTION T-1 TITLE SHEET N-1 GENERAL NOTES A-0 PARCEL SITE PLAN A-1 OVERALL SITE PLAN A-2 ENLARGED SITE PLAN A-3 ELEVATION VIEWS S-1 GENERATOR PAD DETAILS & STRUCTURAL NOTES S-2 GENERAL STRUCTURAL DETAILS S-3 FENCE & GATE DETAILS S-4 COMPOUND DETAIL E-1 ELECTRICAL DETAILS E-2 ELECTRICAL DETAILS E-3 ELECTRICAL DETAILS E-4.0 GENERATOR SPECIFICATIONS E-4.1 GENERATOR SPECIFICATIONS E-4.2 GENERATOR SPECIFICATIONS E-5.0 ATS SPECIFICATIONS E-5.1 CAM-LOCK BOX SPECIFICATIONS Apr 03 2021 K NOTES TO SUBCONTRACTOR: 1. THE GENERAL SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. ALL DISCREPANCIES SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES. 2. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 3. THE SUBCONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK. 4. SUBCONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION SUBCONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND SUBCONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 5. SITE GROUNDING SHALL COMPLY WITH AT&T WIRELESS SERVICES TECHNICAL SPECIFICATIONS FOR FACILITY GROUNDING FOR CELL SITE STANDARDS, LATEST EDITION, AND COMPLY WITH AT&T TOWERS GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. 6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS. 8. ANY DAMAGE TO THE ADJACENT PROPERTIES WILL BE CORRECTED AT THE SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDOWNER AND THE CONSTRUCTION MANAGER. 9. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE SPECIFICATIONS. SUBCONTRACTOR IS RESPONSIBLE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. 10. SUBCONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. 11. THE SUBCONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE SUBCONTRACTOR'S EXPENSE. 12. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO THE PROPERTY OUTSIDE THE LEASED PROPERTY SHALL BE REPAIRED BY THE SUBCONTRACTOR. 13. 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 PRIOR TO DISPOSAL. 14. PERMITS: THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. 15. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 16. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND/OR EXISTING UTILITIES BELIEVED TO BE IN THE WORKING AREA. IT IS THE RESPONSIBILITY OF THE SUBCONTRACTOR TO VERIFY ALL UTILITIES, PIPELINES AND OTHER STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. THE SUBCONTRACTOR SHALL CONTACT THE LOCAL LOCATE SERVICE BEFORE DIGGING OR DRILLING. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND ENGINEER AT THE SUBCONTRACTOR'S EXPENSE. GENERAL PROJECT NOTES: 1. THIS PROPOSAL IS FOR THE ADDITION OF A NEW GENERATOR ON A NEW CONCRETE PAD TO AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF AN EQUIPMENT SHELTER/PLATFORM AND TOWER. 2. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 3. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED) 4. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH BY AT&T TECHNICIANS. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. 8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION. 9. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. ELECTRICAL NOTES: A. GENERAL 1. COORDINATE LOCATION AND POWER REQUIREMENTS OF ALL EQUIPMENT WITH AT&T AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. 2. COORDINATE LOCATION AND REQUIREMENTS FOR ELECTRICAL AND TELEPHONE SERVICES WITH THE PROPERTY REPRESENTATIVE, AT&T AND UTILITY COMPANIES. ROUTING OF CONDUITS MAY BE MODIFIED TO MEET SITE REQUIREMENTS. EXACT CONDUIT ROUTING TO BE DETERMINED IN THE FIELD. 3. ALL WIRING AND EQUIPMENT SHOWN ON ELECTRICAL SHEETS SHALL BE FURNISHED AND INSTALLED UNDER ELECTRICAL PORTION OF CONTRACT UNLESS OTHERWISE NOTED 4. UNINTERRUPTED ELECTRICAL SERVICE FOR EXISTING EQUIPMENT SHALL BE MAINTAINED DURING THE INSTALLATION OF THE WORK DESCRIBED UNDER THESE DOCUMENTS. TEMPORARY EQUIPMENT, CABLES AND WHATEVER ELSE IS NECESSARY SHALL BE PROVIDED AS REQUIRED TO MAINTAIN ELECTRICAL SERVICE. TEMPORARY SERVICE FACILITIES, IF REQUIRED AT ANY TIME, SHALL NOT BE DISCONNECTED OR REMOVED UNTIL NEW SERVICE EQUIPMENT IS IN PROPER OPERATION. IF ANY SERVICE OR SYSTEM MUST BE INTERRUPTED, THE CONTRACTOR SHALL REQUEST PERMISSION IN WRITING STATING THE DATE, TIME, ETC. THE SERVICE WILL BE INTERRUPTED AND THE AREAS AFFECTED. THIS REQUEST SHALL BE MADE IN SUFFICIENT TIME FOR PROPER ARRANGEMENTS TO BE MADE. WRITTEN PERMISSION SHALL BE OBTAINED FROM THE OWNER BEFORE INTERRUPTING ELECTRICAL SERVICE. 5. COORDINATE NEW WORK WITH OTHER TRADES AND VERIFY EXISTING CONDITIONS TO AVOID INTERFERENCE. IN CASE OF INTERFERENCE, AT&T'S REPRESENTATIVE WILL DECIDE WHICH WORK IS TO BE RELOCATED, REGARDLESS OF WHICH WAS FIRST INSTALLED. 6. THE INSTALLATION MUST COMPLY WITH NEC AND ALL FEDERAL, STATE AND LOCAL RULES AND REGULATIONS. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE DEFINED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS AND RACEWAY ROUTING SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR DIRECTIONS FROM AT&T'S REPRESENTATIVE. 8. CONTRACTOR SHALL PAY ALL PERMITS AND FEES REQUIRED. 9. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STANDARDS REFERENCED BELOW: a. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) b. ASTIM (AMERICAN SOCIETY FOR TESTING MATERIALS) c. ETL (ELECTRICAL TESTING LABORATORY) d. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) e. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS) f. MBFU (NATIONAL BOARD OF FIRE UNDERWRITERS) g. NESC (NATIONAL ELECTRICAL SAFETY CODE) h. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) i. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) j. UL (UNDERWRITER'S LABORATORY) k. NEC (NATIONAL ELECTRICAL CODE) 10. CONTRACTOR SHALL REVIEW PLANS, DETAILS AND SPECIFICATIONS IN DETAIL AND ADJUST WORK TO CONFORM WITH ACTUAL SITE CONDITIONS SO THAT ELECTRICAL DEVICES AND EQUIPMENT WILL BE LOCATED AND READILY ACCESSIBLE. QUANTITIES LISTED IN MATERIAL LISTS ON THE DRAWINGS ARE FOR INFORMATION ONLY. THE CONTRACTOR SHALL PROVIDE HIS OWN TAKEOFF FOR MATERIAL QUANTITY AND TYPES BASED ON ACTUAL SITE CONDITIONS, IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS TO INSTALL EQUIPMENT FURNISHED BY AT&T OR ITS SUPPLIERS. ALL ITEMS NOT SPECIFICALLY MENTIONED HEREIN OR SHOWN ON THE DRAWINGS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED. 11. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) AT&T'S REPRESENTATIVE OF ANY CONFLICTS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK, IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. ELECTRICAL NOTES: 12. ALL FLOORS WHERE PENETRATIONS ARE REQUIRED IN BUILDING ARE TO BE CORE DRILLED AND THEN FIREPROOFED. B. WIRING/CONDUIT 1. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR AS REQUIRED BY CODE SUCH THAT NO MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL) EXIST IN A CONDUIT RUN. 2. ALL POWER AND CONTROL/INDICATION WIRING SHALL BE TYPE THHN/THWN 600V RATED 75 DEGREES CELSIUS, UNLESS NOTED OTHERWISE. 3. CONDUIT BENDS SHALL BE 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. 4. POWER WIRING SIZE SHALL NOT BE SMALLER THAN #12 AWG. 5. ALL WIRING SHALL BE COPPER. ALUMINUM WILL NOT BE ACCEPTABLE ALL POWER CIRCUITS SHALL CONTAIN A GROUND WIRE. 6. PHASE MARKINGS TO BE USED AT POWER CONDUCTOR TERMINATIONS. 7. CONTRACTOR SHALL ENSURE INTEGRITY IS MAINTAINED WHEN INSTALLING CONDUIT AND WIRING. 8. INSTALL PULL STRING IN ALL CONDUIT. 9. FOR ROOFTOP INSTALLS AND BUILD-OUTS, CONDUITS INSIDE BUILDING AND ON ROOF SHALL BE RGS, UNLESS OTHERWISE NOTED. FOR RAW LAND SITES AND CO-LOCATES, PVC SCHEDULE 80 SHALL BE UTILIZED UNLESS NOTED OTHERWISE. 10. MAINTAIN MINIMUM 1'-0" VERTICAL AND 1'-0" HORIZONTAL SEPARATIONS FROM ANY MECHANICAL GAS PIPING. 11. ALL WIRING ROUTED IN PLENUM TO BE RATED OR IN METALLIC FLEX (LIQUIDTITE) CONDUIT. C. EQUIPMENT 1. EQUIPMENT/PARTS CONNECTED TO EXISTING PANELS, DUCTS, ETC. SHALL MATCH THE CHARACTERISTICS (A/C, V, A) OF THAT EQUIPMENT. 2. ALL ELECTRICAL EQUIPMENT OUTSIDE SHALL BE NEMA 3R RATED. D. GROUNDING 1. ALL GROUND CONNECTIONS TO BUILDING SHALL BE MADE USING TWO-HOLE CONNECTORS. PROVIDE STAINLESS STEEL BOLTS AND LOCK WASHERS ON ALL MECHANICAL GROUND CONNECTIONS. 2. ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF ALL PAINT AND DIRT AT ANY POINT OF CONNECTION. CONNECTIONS TO VARIOUS METALS SHALL BE OF A TYPE AS TO PREVENT A GALVANIC OR CORROSIVE REACTION. AREA SHALL BE REPAINTED FOLLOWING BONDING. 3. ANY METALLIC ITEM WITHIN 6' OF ANY EQUIPMENT OR METALLIC INFRASTRUCTURE (RACKS, CABLE TRAY.. ETC.) OR GROUND CONDUCTORS MUST BE CONNECTED TO THE GROUNDING SYSTEM PER AT&T STANDARDS. 4. EXTERIOR, ABOVE GRADE GROUND CONNECTIONS SHALL BE FURNISHED WITH A LIBERAL PROTECTIVE COATING OF ANTI-OXIDATION COMPOUND. 5. ALL MATERIALS AND LABOR REQUIRED FOR THE GROUNDING SYSTEM AS INDICATED ON THE PLANS AND DETAILS, AND AS DESCRIBED HEREIN SHALL BE FURNISHED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 6. EXACT LOCATION OF GROUND CONNECTION POINTS SHALL BE DETERMINED IN FIELD. ADJUST LOCATIONS INDICATED ON PLANS ACCORDING TO ACTUAL EQUIPMENT LOCATIONS TO KEEP THE GROUND CONNECTION CABLES AS SHORT AND STRAIGHT AS PRACTICAL. 7. PROVIDE ALL ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS AS REQUIRED BY THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE, THE CURRENT EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE AND AT&T STANDARDS. BONDING JUMPERS WITH APPROVED GROUND FITTINGS SHALL BE INSTALLED AT ALL RACEWAYS, EQUIPMENT ENCLOSURES, PULL BOXES, ETC. TO MAINTAIN GROUND CONTINUITY WHERE REQUIRED BY CODE. 8. ALL BURIED EQUIPMENT GROUND CONDUCTORS SHALL BE #2 AWG BARE, TINNED, SOLID COPPER UNLESS NOTED OTHERWISE ON THE DRAWINGS. E. INSPECTION/DOCUMENTATION 1. THE CONTRACTOR, UPON COMPLETION OF HIS WORK, SHALL PROVIDE AS-BUILT DRAWINGS. INFORMATION SHOULD BE GIVEN TO THE GENERAL CONTRACTOR FOR INCLUSION IN FINAL AS-BUILT SURVEY DOCUMENTS TO BE GIVEN TO THE OWNER. 2. CONTRACTOR SHALL SUPPLY DOCUMENTATION ATTESTING TO THE COMPLETE GROUND SYSTEM'S RESISTANCE TO GROUND (MAX. 5 OHMS). 3. AN ELECTRICAL INSPECTION SHALL BE MADE BY AN INSPECTING AGENCY APPROVED BY AT&T'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND OBTAIN POWER COMPANY APPROVAL. 4. CONTRACTOR SHALL HAVE ATS AND GENERATOR RELAY INSTALLATION AND CONNECTIONS INSPECTED BY OTHERS TO ENSURE THAT UL LISTING FOR THAT EQUIPMENT IS NOT VOIDED. 200730 GENERAL NOTES PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: N-1 (K) REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: N-1 Apr 03 2021 X X X X X X X X X X X X X X X X X X X X X X X X OH W OH W OH W OH W OH W OH W OH W X X X X X X X X X X X X X X X X X X X X X X X X BATTERY B O X L I F T - O F F S E R V I C E P A N E L B R E A K E R / C O N T R O L AL T E R N A T O R PA N E L / I N T A K E E N D R A D I A T O R / E X H A U S T / F U E L E N D 1 0 ' - 0 " 10'-0" 4 ' - 0 " 4'- 0 " 5 ' V E N T R A D I U S 5 ' V E N T R A D I U S X X OVERALL SITE PLAN PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: A-1 REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: OVERALL SITE PLAN N 1SCALE: 1" = 10'-0" (11x17) PROPOSED GENERATOR LOCATION, SEE SHEET A-2 FOR ENLARGED SITE PLAN 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 TAX ID#: 901081022 NOTE: EVERYTHING SHOWN IS EXISTING UNLESS MARKED PROPOSED EXISTING CONDITIONS: THESE DRAWINGS WERE PRODUCED WITH INFORMATION PROVIDED BY THE CLIENT. LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION, GEOSTRUCTURAL DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINE, EASEMENTS AND SETBACKS. SO U T H P O R T L A N E MONOPOLE TOWER GRAVEL ACCESS DRIVE AT&T PREFAB CONCRETE EQUIPMENT SHELTER EQUIPMENT SHELTER (OTHER CARRIER) OVERHEAD UTILITY LINES PAD MOUNTED TRANSFORMER CHAIN-LINK SECURITY FENCE UTILITY PEDESTAL UTILITY VAULT UTILITY BOX ON WOODEN POST DENSE TREE COVER DENSE TREE COVER DENSE TREE COVER CHAIN-LINK DOUBLE SWING ACCESS GATE APPROX. TREE LINE Apr 03 2021 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X BATTERY BOX L I F T - O F F S E R V I C E P A N E L B R E A K E R / C O N T R O L AL T E R N A T O R PA N E L / I N T A K E E N D R A D I A T O R / E X H A U S T / F U E L E N D 1 0 ' - 0 " 10'-0" 4 ' - 0 " 4' - 0 " 5 ' V E N T R A D I U S 5 ' V E N T R A D I U S X X ENLARGED SITE PLAN 1ENLARGED SITE PLAN N SCALE: 1" = 5'-0" (11x17) UTILITY NOTE: THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE DEVELOPED FROM RECORD INFORMATION. THE INFORMATION PROVIDED IS IMPLIED NOT INTENDED TO BE A COMPLETE INVENTORY OF THE UTILITIES IN THIS AREA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES. EXISTING CONDITIONS: THESE DRAWINGS WERE PRODUCED WITH INFORMATION PROVIDED BY THE CLIENT. LINES, EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION, GEOSTRUCTURAL DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINE, EASEMENTS AND SETBACKS. SCOPE OF WORK DETAILS: GENERAL: · NEW KOHLER DIESEL GENERATOR PROVIDED BY GENERAL DYNAMICS & INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS E-4.0, E-4.1, E-4.2. · NEW CONCRETE PAD PROVIDED & INSTALLED BY GENERAL CONTRACTOR. SEE SHEET S-1. · NEW KOHLER AUTOMATIC TRANSFER SWITCH PROVIDED BY GENERAL DYNAMICS & INSTALLED BY CONTRACTOR. SEE SHEETS S-2, E-5.0, E-5.1. · NEW COMPOUND FENCE & COMPOUND EXPANSION PROVIDED & INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS S-3, S-4. · CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. · CONTRACTOR SHALL RESTORE & REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION TO ORIGINAL OR BETTER CONDITION. · INNER AND OUTER TANK TESTING DOCUMENTATION SHALL BE PROVIDED ONCE TANK IS IN PLACE ON SITE IN ACCORDANCE WITH NFPA 30. · A CALIBRATION CHART OF PERMANENT AND DURABLE CONSTRUCTION SHALL BE LOCATED AT THE FILL BOX. CONDUITS: · INSTALL PULL STRING IN EACH CONDUIT. · (1) NEW 2" AND (1) NEW 1" ELECTRICAL CONDUIT WITH CONDUCTORS TO BE INSTALLED FROM NEW GENERATOR TO NEW ATS. CONDUIT PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS E-1, E-2. · (2) NEW 1" ELECTRICAL CONDUITS WITH CONDUCTORS TO BE INSTALLED FROM NEW GENERATOR TO AC PANEL. CONDUIT PROVIDED & INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS E-1, E-2. · (1) NEW 1" ALARM CONDUIT & CABLING PROVIDED & INSTALLED BY GENERAL CONTRACTOR. SEE SHEETS E-1, E-2. GROUNDING: · NEW EXOTHERMIC CONNECTION FROM EXISTING GROUND RING TO NEW MECHANICAL CONNECTION AT GENERATOR CHASSIS. GENERAL CONTRACTOR TO VERIFY LOCATION IN FIELD. LOCATE GROUND RODS NO MORE THAN 8'-0" APART. SEE SHEET E-3. H-FRAME: · CONTRACTOR TO PROVIDE NEW H-FRAME FOR ATS INSTALLATION (IF REQUIRED). MATCH EXISTING H-FRAME MATERIAL FOR CONSTRUCTION OF NEW H-FRAME. SEE SHEET S-2. R PROPOSED 12'-0" WIDE DOUBLE SWING GATE, SEE SHEET S-3 PROPOSED 6' TALL CHAIN-LINK SECURITY EXPANSION FENCE, SEE SHEET S-3. LOCATE EXISTING UTILITIES PRIOR TO EXCAVATION. CONTRACTOR TO REMOVE SECTION OF EXISTING FENCE AND GATE AS SHOWN AND ATTACH EXISTING FENCE FABRIC TO NEW EXPANSION FENCE POSTS ACCESS CLEARANCE, TYP. 36" BREAKERS/ALTERNATOR 24" INTAKE/EXHAUST POWER ROUTING KEYED NOTES: EXISTING AT&T METER INTERCEPT EXISTING CONDUIT AND CONDUCTORS AT NEW DISCONNECT BY METER AND RE-ROUTE THROUGH PROPOSED ATS. COORDINATE PATH WITH CONSTRUCTION MANAGER EXISTING AC LOAD CENTER (ABOVE MTS) PROPOSED AT&T UNDERGROUND GENERATOR CONDUIT ROUTE. CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO EXCAVATION. SEE SHEETS E-1, E-2. SEE SHEET E-1 FOR SINGLE LINE DIAGRAM. MET INT AC CON MET INT AC CON GEN 1 2 3 ATS NOTE: EVERYTHING SHOWN IS EXISTING UNLESS MARKED PROPOSED GRAVEL COMPOUND EXPANSION, SEE SHEET S-4 ATS / EQUIPMENT KEYED NOTES: PROPOSED ATS W/ CAMLOCK MOUNTED ON SHELTER WALL WITH 36" FRONT CLEARANCE. SEE SHEET S-2.ATS GENERATOR KEYED NOTES: PROPOSED AT&T 30KW DIESEL GENERATOR W/ SOUND ATTENUATED ENCLOSURE, NORMAL/EMERGENCY TANK VENTING AND BASE FUEL TANK ON A CONCRETE PAD. SEE SHEETS S-1, S-2, E-3. FUEL FILL SHALL BE PROVIDED WITH SPILL CONTROL, WITH A SOLID FILL CONNECTION, AND WITH OVERFILL PREVENTION FUEL TANK NORMAL AND EMERGENCY VENTS SHALL TERMINATE AT LEAST 12'-0" ABOVE THE ADJACENT GRADE. SEE SHEET S-2. NFPA 704 PLACARD AND OTHER SIGNAGE. SEE SHEET E-4.2. GEN 1 2 3 GEN PLUG GRAVEL COMPOUND HVAC UNIT CO N C R E T E ST O O P CONTRACTOR TO REMOVE ALL SITE SIGNAGE FROM EXISTING FENCE AND REINSTALL ON NEW FENCE ICE BRIDGE MONOPOLE TOWER GRAVEL ACCESS DRIVE AT&T PREFAB CONCRETE EQUIPMENT SHELTER EQUIPMENT SHELTER (OTHER CARRIER) CHAIN-LINK SECURITY FENCE DENSE TREE COVER CHAIN-LINK DOUBLE SWING ACCESS GATE APPROX. TREE LINE DENSE TREE COVER HVAC UNIT HVAC UNIT HVAC UNIT ICE BRIDGE ICE BRIDGE CO N C R E T E ST O O P INSPECTION WELL 1' - 0 " 4'-0" 3' - 0 " 17'-0" 8' - 0 " PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: A-2 REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: INT 2' - 1 1 " PROPOSED 4'x10' LEASE AREA Apr 03 2021 K0 4' - 0 " 1'-0" BLOCKOUT 1' - 8 " BL O C K O U T 112" BA S E E X T E N T S P E R MA N U F A C T U R E R #4 U-BARS CONDUIT STUB-UP AREA; CONFIRM LOCATION & SIZE WITH MANUFACTURER (4) 5 8"Ø x 312" EMBED HILTI KWIK BOLT TZ STAINLESS STEEL EXPANSION ANCHOR (OR APPROVED EQUAL). REFERENCE ICC-ES ESR-1917 REPORT. INSTALLATION TORQUE = 60 FT-LB #4 U-BARS CONDUIT STUB-UP AREA FLEXIBLE STUB CONDUITS. SEE SHEET E-2. 7" MIN. BOLT ℄ TO EDGE A AB LONGITUDINAL TR A N S V E R S E 10'-0" 1' - 2 " BASE EXTENTS PER MANUFACTURER 93 8" OUTLINE OF GENERATOR FOOTPRINT SLAB REINF., SEE SECTION A-A GENERATOR ANCHOR FRAME 4 3 4 " 3 1 2 " EM B E D M E N T 3 3 4 " HO L E D E P T H 1116"Ø HOLE (5 8"Ø BIT) CONCRETE PAD B CONCRETE NOTES: 1.PRIOR TO EXCAVATION, CHECK THE AREA FOR UNDERGROUND FACILITIES. 2.ALL CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 19 OF THE IBC & ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", LATEST EDITION & HAVE THE FOLLOWING PROPERTIES: A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI. B CEMENT SHALL BE "LOW-ALKALI" TYPE IIA (MODERATE SULFATE RESISTANCE, AIR ENTRAINING) CONFORMING TO ASTM C150. C MAXIMUM WATER/CEMENT RATIO OF 0.45 AND AIR-ENTRAINED 4% TO 7%. D CONCRETE PROPORTIONING SHALL BE DESIGNED BY AN APPROVED LABORATORY. TOLERANCES IN ACCORDANCE WITH ACI 117. COPIES OF CONCRETE MIX SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO PLACEMENT. E ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHRINKAGE. MAXIMUM AGGREGATE SIZE TO BE 3 4". F MAXIMUM SLUMP: REFER TO GEOTECHNICAL REPORT WHEN APPLICABLE. 3.FORMWORK FOR CONCRETE SHALL CONFORM TO ACI 347. TOLERANCES FOR FINISHED CONCRETE SURFACES SHALL MEET CLASS-C REQUIREMENTS. IN NO CASE SHALL FINISHED CONCRETE SURFACES EXCEED THE FOLLOWING VALUES AS MEASURED FROM NEAT PLAN LINES AND FINISHED GRADES: ± 14" VERTICAL, ± 1" HORIZONTAL. 4.CHAMFER ALL EXPOSED CORNERS AND FILLET ENTRANT ANGLES 3 4" U.N.O. 5.CONCRETE FINISHING: CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH ACI. PROVIDE ROUGH FINISH FOR ALL SURFACES NOT EXPOSED TO VIEW AND SMOOTH FINISH FOR ALL OTHERS, U.N.O. 6.STEEL REINFORCEMENT AND CONCRETE SHOULD BE PLACED IMMEDIATELY UPON COMPLETION OF THE FOUNDATION EXCAVATION. CONTRACTOR SHALL NOT ALLOW A COLD JOINT TO FORM IN THE CONCRETE. PORTION AT GRADE SHOULD BE FORMED. TEMPORARY CASING MAY BE REQUIRED TO PREVENT CAVING PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL NOTES: 1.ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL/HORIZONTAL BARS SHALL BE GRADE 60; TIES OR STIRRUPS SHALL BE A MINIMUM OF GRADE 40. ALL REINFORCING STEEL SHALL HAVE 3" (± 3 8") OF CONCRETE COVER, U.N.O. 2.ALL BAR BENDS, HOOKS, SPLICES AND OTHER REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ACI 315. 3.ALL BARS SHALL BE SPLICED WITH A MINIMUM LAP OF 48 BAR DIAMETERS. LAP SPLICES OF DEFORMED BARS IN TENSION ZONES SHALL BE CLASS-B SPLICES. WELDING OF BARS IS NOT PERMITTED. 4.AT ALL CORNERS AND WALL INTERSECTIONS, PROVIDE BENT HORIZONTAL BARS TO MATCH THE HORIZONTAL REINFORCING STEEL. 5.PROVIDE VERTICAL DOWELS IN FOOTINGS AND AT CONSTRUCTION JOINTS TO MATCH VERTICAL REINFORCING BAR SIZE AND SPACING. 6.ACI-APPROVED PLASTIC-COATED BAR CHAIRS OR PRECAST CONCRETE BLOCKS SHALL BE PROVIDED FOR SUPPORT OF ALL GRADE-CAST REINFORCING STEEL & SHALL BE SUFFICIENT IN NUMBER TO PREVENT SAGGING. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUB-GRADE. 7.DOWELS AND ANCHOR BOLTS SHALL BE WIRED OR OTHERWISE HELD IN CORRECT POSITION PRIOR TO PLACING CONCRETE. IN NO CASE SHALL DOWELS OR ANCHOR BOLTS BE "STABBED" INTO FRESHLY-POURED CONCRETE. FOUNDATION NOTES: 1.THE CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND SHALL CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 2.THE GEOTECHNICAL ENGINEER (OR INSPECTOR) SHALL INSPECT THE EXCAVATION PRIOR TO THE PLACEMENT OF CONCRETE AND SHALL PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORDS PURPOSES. 3.THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS NECESSARY TO SUPPORT THE EXCAVATION DURING CONSTRUCTION. 4.REBAR AT BOTTOM OF FOUNDATIONS SHALL BE BONDED TO SITE GROUNDING SYSTEM (WHEN APPLICABLE). SEE ADDITIONAL DETAILS ON APPROVED A&E CONSTRUCTION DRAWINGS. 5.ALL FOOTINGS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB-GRADE PRIOR TO PLACING CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER-EXCAVATED AND REPLACED WITH "LEAN CONCRETE FILL". THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC RECOMMENDATIONS. 6.STRUCTURAL BACKFILL SHALL BE GRANULAR FREE-DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED PER ASTM D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC RECOMMENDATIONS. MECHANICAL ANCHOR NOTES: 1.HILTI PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, AS INCLUDED IN THE ADHESIVE PACKAGING. 2.CONTRACTOR SHALL AVOID DRILLING HOLES IN VERTICAL/HORIZONTAL REINFORCING BARS. 3.HOLES MUST BE WIRE BRUSHED AND BLASTED WITH COMPRESSED AIR PRIOR TO INSTALLATION. TEMPERATURES/METHODS/WORKING TIME/ETC. ARE TO BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. SOIL NOTES: 1.FOUNDATION DESIGN BASED ON THE PRESUMPTIVE MINIMUM SOIL PARAMETERS IN ACCORDANCE WITH THE IBC AND TIA. WHEN A SITE SPECIFIC GEOTECHNICAL REPORT IS AVAILABLE, THE CONTRACTOR SHALL ADHERE TO ALL RECOMMENDATIONS PROVIDED THEREIN. 2.ALL FOUNDATIONS TO BE PLACED ON FIRM, UNDISTURBED, INORGANIC MATERIAL. PROOF ROLL SUB-GRADE PRIOR TO PLACING CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY EQUIPMENT. UNACCEPTABLE/DISTURBED MATERIAL SHALL BE OVER-EXCAVATED AND REPLACED WITH STRUCTURAL BACKFILL. 3.STRUCTURAL BACKFILL SHALL BE GRANULAR FREE-DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED PER ASTM D1557 (MODIFIED PROCTOR). THE GEOTECHNICAL REPORT SHALL BE REVIEWED AND ADHERED TO FOR SPECIFIC RECOMMENDATIONS. 13 4" CLR. TYP. ANCHOR FRAME 3"3" (2) #5 TRANSVERSE REBAR (THIS LOCATION) GENERATOR PAD - SECTION B-B SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" GENERATOR PAD - SECTION A-A TYPICAL ANCHOR SCALE: 1/2" = 1'-0" GENERATOR PAD DETAIL (10) #5 TRANSVERSE REBAR 4"± 33 4" CLR.3" TYP. 8" CONCRETE MIN. (5) #5 LONGITUDINAL REBAR OUTLINE OF GENERATOR 3 4" CHAMFER, TYP. CONTRACTOR TO RESTORE EXISTING CONDITIONS ON SITE, SLOPE AWAY AS REQUIRED 6" COMPACTED GRANULAR BASE COMPACTED SUBGRADE GENERATOR PAD DETAILS PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: S-1 (K) REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: STRUCTURAL DESIGN NOTES: ALL LOADS DERIVED FROM REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, ASCE 7 & ANSI TIA-222. BUILDING & COMMUNICATION STRUCTURES: (48.02417° / -122.82295°) 1.WIND LOADS: IBC 2018 & ASCE 7-16 V = 97 MPH ULTIMATE WIND SPEED STRUCTURE CLASS = II; EXPOSURE CATEGORY = C; TOPOGRAPHIC CATEGORY = 1. IMPORTANCE FACTOR = 1.0. 2.SEISMIC LOADS: IBC 2018 & ASCE 7-16 STRUCTURE CLASS = II; SITE CLASS = D. SS = 1.322 ; S1 = 0.482 ; SDS = 1.057 S-1 Apr 03 2021 ATS MOUNTING DETAIL (IF REQUIRED) PE R M A N U F A C T U R E R PE R M A N U F A C T U R E R SECTION A-A 3 8"Ø U-BOLT. FOLLOW MANUFACTURER RECOMMENDATIONS FOR BOLT TORQUE. GALVANIZED H-FRAME POST GRADE UNISTRUT WALL ATTACHMENT: WALL CONSTRUCTION TYPE FASTENER HOLLOW 3/8" DIA. TOGGLE BOLT HOLLOW, AT STUD 3/8" DIA. LAG SCREW CONCRETE BLOCK (HOLLOW) 7/16" DIA. HILTI HY-270 WITH SCREEN, MINIMUM EMBEDMENT 2-1/2" CONCRETE (SOLID) 7/16" DIA. HILTI HY-200, MINIMUM EMBEDMENT 2-1/2" NOTES: 1. USE GALVANIZED OR STAINLESS STEEL HARDWARE FOR WALL MOUNT AND CONNECTION OF CHANNELS 2. GC SHALL USE NON-SHRINKING CAULK TO WEATHER SEAL ALL PENETRATIONS INTO OR THROUGH SHELTER WALL K PROPOSED GENERATOR W/ DIESEL FUEL TANK ON CONCRETE PAD VENT PIPE, TYP. OF (2) 12 ' M I N . DOUBLE WALL FUEL TANK BASE SPECIFICATION: REF: AT&T 30KW GENERATOR PACKAGE UL REGISTRATION NUMBER: MH 18459 UL 142 DOUBLE WALL FUEL TANK BASE SPECIFICATION FUEL TANK BASE CONSTRUCTION: +BE CONSTRUCTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES STANDARD UL-142. BE CONSTRUCTED IN ACCORDANCE WITH FLAMMABLE COMBUSTIBLE LIQUIDS CODE, NFPA 30; THE STANDARD FOR INSTALLATION USE OF STATIONARY COMBUSTIBLE ENGINE GAS TURBINES, NFPA 37; AND THE STANDARD FOR EMERGENCY STANDBY POWER SYSTEMS, NFPA 110. +ANCHORS MINIMUM (4) 5/8" FOR GEN-SET MOUNTING SUB BASE TANK TESTING: +PRIMARY TANK & SECONDARY CONTAINMENT BASIN SECTIONS SHALL BE PRESSURIZED AT 3-5 PSI AND LEAK-CHECKED TO ENSURE INTEGRITY OF SUB BASE WELD SEAMS PER UL-142 STANDARDS FUEL FILL: 5 GALLON SPILL CONTAINMENT WITH ALARM +40% REMAINING FOR ALARM +20% REMAINING FOR SHUT-DOWN FACTORY PRE-SET AT 95% FULL FOR ALARM FUEL CONTAINMENT BASIN: +SUB BASE TANK SHALL INCLUDE A WELDED STEEL CONTAINMENT BASIN, SIZED AT A MINIMUM OF 110% OF THE TANK. CAPACITY TO PREVENT ESCAPE OF FUEL INTO THE ENVIRONMENT IN THE EVENT OF A TANK RUPTURE. A FUEL CONTAINMENT BASIN LEAK DETECTOR SWITCH SHALL BE PROVIDED. GENERATOR VENTING DETAIL VENT BRACING TO ENCLOSURE PER MANUFACTURER MOUNTING HOLES, TYP. OF (4) NEW AUTOMATIC TRANSFER SWITCH MOUNTED TO NEW UNISTRUT. SEE SHEETS E-5.0, 5.1 (CAM-LOCK NOT SHOWN FOR CLARITY) 1-5/8" P1000T UNISTRUT MOUNTED TO WALL OR TO NEW H-FRAME POSTS W/ FASTENER AT EACH END, SEE H-FRAME DETAIL, TYP. OF (2) NEW MECHANICAL CONNECTION WITH #2 AWG TO EXISTING GROUND RING, SEE SHEET E-3 3' MIN. (4'-6" MIN. IF SUB-PANEL REQ'D) 6' - 0 " PIPE CAP, TYP. H-FRAME DETAIL A A 6" MAX. 15 8" P1000T UNISTRUT MEMBER INSTALLED TO H-FRAME POSTS. APPLY TWO COATS OF COLD-GALV COMPOUND TO "CUT" ENDS. INSTALL VINYL END CAPS. (TO BE FIELD LOCATED AS REQUIRED) 3- 0 " ( M I N . ) O R P E R LO C A L F R O S T D E P T H 4" 37 . 6 " ( V E R I F Y W / AT S M A N U F . ) NEW PIPE2.5STD (2.875"OD SCHEDULE 40) H-FRAME POST, TYP. (ALTERNATE INSTALLATION: CONTRACTOR MAY ELECT TO USE EXISTING H-FRAME POST IF AVAILABLE) 2" SUB-PANEL IF REQ'D AUTOMATIC TRANSFER SWITCH CA M - L O C K BO X 12"Ø CONCRETE FOOTING 1" CROWN OR FOOTPAD ⅊3 4x7x7 (4) 12"Ø x 3.5" EMBED HILTI KWIK BOLT TZ STAINLESS STEEL EXPANSION ANCHOR (OR APPROVED EQUAL). REFERENCE ICC-ES ESR-1917 REPORT. 3.5" 3/16 POST FOOT PAD FOR SLAB-TOP INSTALLATION (IF APPLICABLE) 1" DRY PACK, IF REQ'D 5"3"(MIN.) TO EDGE OF SLAB #2 SOLID, TINNED BARE COPPER WIRE CADWELD POSTS TO GROUND RING GROUND RING ATS LOCATION NOTE: ATS LOCATION SHOWN IN PLANS IS THE BEST AVAILABLE BASED ON THE INFORMATION PROVIDED. ALTERNATIVE LOCATION MAY BE REQUIRED AND SHALL BE APPROVED BY CONSTRUCTION MANAGER AND/OR LANDLORD. THIS DETAIL PROVIDES ALTERNATIVE METHODS OF INSTALLATION (NOT ALL DETAILS MAY BE USED). GENERAL STRUCTURAL DETAILS PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: S-2 (K) REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: S-2 Apr 03 2021 TOP RAIL LINE POST CHAIN-LINK FABRIC MESH WEATHERTIGHT POST CAP, TYP. TENSION BAR, USE (1) FOR EACH END OR GATE POST, (2) FOR EACH CORNER POST END, GATE, CORNER OR PULL POST TENSION BAND, (1) PER FOOT OF FENCE HEIGHT DIAGONAL ROD WITH STEEL TURNBUCKLE ON GATE & ALL CORNERS WITH HORIZONTAL BRACE SEE LINE POST SPACING SCHEDULE SEE LINE POST SPACING SCHEDULE 1" CROWN TYP. 3" C L R 12"Ø (MIN) 3' - 6 " M I N 0'-0"FINISH GRADE LINE POST BOTTOM TENSION WIRE CONC. PIER, TYP. BRACE RAIL BRACE RAIL, EA. CORNER, EA. WAY 6' T O 8 ' C H A I N - L I N K F A B R I C 9"Ø (MIN) 3' - 0 " M I N 3" C L R 3' - 0 " M I N 3" C L R 9"Ø (MIN) 2" M A X CL E A R A N C E F R O M GR A D E , T Y P . X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (3) ROWS GALVANIZED BARBED WIRE BARB ARMS WITH INTEGRAL A0 CHAIN-LINK ACCESS GATE DETAIL (IF REQUIRED) CHAIN-LINK GATE/FENCE SPECIFICATIONS: (INSTALL FENCING PER ASTM F567 / SWING GATES PER ASTM F900)NOTES: GATE POST 4.500" O.D. SCHEDULE 40 PIPE FOR GATE WIDTHS UP T0 6 FEET, PER ASTM F1083. POST & FENCE PIPE SIZES ARE FENCE INDUSTRY STANDARD. ALL PIPE TO BE HOT-DIP GALV. CROSS BRACE ALL POSTS EXCEPT INTERMEDIATES. LINE POST 6' TALL = 2.375" O.D. SCHEDULE 40 PIPE PER ASTM F1083. 8' TALL = 2.875" O.D. SCHEDULE 40 PIPE PER ASTM F1083. CORNER POST 3.500" O.D. SCHEDULE 40 PIPE PER ASTM F1083. TOP RAIL/BRACE RAIL 1.875" O.D. SCHEDULE 40 PIPE, PER ASTM F1083. GATE FRAME 1.875" O.D. SCHEDULED 40 PIPE, PER ASTM F1083. GATE LATCH 1.375" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK. CONTRACTOR TO INSTALL (2) GATE HOLDBACKS TO HOLD GATE OPEN DURING USE. FABRIC 9 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM A392. - TIE WIRE MINIMUM 11 GA. GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX. 24" INTERVALS. - TENSION WIRE 7 GA. GALVANIZED STEEL.- BARBED WIRE DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH WITH FABRIC 14 GA. 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENTS SHALL BE COMPLIED WITH IF REQUIRED. CHAIN-LINK FENCE DETAIL (3) ROWS GALVANIZED BARBED WIRE GATE FRAME TENSION BAR, USE (1) FOR EACH GATE POST "STYMIE LOCK" ASSEMBLY PLUNGER BAR DIAGONAL ROD WITH STEEL TURNBUCKLE ON GATE & ALL CORNERS WITH HORIZONTAL BRACE GATE FRAME "MUSHROOM" TYPE CENTER GATE STOP EMBEDDED IN CONCRETE CHAIN-LINK FABRIC MESH 12"Ø CONC. PIER, TYP. SEE PLANS SHEET 3' - 6 " 3" C L R 1" C R O W N 6' - 0 " C H A I N - L I N K F A B R I C 1' - 0 " 2" 0'-0"FINISH GRADE 14GA BRAIDED GROUND (POST TO GATE FRAME), TYP. #2 SOLID, TINNED BARE COPPER WIRE CADWELD POST TO GROUND RING, TYP. #2 SOLID, TINNED BARE COPPER WIRE CADWELD CORNER POSTS TO GROUND RING GROUND RING GROUND RING EXISTING CONDITIONS: 1 CONTRACTOR TO MATCH EXISTING HEIGHT AND SECURITY IMPLEMENTS. A STANDARD 6' FENCE IS SHOWN AND MAY REQUIRE MODIFICATIONS TO MATCH EXISTING. 2 CONTRACTOR TO MATCH EXISTING FENCE DESIGN AND FINISH BY ADDING SLATS, MESH, PAINT, ETC.. LINE POST SPACING SCHEDULE: DESCRIPTION MAXIMUM SPACING 6' TALL MESH ONLY 10'-0" 6' TALL MESH W/ PRIVACY SLATS 5'-0" 8' TALL MESH ONLY 8'-0" 8' TALL MESH W/ PRIVACY SLATS 4'-0" ⅊3 4x7x7 (4) 12"Ø x 3.5" EMBED HILTI KWIK BOLT TZ STAINLESS STEEL EXPANSION ANCHOR (OR APPROVED EQUAL). REFERENCE ICC-ES ESR-1917 REPORT. 3.5" 3/16 POST LINE POST FOOTPAD FOR SLAB-TOP INSTALLATION (IF APPLICABLE) 1" DRY PACK, IF REQ'D 5"3"(MIN.) TO EDGE OF SLAB ⅊3 4x9x9 (4) 12"Ø x 3.5" EMBED HILTI KWIK BOLT TZ STAINLESS STEEL EXPANSION ANCHOR (OR APPROVED EQUAL). REFERENCE ICC-ES ESR-1917 REPORT. 3.5" 3/16 POST GATE/CORNER POST FOOTPAD FOR SLAB-TOP INSTALLATION (IF APPLICABLE) 1" DRY PACK, IF REQ'D 7"3"(MIN.) TO EDGE OF SLAB FENCE & GATE DETAILS PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: S-3 REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: Apr 03 2021 AGGREGATE NOTES: 1 THE AGGREGATE MATERIAL TO BE USED WILL BE PRODUCED FROM SOUND, TOUGH, DURABLE ROCK AND SHALL BE UNIFORM IN QUALITY AND GRADATION. THE CRUSHED MATERIAL WILL BE REASONABLY FREE FROM SOFT OR DISINTEGRATED PIECES, ORGANIC MATERIALS, AND OTHER OBJECTIONABLE MATTER. 2 THE AGGREGATE MATERIAL WILL SHOW A LOSS LESS THAN 35% IN THE LOS ANGELES ABRASION TEST. 3 THE PERCENTAGE OF SOFT PARTICLES, AS DETERMINED BY THE CLAY LUMPS AND FRIABLE PARTICLES [AASHTO T 112], SHALL NOT BE MORE THAN 5%. 4 THE AGGREGATE MATERIAL USED WILL NOT HAVE A SAND EQUIVALENT LESS THAN 30 IF 5% OR MORE OF THE MATERIAL PASSES THE NUMBER 200 SIEVE. 5 80% OF THE GRAVEL (BY WEIGHT) OF THE COMBINED COURSE AGGREGATE SHALL HAVE THREE OR MORE ROUGH ANGULAR SURFACES AND PRODUCED BY CRUSHING OF THE ROCK. 6 THE PLASTICITY INDEX OF THE FINISHED AGGREGATE PRODUCT SHALL NOT EXCEED 6. AGGREGATE GRADATION CHART: (% BY WEIGHT PASSING SIEVES) SIEVE SIZE 2"-MINUS 3 4"-MINUS 212"100 - 2"90-100 - 1"55-83 100 3 4"-90-100 No. 4 30-60 40-65 No. 8 -30-50 No. 30 10-25 - No. 200 0-8 3-9 COMPACTION NOTE: STRUCTURAL FILL SHALL BE GRANULAR FREE-DRAINING MATERIAL FREE OF DEBRIS, ORGANICS, REFUSE AND OTHERWISE DELETERIOUS MATERIALS. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 12" IN DEPTH AND COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED PER ASTM D1557. ELEVATE COMPOUND (IF APPLICABLE) 4" PROOF-ROLL SUBGRADE PRIOR TO PLACEMENT OF FILL MATERIAL 2 1 UNDISTURBED SOIL CLIENT APPROVED WEED BARRIER 4" OF 3 4" CRUSHED ROCK LEASE AREA SEE PLAN CLEAR & GRUB UPPER 4" (MIN.) OF EXISTING GROUND SURFACE & REPLACE W/ STRUCTURAL FILL EXISTING GRADE COMPACTED 2"-MINUS STRUCTURAL FILL, SEE GRADATION CHART COMPOUND DETAIL A2 COMPOUND DETAIL PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: S-4 REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: Apr 03 2021 K0 M 2 7 5 6 3 120/240, 1 , 60Hz 20A 20A G 20A CONDUIT / WIRE SCHEDULE: NO.FROM TO WIRES GROUND CONDUIT SIZE FUNCTION NORMAL POWER SOURCE AUTOMATIC TRANSFER SWITCH (3) 3/O (1) #4 2"NORMAL POWER FEEDER TO ATS (CUT BACK EXISTING) AUTOMATIC TRANSFER SWITCH LOAD CENTER (3) 3/O (1) #4 2"POWER FEEDER FROM ATS TO PANEL GENERATOR AUTOMATIC TRANSFER SWITCH (3) .(1) #4 2"EMERGENCY POWER FEEDER TO ATS AUTOMATIC TRANSFER SWITCH GENERATOR (2) #10 (1) #10 1"START CIRCUIT LOAD CENTER (DISTRIBUTION CENTER) GENERATOR, ATS (2) #12 (2) #12 (2) #12 (1) #12 (1) #12 (1) #12 1" 1" 1" CIRCUIT FOR GENERATOR BLOCK HEATER & BATTERY HEATER, CIRCUIT FOR BATTERY CHARGER, CIRCUIT FOR ATS CONTROLS GENERATOR AUTOMATIC TRANSFER SWITCH 12-PAIR 24 AWG OR 2EA 6-PAIR CAT5 N/A 1" ALARM CABLES (1) 12 PAIR 24 AWG. PROVIDE 24" OF SLACK CABLE. FINAL PUNCH DOWN IS BY AT&T TECH. LABEL ALL WIRES AUTOMATIC TRANSFER SWITCH ALARM BLOCK (2) 12-PAIR 24 AWG OR (2) 6-PAIR CAT5 (1) 1-PAIR 24AWG N/A 1" ALARM CABLES (1) 12 PAIR 24 AWG (RUN THRU INTERIOR OF SHELTER OR GROUND EQUIPMENT & INTO ALARM BOX). PROVIDE SINGLE PAIR FOR COMMERCIAL POWER FAIL ALARM. PROVIDE 24" OF SLACK CABLE. FINAL PUNCH DOWN IS BY AT&T TECH. LABEL ALL WIRES 1 2 3 4 5 SINGLE LINE DIAGRAM ALARM WIRE IDENTIFICATION CHART: WIRE ALARM BROWN BROWN / WHITE GENERATOR RUNNING GREEN GREEN / WHITE CRITICAL FAULT BLUE BLUE / WHITE MINOR FAULT ORANGE ORANGE / WHITE LOW FUEL BROWN * BROWN / WHITE *FUEL LEAK *CAT5 CABLE ONLY, FROM 2ND CAT5 CABLE EXISTING DISTRIBUTION PANEL PROPOSED 30KW GENERATOR 4 6 7 GENERATOR NEUTRAL SHALL NOT BE BONDED TO GROUND AT THE GENERATOR. IT SHALL BE SOLIDLY CONNECTED THROUGH THE ATS TO THE UTILITY SERVICE NEUTRAL. (OPEN TRANSITION, FLOATING NEUTRAL AT GENERATOR) THIS GENERATOR IS NOT INTENDED TO BE A SEPARATELY DERIVED SYSTEM. INTERCEPT EXISTING CONDUIT AND CONDUCTORS PRIOR TO MAIN PANEL AND RE-ROUTE TO NEW ATS 1 (3) NEW 20A WITH ADEQUATE KAIC RATING FOR AFC AT PANEL PROPOSED 120/240, 1 , 60 Hz 200A NEMA 3R ATS SCCR OF 100kA SEE ATS POLE NOTE EXISTING METER EXISTING 200A SERVICE FEED PROPOSED CAM-LOCK BOX FOR PORTABLE GENERATOR CONNECTION (3) 3/O (1) #4 GROUND 2" PVC SCH80 EXISTING 120/240, 1 200A DISTRIBUTION PANEL PROPOSED 66 BLOCK FOR GENERATOR ALARM CIRCUITS (ON EXISTING TELCO BOARD) GENERATOR TO ATS: CONTRACTOR TO CONFIRM GENERATOR CIRCUIT BREAKER SIZE PRIOR TO INSTALLATION AND USE THE APPROPRIATE SIZE CONDUCTORS FOR THE BREAKER TO ATS ACCORDINGLY PER NEC REQUIREMENTS. 1 1 1 INTERLOCK CONTRACTOR SHALL NOT SUBMIT BIDS OR PERFORM CONSTRUCTION WORK ON THIS PROJECT WITHOUT ACCESS TO THE CURRENT COMPLETE SET OF DRAWINGS LISTED IN THE TITLE-SHEET INDEX. PROPOSED 200A SERVICE DISCONNECT PANEL NOTES: 1.CONTRACTOR TO LABEL WIRES WITH P-TOUCH OR SIMILAR LABELS ONLY. ABSOLUTELY NO HANDWRITTEN LABELS. 2.CONTRACTOR SHALL PERFORM A POWER STUDY ON EXISTING AC PANEL PRIOR TO INSTALLING, CHANGING, ALTERING, OR REMOVING ANY BREAKER. NO WORK SHALL BE COMPLETED ON AC PANEL WITHOUT PROPER INSPECTOR OR ENGINEER APPROVED DOCUMENTATION CONFIRMING CAPACITY ON SITE. ALL WORK SHALL CONFORM TO NEC VERSION ENFORCED BY A.H.J. AT TIME OF INSTALLATION. 3.CONTRACTOR SHALL VERIFY THAT THE MAXIMUM DEMAND FOR ALL CONNECTED EQUIPMENT AT THIS SITE AS CALCULATED PER NEC 220 DOES NOT EXCEED THE GENERATOR OUTPUT CIRCUIT BREAKER RATING. (SEE NOTE #4 ALSO.) 4.IF MAXIMUM DEMAND OF GENERATOR OUTPUT CIRCUIT BREAKER RATING AS CALCULATED PER NEC 220 IS CONTINGENT ON THE TWO HVAC UNITS NOT OPERATING CONCURRENTLY, THEN CONTRACTOR SHALL VERIFY THAT THE HVAC LEAD/LAG CONTROLLER IS CONFIGURED TO PREVENT CONCURRENT OPERATION. IF NOT, THEN CONTRACTOR SHALL RECONFIGURE IT AS NEEDED TO PREVENT TRIPPING THE CIRCUIT BREAKER. G N NOTE: ALL CONDUCTORS TO BE COPPER UNLESS NOTED OTHERWISE. 200A 120/240, 1 120/240, 1 120/240, 1 (3) (3) (3) (3) z ATS POLE NOTE: PROPOSED ATS/CAMLOCK ARE CONFIGURABLE FOR SINGLE OR THREE PHASE OPERATION. IN SINGLE PHASE INSTALLATIONS, 3-POLE ATS TO BE INSTALLED WITH ONE POLE NOT CONNECTED (UNUSED) AND TO BE CONFIGURED FOR DUAL-POLE USE. NEUTRAL SHALL NOT BE SWITCHED. #2 AWG BARE SOLID TINNED COPPER GROUND PROTECTED IN RIGID OR INTERMEDIATE METAL CONDUIT (RMC/IMC) OR RIGID PVC CONDUIT, TYP. BREAKERS POTENTIALLY AVAILABLE TO BE REMOVED. CONTRACTOR TO CONFIRM. (3) PROPOSED 20 AMP BREAKERS FOR BLOCK HEATER, BATTERY HEATER, AND BATTERY CHARGER ON NEW AT&T GENERATOR (INSTALL FILLER PLATES ON ANY OPEN SLOTS) ELECTRICAL DETAILS PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: E-1 (K) REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: E-1 Apr 03 2021 K CONDUIT COUPLING SLIP JOINT CONDUIT ELBOW CONDUIT PLUG FOR SPARE CONDUIT PROPOSED CONDUIT U.L. SYSTEM NO. C-AJ-1150 CONDUIT THROUGH BEARING WALL SIMILAR TO U.L. DESIGN NO. U902 F RATING = 3 HR T RATING = O HR 1.FLOOR OR WALL ASSEMBLY : MINIMUM 4-1/2" THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAMETER OF OPENING IS 4". (SEE CONCRETE BLOCKS 9CATZ) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2.THROUGH PENETRATIONS : ONE METALLIC PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE ANNULAR SPACE SHALL BE MINIMUM 0". (POINT CONTACT) TO MAXIMUM 1-3/8". THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE USED: A. STEEL PIPE-NOMINAL 6" DIAMETER (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL PIPE B. IRON PIPE-NOMINAL 6" DIAMETER (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT - NOMINAL 4" DIAMETER (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR NOMINAL 3-1/2" DIAMETER (OR SMALLER) STEEL CONDUIT. 3.PACKING MATERIAL: MINIMUM 6" THICKNESS OF MIN 4.0 PCF MINERAL WOOL BATTING INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. 4.FILL, VOID, OR CAVITY MATERIAL*: SEALANT: MINIMUM 1/4" THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR AND WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION BETWEEN PIPE AND CONCRETE, A MINIMUM 1/2" DIAMETER BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE CONCRETE/PIPE INTERFACE ON THE TOP SURFACE OF FLOOR AND ON BOTH SURFACES OF WALL. W-RATING APPLIES ONLY WHEN CP601S OR CP604 SEALANT IS USED. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC. : CP601S, CP604, CP606, OR FS-ONE SEALANT. * BEARING THE UL CLASSIFICATION MARK A A 4 2 3 2 4 4 NOTE: 1.IF EXISTING CONSTRUCTION VARIES FROM THIS DETAIL, AN EQUAL 3-HR U.L. PENETRATION APPROPRIATE FOR THE EXISTING WALL TYPE SHALL BE CONSTRUCTED 2.GC SHALL USE NON-SHRINKING CAULK TO WEATHERSEAL ALL PENETRATIONS INTO OR THRU SHELTER WALL. OUTER WALL PENETRATION DETAIL (IF APPLICABLE) UTILITY TRENCH SECTION (IF APPLICABLE) SLIP JOINT DETAIL (IF APPLICABLE) CONDUIT NOTES: 1.VERIFY WIRE AND CONDUIT QUANTITY & SIZES WITH GENERATOR MAKE & MODEL # PRIOR TO INSTALLATION. VERIFY ELECTRICAL REQUIREMENTS WITH LOCAL UTILITY PROVIDER. 2.ALL CONDUIT ABOVE GRADE OR IN AREAS OF HIGH TRAFFIC SHALL BE SCH 80 PVC 3.PROVIDE SCH 40 PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW. 4.PROVIDE RGS CONDUIT AND ELBOWS AT STUB UP LOCATIONS (I.E. SERVICE POLE, BTS EQUIPMENT, ETC.) 5.INSTALL UTILITY PULLBOXES PER NEC. BACKFILL MATERIAL COMPACTED TO 95% RELATIVE DENSITY PER STANDARD PROCTOR COMPACTED SAND TO 95% RELATIVE DENSITY PER STANDARD PROCTOR 26 " M I N 30 " M A X 1' - 0 " 1' - 0 " 1'-6" 8" UNDISTURBED SOIL ELECTRICAL CONDUIT(S) CONDUIT NOTES: 1.VERIFY WIRE AND CONDUIT QUANTITY & SIZES WITH GENERATOR MAKE & MODEL # PRIOR TO INSTALLATION. VERIFY ELECTRICAL REQUIREMENTS WITH LOCAL UTILITY PROVIDER. 2.ALL CONDUIT ABOVE GRADE OR IN AREAS OF HIGH TRAFFIC SHALL BE SCH 80 PVC 3.PROVIDE SCH 40 PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW. 4.PROVIDE RGS CONDUIT AND ELBOWS AT STUB UP LOCATIONS (I.E. SERVICE POLE, BTS EQUIPMENT, ETC.) 5.INSTALL UTILITY PULLBOXES PER NEC. SECTION A-A CONTRACTOR SHALL NOT SUBMIT BIDS OR PERFORM CONSTRUCTION WORK ON THIS PROJECT WITHOUT ACCESS TO THE CURRENT COMPLETE SET OF DRAWINGS LISTED IN THE TITLE-SHEET INDEX. ELECTRICAL WARNING TAPE CONTRACTOR TO MATCH EXISTING GRADE CONDITIONS AFTER TRENCH PLACEMENT AND COMPACTION (FOR PAVEMENT) CONTRACTOR TO SAW-CUT AND REMOVE EXISTING PAVEMENT. UPON REPLACEMENT, CONTRACTOR TO MATCH EXISTING PAVEMENT THICKNESS, PLACEMENT DETAILS AND DRAINAGE CONDITIONS AFTER TRENCH PLACEMENT AND COMPACTION GALVANIZED CHANNEL WITH PIPE CLAMP PER MANUFACTURER CONDUIT COOPER B-LINE DURA-BLOK SLEEPER (OR SIMILAR) AT 5'-0" O.C. MAXROOF DECK ROOF CONDUIT MOUNTING DETAIL (IF APPLICABLE) 3 4 2 3 1 4 2 1 2 3 4 CONDUIT (TYP) P1119 OR P2558 CLAMP EXISTING WALL/CEILING CONDUIT WALL MOUNT DETAIL (IF APPLICABLE) VERTICAL "UNISTRUT" P1000T. REQUIRED LENGTH BASED ON QUANTITY OF CONDUIT TO BE MOUNTED. INSTALL AT 5'-0" O.C. MAX. W/ FASTENER AT EACH END. UNISTRUT WALL ATTACHMENT: WALL CONSTRUCTION TYPE FASTENER HOLLOW 3/8" DIA. TOGGLE BOLT HOLLOW, AT STUD 3/8" DIA. LAG SCREW CONCRETE BLOCK (HOLLOW) 7/16" DIA. HILTI HY-270 WITH SCREEN, MINIMUM EMBEDMENT 2-1/2" CONCRETE (SOLID) 7/16" DIA. HILTI HY-200, MINIMUM EMBEDMENT 2-1/2" NOTES: 1. USE GALVANIZED OR STAINLESS STEEL HARDWARE FOR WALL MOUNT AND CONNECTION OF CHANNELS 2. GC SHALL USE NON-SHRINKING CAULK TO WEATHER SEAL ALL PENETRATIONS INTO OR THROUGH SHELTER WALL 1 ELECTRICAL DETAILS PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: E-2 (K) REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: E-2 Apr 03 2021 K TA VN NC SS VV VS VB PT GT GY GR GL GROUNDING NOTES: 1.IF MORE THAN 20' FROM EXISTING GROUND RING, INSTALL GROUND ROD (5/8" x 10' SS). ROD SPACING: 8' MAX. TOP OF ROD AND GROUND WIRE TO BE BELOW FROST LINE. 2.CONTRACTOR SHALL COORDINATE INCOMING SERVICES WITH LOCAL UTILITIES PRIOR TO TRENCHING. 3.ALL CONDUCTORS SHALL BE COPPER, 75 DEGREES C RATED, AND CONDUCTOR INSULATION BE THWN OR THHN. 4.ALL TERMINATION SHALL BE LISTED AND IDENTIFIED FOR USE WITH 75°C RATED CONDUCTORS OPERATING AT 75°C. 5.GROUND FAULT PROTECTION REQUIRED FOR UTILITY RECEPTACLES. 6.GENERATOR NEUTRAL SHALL NOT BE GROUNDED AT THE GENERATOR. REFER TO SINGLE LINE DETAIL, SHEET E-1. 7.EQUIPMENT LOCATED OUTSIDE OR EXPOSED TO MOISTURE SHALL BE NEMA 3R RATED. 8.CONTRACTOR SHALL USE SCHEDULE 80 PVC CONDUIT THROUGH CONCRETE AND ABOVE GROUND, UNLESS OTHERWISE NOTED. 9.ALL NEWLY INSTALLED EQUIPMENT SHALL BE RATED "AT 10K AIC" MINIMUM. HIGHER RATINGS SHALL BE REQUIRED WHERE AVAILABLE FAULT CURRENT EXCEEDS THIS VALUE. EXACT FAULT CURRENT AVAILABLE SHALL BE COORDINATED WITH LOCAL UTILITY BASED ON EXACT CONDITIONS (XFMR SIZE, PERCENT IMPEDANCE, LENGTH OF CONDUCTORS, ETC). GROUND ROD DETAILS CADWELD DETAILS GROUND ROD NOTES: 1.GROUND RODS MAY BE: - COPPER CLAD STEEL - SOLID COPPER 2.GROUND RODS SHALL HAVE A MAXIMUM SPACING TWICE THE LENGTH OF ROD 3.SEE RESISTIVITY REPORT FOR VERIFICATION AS AVAILABLE 4.A LARGER CONDUCTOR SHALL BE REQUIRED IN AREAS HIGHLY PRONE TO LIGHTNING AND/OR AREAS WITH HIGHLY ACIDIC SOIL 5.GROUND RODS INSTALLED WITHIN CLOSE PROXIMITY TO TOWER OR WHEN SOIL IS AT OR BELOW 2,000 OHM-CM, SHALL BE GALVANIZED TO PREVENT GALVANIC CORROSION OF TOWER, (SEE ANSI/TIA-EIA-222) 6.PROVIDE (1) GROUND LEAD TO EACH SIDE OF THE GENERATOR CADWELD GRADE #2 AWG BCW GROUND RING GROUND ROD 5 8"Ø x 10'-0" LONG MAX. CONTRACTOR SHALL NOT SUBMIT BIDS OR PERFORM CONSTRUCTION WORK ON THIS PROJECT WITHOUT ACCESS TO THE CURRENT COMPLETE SET OF DRAWINGS LISTED IN THE TITLE-SHEET INDEX. 30" OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER. EXISTING EQUIPMENT SHELTER OR PAD TRANSFER SWITCH & CAM-LOCK BOX PROPOSED GENERATOR #2 AWG BARE TINNED GROUND WIRE TO EXISTING EQUIPMENT GROUND RING. GROUND GENERATOR PER MANUFACTURER'S RECOMMENDATIONS EXISTING GROUND WIRE, TYP. EXISTING BURIED EQUIPMENT GROUND RING (FIELD LOCATE) #2 AWG GROUNDED TO FENCE IF LESS THAN 6FT ELECTRICAL SYMBOLS LEGEND EXOTHERMIC WELD TYPE CONNECTION MECHANICAL TYPE CONNECTION NEW GROUNDING EXISTING GROUNDING TYPICAL GROUNDING DIAGRAM FENCE GROUNDING: 1.SEE FENCE & GATE DETAILS SHEET FOR ADDITIONAL GROUNDING (IF APPLICABLE) #2 AWG BARE TINNED BOND TO NEW GROUND ROD (IF NOT ADJACENT TO COMPOUND OR EQUIPMENT GROUND RING) (TYP.OF TWO) #2 AWG BARE TINNED BOND TO NEW GROUND ROD (IF NOT ADJACENT TO COMPOUND OR EQUIPMENT GROUND RING) ELECTRICAL DETAILS PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: E-3 (K) REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: E-3 Apr 03 2021 KOHLER 30KW GENERATOR SPECIFICATIONS K NOTE: IT IS RECOMMENDED THAT BATTERY BE WITHIN LEAK CONTAINMENT BOX OR TRAY GENERATOR SPECIFICATIONS PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: E-4.0 (K) REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: E-4.0 FOR INFORMATION ONLY Apr 03 2021 KOHLER 30KW GENERATOR SPECIFICATIONS K GENERATOR SPECIFICATIONS PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: E-4.1 (K) REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: E-4.1 FOR INFORMATION ONLY Apr 03 2021 KOHLER 30KW GENERATOR SPECIFICATIONS K GENERATOR SPECIFICATIONS PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: E-4.2 (K) REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: E-4.2 FOR INFORMATION ONLY Apr 03 2021 KOHLER ATS SPECIFICATIONS K ATS SPECIFICATIONS PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: E-5.0 (K) REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: E-5.0 FOR INFORMATION ONLY Apr 03 2021 KOHLER CAM-LOCK BOX SPECIFICATIONS K CAM-LOCK BOX SPECIFICATIONS PO BOX 2621, BOISE, ID 83701 530.539.4787 CONTACT@GEOSTRUCTURAL.COM WWW.GEOSTRUCTURAL.COM 0 08/06/20 ISSUED FOR CONSTRUCTION JCM SHEET TITLE: SHEET NUMBER: E-5.1 (K) REV DATE DESCRIPTION INT REVISIONS SITE INFORMATION: 413 SOUTHPORT LANE PORT TOWNSEND, WA 98368 GENERATOR INSTALLATION PROJECT ANDERSON LAKE 10092414 CHECKED BY:GGD THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMES IS STRICTLY PROHIBITED. at t & GENERAL DYNAMICS Information Technology JURISDICTION USE: E-5.1 FOR INFORMATION ONLY Apr 03 2021