The URL can be used to link to this page

21-102872-AD-Plan Set-08-09-2021-V1TITLE SHEET T-1.0 APPROVED BY SIGNATURE CONSTRUCTION MANAGER PROJECT MANAGER DATE SITE ACQUISITION CONSTRUCTION MANAGER DOCUMENT REVIEW SIGN OFF PROJECT CONTACT LIST PROJECT INFORMATION ZONING CLASSIFICATION: CODE INFORMATION: RS7.2 (SINGLE FAMILY RESIDENTIAL) BUILDING CODE:IBC 2018 CONSTRUCTION TYPE:IIB OCCUPANCY:U JURISDICTION:CITY OF FEDERAL WAY PROPOSED BUILDING USE:UNMANNED TELECOM LATITUDE: SITE LOCATION (NAD83): 47° 21' 03.98" N LONGITUDE:122° 18' 08.89" W TOP OF STRUCTURE:568.30'± AMSL BASE OF STRUCTURE:464.5'± AMSL SEE LEASE AGREEMENT PROJECT LEASE AREA: 7204800041 PARCEL NUMBER: 1.86 ACRES AREA OF PARCEL: 45 SF NEW IMPERVIOUS AREA: 1.PARKING REQUIREMENTS ARE UNCHANGED. 2.TRAFFIC IS UNAFFECTED. 3.SIGNAGE IS UNAFFECTED. GENERAL INFORMATION: ZONING 103.8' AGL 0.0' AGL HIGHLINE WATER DISTRICT 23828 39TH AVENUE S KENT, WA 98032 PROPERTY OWNER: (47.351106° N) (122.302468° W) REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED FROM T-MOBILE BOTHELL OFFICE: ·DEPART AND HEAD SOUTH ON N CREEK PKWY ·TURN RIGHT ONTO NE 195TH ST ·TAKE THE RAMP ON THE LEFT FOR I-405 S ·KEEP LEFT TO STAY ON I-405 S ·TAKE THE RAMP FOR I-5 SOUTH AND HEAD TOWARD PORTLAND ·AT EXIT 147, HEAD ON THE RAMP RIGHT AND FOLLOW SIGNS FOR S 272ND ST ·TURN LEFT ONTO S 272ND ST ·BEAR RIGHT ONTO MILITARY RD S ·TURN RIGHT ONTO S 280TH PL, THEN IMMEDIATELY TURN RIGHT ONTO 26TH AVE S ·TURN RIGHT ONTO 25TH PL S ·ARRIVE AT 25TH PL S DRIVING DIRECTIONS VICINITY MAP NOT TO SCALE GENERAL LOCATION MAP NOT TO SCALE PROJECT PROJECT APPROVED BY DEVELOPMENT MANAGER RF ENGINEER DATE SIGNATURE REGULATORY OPERATIONS MANAGER APPLICANT: T-MOBILE USA, INC. 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PHONE: (425) 641-1140 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 SE04227A HERITAGE WOODS PARK-HGHLN WTR DT - SE52XC241 - SPRINT RETAIN SITE NUMBER: SITE NAME: SITE LOCATION: STRUCTURE TYPE: WATER TANK 47° 21' 03.98" N 122° 18' 08.89" W (47.351106° N) (122.302468° W) LAT: LONG: THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T-MOBILE USA, INC. SERVICES IS STRICTLY PROHIBITED. PROPRIETARY INFORMATION REDONDO HEIGHTS UNREC SWLY 280 FT AND VAL OF UNDEEDED STS & ALLEYS INCL IN ADJ LOT VAL LEGAL DESCRIPTION UTILITY COMPANIES TBD FIBER: PUGET SOUND ENERGY PHONE: (888) 225-5773 POWER: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. LDC TAKES NO RESPONSIBILITY FOR ADEQUACY OF TOWER MOUNTS FOR EXISTING OR PROPOSED LOADING. CONTRACTOR AND MOUNT MANUFACTURER TAKE FULL RESPONSIBILITY FOR MOUNTING PRODUCTS USED & THEIR ADEQUACY. MOUNTS SHOWN IN DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. DISCLAIMERS PROJECT DESCRIPTION T-MOBILE PROPOSES TO REPLACE (6) PANEL ANTENNAS, (3) RRUS AND ADD (3) RRUS ON (2) PROPOSED CUSTOM TRIPOD STAND ON AN EXISTING WATER TANK. REPLACE (2) CABINETS ON SLAB AT GRADE. ALSO, INSTALLATION OF 40kW DIESEL GENERATOR W/ TANK VENT ON CONCRETE PAD. PROJECT CONSULTANT: LDC, INC. CONTACT: RICHARD B. HALL, AIA PHONE: (425) 806-1869 EMAIL: rhall@ldccorp.com PROJECT ARCHITECT: PROJECT MANAGER: T-MOBILE USA, INC. CONTACT: DANIELLE SIERRA EMAIL: Danielle.Costa@t-mobile.com CONSTRUCTION MANAGER: LDC, INC. CONTACT: WALT DARBY PHONE: (425) 279-3533 EMAIL: wdarby@ldccorp.com LDC, INC. 20210 142ND AVE NE WOODINVILLE, WA 98072 DRAWING INDEX DWG. NO.DESCRIPTION T-1.0 TITLE SHEET G-1.0 GENERAL NOTES A-1.0 SITE PLAN A-2.0 ENLARGED SITE PLAN A-2.1 EQUIPMENT PLAN A-2.2 ANTENNA CONFIGURATION PLAN A-3.0 ELEVATIONS A-4.0 SITE PLAN LAYOUT A-4.1 CABINET DETAILS A-4.2 CABINET DETAILS A-5.0 EQUIPMENT DETAILS A-5.1 EQUIPMENT DETAILS A-5.2 EQUIPMENT DETAILS A-5.3 EQUIPMENT DETAILS A-5.4 EQUIPMENT DETAILS A-6.0 SIGNAGE DETAILS S-1.0 STRUCTURAL NOTES & SPECIAL INSPECTIONS S-2.0 STRUCTURAL DETAILS S1.1 STRUCTURAL NOTES S2.1 SITE PLAN S3.1 ENLARGED SITE PLAN, SLAB PLAN & DETAILS M-1.0 DIESEL GENERATOR SPECIFICATIONS M-2.0 DIESEL GENERATOR SPECIFICATIONS M-3.0 DIESEL GENERATOR SPECIFICATIONS RF-1.0 RF PLUMBING DIAGRAM RF-1.1 SFP DETAIL E-1.0 ELECTRICAL SITE PLAN E-2.0 SCHEMATIC GROUNDING PLAN E-2.1 ELECTRICAL DIAGRAMS E-2.2 ELECTRICAL DIAGRAMS E-3.0 GROUNDING DETAILS LDC, INC. CONTACT: RICQUEL CARDOZA PHONE: (206) 713-1626 EMAIL: ricquelc@ldccorp.com SITE ACQUISITION: SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A PROPOSED T-MOBILE BATTERY BACK-UP EQUIPMENT RACKS & CABINETS TO BE REPLACED AND/OR UPGRADED WITH PROPOSED ELECTROLYTE VOLUME COMPRISING OF LESS THAN 50 GALLONS. FIRE REVIEW BATTERY ELECTROLYTE NOTE: GENERAL NOTES G-1.0 1.THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 2.THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS IS REQUIRED) 3.OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY T-MOBILE TECHNICIANS. 4.NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5.OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6.ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. 7.THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF THE WORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO. 8.IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION MANAGER. 9.CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. 10.ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS, ETC. IS INDICATED AT PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK. 11.ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE-CONSTRUCTION CONDITION OR BETTER. 12.INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO CONSULTANT. 13.REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE CONSTRUCTION MANAGER. 14.OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 15.PROVIDE T-MOBILE WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER DATE OF ACCEPTANCE. FOR THE COMPLETE INSTALLATION REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS PERIOD AT NO EXTRA COST TO T-MOBILE. 16.NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 17.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 18.THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DO NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 19.VERIFICATION THAT EXISTING 103.8' WATER TANK CAN SUPPORT THE PROPOSED ANTENNA, COAX AND ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. 20.ANTENNA AZIMUTHS SHOWN ON THESE DRAWINGS ARE BASED ON TRUE NORTH. ALL AZIMUTHS MUST BE VERIFIED WITH THE CORRECT SMR PRIOR TO CONSTRUCTION. GENERAL NOTES:ABBREVIATIONS: AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB ALUM ALUMINUM AB ANCHOR BOLT ∠ANGLE ARCH ARCHITECTURAL BTS BASE TRANSMISSION SYSTEM BLDG BUILDING BM BEAM BOT BOTTOM B.O.BOTTOM OF BOC BOTTOM OF CONCRETE BOS BOTTOM OF STEEL CJ CONTROL JOINT ℄CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CTR CENTER DIA / Ø DIAMETER DTL DETAIL (E)EXISTING EA EACH EJ EXPANSION JOINT ELEC ELECTRIC/ELECTRICAL EL ELEVATION EQ EQUAL EW EACH WAY EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FHFB FLEXI RRH 4-PIPE 1900 FIN FINISH FIN FLR FINISH FLOOR FLR FLOOR FSMF FLEXI MULTIRADIO SYSTEM MODULE FTG FOOTING GA GAUGE GALV GALVANIZED GYP GYPSUM GB GYPSUM BOARD HM HOLLOW METAL HOR HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING INSUL INSULATION INT INTERIOR JT JOINT LAM LAMINATED LF LINEAL FOOT MANUF MANUFACTURER MAX MAXIMUM MECH MECHANICAL MH MANHOLE MM MILLIMETER MIN MINIMUM MISC MISCELLANEOUS MPH MILES PER HOUR MTL METAL NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OPNG OPENING OPP OPPOSITE PCS PERSONAL COMMUNICATION SYSTEM ⅊PLATE PR PAIR PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PT PRESSURE TREATED RAD RADIUS RD ROOF DRAIN REINF REINFORCED/REINFORCING REQ'D REQUIRED RM ROOM R/W RIGHT OF WAY SCHED SCHEDULE SECT SECTION SF SQUARE FOOT SIM SIMILAR SQ FT SQUARE FOOT SS STAINLESS STEEL STD STANDARD STL STEEL STRUC STRUCTURAL TEMP TEMPORARY THK THICK TMA TOWER MOUNTED ANTENNA T.O.TOP OF TOS TOP OF STEEL TOC TOP OF CONCRETE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W/WITH WWM WELDED WIRE MESH LEGEND AND SYMBOLS: CHAIN LINK FENCE CEDAR FENCE POWER UNDERGROUND POWER TELCO UNDERGROUND TELCO OVERHEAD POWER BOUNDARY CENTERLINE REVISION BUG ELEVATION DETAIL NUMBER SHEET NUMBER SECTION CUT PROPOSED ELEVATION 0'-0" AGL X X-X SHEET NUMBER SECTION NUMBER SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. LDC HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIM AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. 1SITE PLAN 22"x34" SCALE: 1" = 30'11"x17" SCALE: 1" = 60' EXISTING SITE ACCESS SITE PLAN A-1.0 PROPOSED T-MOBILE ANTENNA MOUNTED TO PROPOSED CUSTOM TRIPOD STAND ON AN EXISTING 103.8' WATER TANK PROPOSED T-MOBILE EQUIPMENT ON SLAB AT GRADE SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A 1 A-2.0 ZONING: RS7.2 (SINGLE FAMILY RESIDENTIAL) ADJACENT ZONING: RS7.2 (SINGLE FAMILY RESIDENTIAL) EXISTING FENCED COMPOUND 183'-0 " ANTE N N A S E T B A C K 80'-0" ANTE N N A S E T B A C K 11 4 ' -0 "ANTENNA SETBACK 163 ' - 0 "ANTENNA SETBACK EXISTING SITE ACCESS GATES PROPOSED T-MOBILE 40kW DIESEL GENERATOR W/ TANK VENT ON CONCRETE PAD (1 TOTAL) ENLARGED SITE PLAN A-2.01PROPOSED ENLARGED SITE PLAN 22"x34" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0" SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A ALL A-2.1 ALL A-2.2 PROPOSED T-MOBILE ANTENNA MOUNTED ON PROPOSED CUSTOM TRIPOD STAND AN EXISTING 103.8' WATER TANK PROPOSED T-MOBILE EQUIPMENT ON SLAB AT GRADE EXISTING 103.8' WATER TANK PROPOSED T-MOBILE HYBRID CABLE ROUTE TO FOLLOW EXISTING CABLE CONDUIT ROUTING FROM TOWER BASE TO TOP OF TOWER PROPOSED T-MOBILE 40kW DIESEL GENERATOR W/ TANK VENT ON CONCRETE PAD (1 TOTAL) ALL A-3.0 EXISTING CABLE JUNCTION BOXES (TO REMAIN) 1EXISTING EQUIPMENT PLAN EQUIPMENT PLAN A-2.12PROPOSED EQUIPMENT PLAN 22"x34" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" = 1'-0" NOTE: ·UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED ·GC TO VERIFY EXISTING ALL THREADS AND COLLARS TO BE CHECKED DURING CONSTRUCTION FOR WEAR AND TEAR AND IF FOUND TO HAVE ANY ISSUES, PLEASE REPORT AND PROVIDE PICTURES TO THE TMO CM. ·RF MODULES ADDED WITHIN CABINET: (2) ASIB, (2) ASIK, (1) FSMF, (3) ABIA, (6) ABIL, (3) ABIC AND (2) AMIA ·REMAINING EXISTING SPRINT EQUIPMENT TO REMAIN OPERATIONAL FOR PROPOSED T-MOBILE USE 12” THICK DOWNTURNED SLAB W/ 18” DEEP X 18” WIDE DEEP EDGE CONDITION SHALL BE CONSTRUCTED W/ 4500 PSI MAXIMUM W/C RATIO OF 0.45 AND 5%-6% AIR ENTRAINMENT PER ACI W/ #4 AT 12” O.C. MINIMUM BOTH DIRECTIONS SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A CONSTRUCTION PLAN KEYED NOTES EXISTING EQUIPMENT CONCRETE PAD (TO REMAIN). EXISTING SPRINT EQUIPMENT CABINET (2 TOTAL TO BE REMOVED). EXISTING 200A METER BASE ON POST (TO REMAIN). EXISTING SPRINT HYRBID CABLE ROUTE (TO BE REMOVED). EXISTING SPRINT UTILITY H-FRAME WITH POWER AND TELCO CABINET (TO REMAIN). EXISTING JUNCTION BOX (2 TOTAL, TO REMAIN). EXISTING SPRINT GPS ANTENNA (TO BE REMOVED). PROPOSED T-MOBILE MODULES MOUNTED WITHIN PROPOSED CABINET (SEE NOTE FOR MODULES & QUANTITIES). PROPOSED T-MOBILE HCS 2.0 (TYP 2 JUNCTION BOXES @ EQUIPMENT W/ 9 HYBRID FIBER JUMPERS). PROPOSED T-MOBILE GPS ANTENNA MOUNTED TO EXISTING H-FRAME POST (1 TOTAL). PROPOSED T-MOBILE 40kW DIESEL GENERATOR W/ TANK VENT ON CONCRETE PAD (1 TOTAL). PROPOSED T-MOBILE ATS CABINET MOUNTED TO EXISTING H-FRAME. PROPOSED T-MOBILE (2) 4"Ø SCHD 40 PVC CONDUITS FOR POWER & ALARM CONTROL FROM GENERATOR TO ATS. PROPOSED T-MOBILE PURCELL HPL3 600A DC SITE SUPPORT CABINET (1 TOTAL). PROPOSED T-MOBILE PURCELL LB3 BATTERY CABINET (1 TOTAL). 8 9 10 11 12 13 14 22 25 27 28 29 30 31 32 1.VERIFY ANTENNA MODELS, HEIGHTS & AZIMUTHS. 2.ANALYSIS OF WATER TANK SHALL BE PERFORMED BY OTHERS AND STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3.PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. 4.KEEP ALL EQUIPMENT CLEAR OF CLIMBING LINE. IF SAFETY CLIMB LINE IS OBSTRUCTED, SITE MAY REQUIRE MAN LIFT OR CRANE. SITE NOTES FUTURE T-MOBILE EXPANSION CABINET.33 ALL A-5.0 3,5,6 A-5.3 ALL A-4.0 ALL A-4.0 ALL A-5.1 1 A-4.1 1 A-4.2 1 M-1.0 1 M-3.0 2 A-5.4 TO 1 S-1.0 5 S-2.0 1 A-5.2 10 14 813 10'-0"5'-0"5'-0" 10'-0"9'-0"28 31 32 22 10 11 1210'-0"10'-0" 29 30 13 11 25 9 25 (2 STACKED) 9 27 PROPOSED 2" RIGID CONDUIT (4) TOTAL, FROM HPL3 CABINET, TO (E) PANEL, (E) TELCO CABINET AND JUNCTION BOXES 22"x34" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" = 1'-0" 33 ANTENNA CONFIGURATION PLAN A-2.2 S E C T O R 3 : 3 1 0 ° 1EXISTING ANTENNA CONFIGURATION PLAN 2PROPOSED ANTENNA CONFIGURATION PLAN NOTE: ·UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED ·GC TO VERIFY EXISTING ALL THREADS AND COLLARS TO BE CHECKED DURING CONSTRUCTION FOR WEAR AND TEAR AND IF FOUND TO HAVE ANY ISSUES, PLEASE REPORT AND PROVIDE PICTURES TO THE TMO CM. 22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" PROPOSED T-MOBILE ANTENNA CONFIGURATION SECTOR ANTENNA QUANTITY AZIMUTH ANTENNA MODEL RAD CENTER ANTENNA SIZE MECH. TILT QUANTITY EQUIPMENT TYPE CABLE QUANTITY TYPE LENGTH 1 1 140°FFVV-65C-R3-V1 106.0'95.9"0° 1 AHLOA 1 HYBRID JUMPER 200'1 AHFIG 1 140°AEHC 106.0'38.2"0° SECTOR ANTENNA QUANTITY AZIMUTH ANTENNA MODEL RAD CENTER ANTENNA SIZE MECH. TILT QUANTITY EQUIPMENT TYPE CABLE QUANTITY TYPE LENGTH 2 1 220°FFVV-65C-R3-V1 106.0'95.9"0° 1 AHLOA 1 AHFIG 1 220°AEHC 106.0'38.2"0° SECTOR ANTENNA QUANTITY AZIMUTH ANTENNA MODEL RAD CENTER ANTENNA SIZE MECH. TILT QUANTITY EQUIPMENT TYPE CABLE QUANTITY TYPE LENGTH 3 1 310°FFVV-65C-R3-V1 106.0'95.9"0° 1 AHLOA 1 AHFIG 1 310°AEHC 106.0'38.2"0° TASK SUBMITTED ON:02/19/21 9 TOTAL HYBRID JUMPERS EXISTING SPRINT ANTENNA CONFIGURATION SECTOR ANTENNA QUANTITY AZIMUTH ANTENNA MODEL RAD CENTER QUANTITY EQUIPMENT TYPE CABLE QUANTITY TYPE LENGTH 1 1 340°APXVBBLL15X_43-C-120 105.0'1 RADIO 1 HYBRID 175' TASK SUBMITTED ON:02/19/2021 8 175' 22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A SECTOR ANTENNA QUANTITY AZIMUTH ANTENNA MODEL RAD CENTER QUANTITY EQUIPMENT TYPE CABLE QUANTITY TYPE LENGTH 1 100°105.0' SECTOR ANTENNA QUANTITY AZIMUTH ANTENNA MODEL RAD CENTER QUANTITY EQUIPMENT TYPE CABLE QUANTITY TYPE LENGTH 1 220°105.0'1 RADIO 1 175' MICROWAVE AZIMUTH MICROWAVE MODEL RAD CENTER QUANTITY EQUIPMENT TYPE CABLE QUANTITY TYPE LENGTH MW 1 -UNKNOWN -1 175' MW 2 -UNKNOWN -1 175' MW 3 -UNKNOWN -1 175' MW 4 -UNKNOWN -1 175' MW 5 -UNKNOWN -1 175' HYBRID COAX COAX COAX COAX COAX COAX/HYBRID EXISTING 103.8' WATER TANK (TO REMAIN).SECTOR 1 : 340° 1 340°TTTT65AP-1XR 105.0' 2 1 100°105.0'1 RADIO 1 HYBRID 175' 3 1 220°105.0'SECTOR 3 : 220°SECTOR 2 : 1 0 0 ° EXISTING SPRINT ANTENNA MOUNTING PLATFORM (1 TOTAL REMAIN). EXISTING SPRINT PANEL ANTENNA (6 TOTAL TO BE REMOVED). EXISTING TRIPOD MOUNT (4 TOTAL, TO REMAIN) EXISTING SPRINT RADIO UNIT (3 TOTAL @ ANTENNA TO BE REMOVED). EXISTING MICROWAVE (5 TOTAL TO REMAIN). EXISTING SPRINT HYRBID CABLE ROUTE (TO BE REMOVED). EXISTING 103.8' WATER TANK (TO REMAIN). EXISTING SPRINT ANTENNA MOUNTING PLATFORM (1 TOTAL REMAIN). EXISTING MICROWAVE (5 TOTAL TO REMAIN). PROPOSED T-MOBILE DUAL ANTENNA MOUNT (TYP 1 PER SECTOR, 3 TOTAL). PROPOSED T-MOBILE AEHC PANEL ANTENNA (TYP 1 PER SECTOR, 3 TOTAL, SEE NOTE). PROPOSED T-MOBILE AHFIG RADIO UNIT (TYP 1 PER SECTOR, 3 TOTAL). PROPOSED T-MOBILE AHLOA RADIO UNIT (TYP 1 PER SECTOR, 3 TOTAL). PROPOSED T-MOBILE FFVV-65C-R3-V1 PANEL ANTENNA (TYP 1 PER SECTOR, 3 TOTAL, SEE NOTE). APXVBBLL15X_43-C-120 TTTT65AP-1XR APXVBBLL15X_43-C-120 TTTT65AP-1XR SECTOR 1 : 1 4 0 °SECTOR 2 : 220°EXISTING TRIPOD MOUNT (4 TOTAL, TO REMAIN) PROPOSED T-MOBILE CUSTOM TRIPOD PER STRUCTURAL (2 TOTAL). 5'-0" 4'-0"5'-0"1 1 1 1 1 1 1 1 HYBRID JUMPER 200' HYBRID JUMPER 200' ELEVATIONS A-3.01EXISTING NORTH ELEVATION (LOOKING SOUTH) 22"x34" SCALE: 1/8" = 1'-0"11"x17" SCALE: 1/16" = 1'-0"2PROPOSED NORTH ELEVATION (LOOKING SOUTH) FINISH GRADE 0.0' AGL 22"x34" SCALE: 1/8" = 1'-0"11"x17" SCALE: 1/16" = 1'-0" SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A CONSTRUCTION PLAN KEYED NOTES PROPOSED T-MOBILE AHFIG RADIO UNIT (TYP 1 PER SECTOR, 3 TOTAL). EXISTING EQUIPMENT CONCRETE PAD (TO REMAIN). EXISTING SPRINT EQUIPMENT CABINET (2 TOTAL TO BE REMOVED). EXISTING 200A METER BASE ON POST (TO REMAIN). PROPOSED T-MOBILE DUAL ANTENNA MOUNT (TYP 1 PER SECTOR, 3 TOTAL). PROPOSED T-MOBILE CUSTOM TRIPOD PER STRUCTURAL (2 TOTAL). EXISTING SPRINT ANTENNA MOUNTING PLATFORM (1 TOTAL REMAIN). EXISTING MICROWAVE (5 TOTAL TO REMAIN). EXISTING SPRINT HYRBID CABLE ROUTE (TO BE REMOVED). EXISTING SPRINT UTILITY H-FRAME WITH POWER AND TELCO CABINET (TO REMAIN). PROPOSED T-MOBILE AHLOA RADIO UNIT (TYP 1 PER SECTOR, 3 TOTAL). EXISTING SPRINT GPS ANTENNA (TO BE REMOVED). PROPOSED T-MOBILE MODULES MOUNTED WITHIN PROPOSED CABINET (SEE NOTE FOR MODULES & QUANTITIES). PROPOSED T-MOBILE FFVV-65C-R3-V1 PANEL ANTENNA (TYP 1 PER SECTOR, 3 TOTAL, SEE NOTE). EXISTING SPRINT ANTNNA TRIPOD MOUNT (4 TOTAL, TO REMAIN). EXISTING SPRINT PANEL ANTENNA (6 TOTAL TO BE REMOVED). EXISTING SPRINT RADIO UNIT (3 TOTAL @ ANTENNA TO BE REMOVED) PROPOSED T-MOBILE HCS 2.0 (TYP 2 JUNCTION BOXES @ EQUIPMENT W/ 9 HYBRID FIBER JUMPERS). EXISTING 103.8' WATER TANK (TO REMAIN) PROPOSED T-MOBILE 40kW DIESEL GENERATOR W/ TANK VENT ON CONCRETE PAD (1 TOTAL). PROPOSED T-MOBILE AEHC PANEL ANTENNA (TYP 1 PER SECTOR, 3 TOTAL, SEE NOTE). PROPOSED T-MOBILE PURCELL HPL3 600A DC SITE SUPPORT CABINET (1 TOTAL). PROPOSED T-MOBILE PURCELL LB3 BATTERY CABINET (1 TOTAL). 1 2 3 4 5 6 8 9 10 12 13 14 15 16 17 18 19 20 22 25 28 31 32 1.VERIFY ANTENNA MODELS, HEIGHTS & AZIMUTHS. 2.ANALYSIS OF WATER TANK SHALL BE PERFORMED BY OTHERS AND STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3.PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. 4.KEEP ALL EQUIPMENT CLEAR OF CLIMBING LINE. IF SAFETY CLIMB LINE IS OBSTRUCTED, SITE MAY REQUIRE MAN LIFT OR CRANE. SITE NOTES 6 A-5.4 1 A-5.3 2 A-5.3 4 A-5.2 2 A-5.2 ALL A-5.0 3,5,6 A-5.3 ALL A-4.0 ALL A-4.0 ALL A-5.1 1 A-4.1 1 A-4.2 1 M-1.0 1 M-3.0TO 1 S-1.0 5 S-2.0 1,5,6 S-3.1 TOP OF EXISTING WATER TANK 103.8' AGL TIP HEIGHT OF EXISTING SPRINT ANTENNAS 108.7' AGL FINISH GRADE 0.0' AGL TOP OF EXISTING WATER TANK 103.8' AGL TIP HEIGHT OF PROPOSED T-MOBILE ANTENNAS 110.0' AGL RAD CENTER OF PROPOSED T-MOBILE ANTENNAS 106.0' AGL 3 4 6 2 5 1 10 12 14 9 16 20 6 2 5 1 31 25 28 32 22 9 18 17 NOTE: ·UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED ·GC TO VERIFY EXISTING ALL THREADS AND COLLARS TO BE CHECKED DURING CONSTRUCTION FOR WEAR AND TEAR AND IF FOUND TO HAVE ANY ISSUES, PLEASE REPORT AND PROVIDE PICTURES TO THE TMO CM. ·RF MODULES ADDED WITHIN CABINET: (2) ASIB, (2) ASIK, (1) FSMF, (3) ABIA, (6) ABIL, (3) ABIC AND (2) AMIA ·REMAINING EXISTING SPRINT EQUIPMENT TO REMAIN OPERATIONAL FOR PROPOSED T-MOBILE USE 15 19 8 13 14 13 28 7'-3" WORKING CLEARANCE PROPOSED PURCELL HPL3 LARGE BATTERY CABINET PROPOSED PURCELL HPL3 600A DC CABINET (BEYOND) CORRECT KNOCKOUT TOOL REQUIRED FOR PUNCHING KNOCKOUTS. DO NOT DRILL KNOCKOUTS THROUGH 2'-6"2'-6"6'-4" VERTICAL CLEARANCEPURCELL HPL3 LARGE BATTERY CABINET PURCELL HPL3 600A DC CABINET 5'-0"6'-2"10"11" 6'-9" WORKING CLEARANCE 2" SKU# 34038 PURCELL 2" PLINTH (REQUIRED) 2 CABINET CONFIGURATION - PURCELL HPL3 600A DC CABINET & PURCELL HPL3 LARGE BATTERY CABINET 2'-6" 5'-0" PURCELL HPL3 LARGE BATTERY CABINET PURCELL HPL3 600A DC CABINET 7'-3" WORKING CLEARANCE2'-7"2'-7"10"2'-4"2'-4"11" 6'-9" WORKING CLEARANCE 2'-6" 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2SITE ELEVATION LAYOUT 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1SITE PLAN LAYOUT SITE PLAN LAYOUT A-4.0 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A 72"8"32"8"28"28" (4x) 5/8"Ø FOR CABINET ANCHORAGE (4x) 5/8"Ø FOR BATTERY MOUNTING CORRECT KNOCKOUT TOOL REQUIRED FOR PUNCHING KNOCKOUTS. DO NOT DRILL KNOCKOUTS THROUGH FRONT VIEW (OPEN) (6) KNOCKOUTS LOCATED INCONVENIENTLY FROM INTERNAL AIRSCALE EQUIPMENT & ARE NOT FEASIBLE. SEE FIBER ROUTE OPTION 1. FIBER ROUTE OPTION 1: IT IS STRONGLY RECOMMENDED TO USE THESE (4) KNOCKOUTS TO & FROM COVP WITH WATER-TIGHT LB OR GROMMET 2 ROWS OF 4 2" KNOCKOUTS INTENDED FOR POWER, TELCO, & BOTTOM FIBERS TO COVP. ALL INCOMING CABLING TO BE IN RIGID OR FLEXIBLE CONDUIT WITH AN LB. FIBER ROUTE OPTION 2: REAR KNOCKOUTS CAN BE UTILIZED FOR BOTTOM FIBER ROUTING FROM COVP TO AIRSCALE IF OPTION 1 IS UNAVAILABLE. ANY OF THE BOTTOM KNOCKOUTS CAN BE USED FOR THE AC POWER FEED KNOCKOUT FOR ETHERNET FOR ALARMS KNOCKOUTS FOR BATTERY WIRES BACK VIEWRIGHT VIEWFRONT VIEW ISO VIEW MOUNTING FOOTPRINT PLAN VIEW MANUFACTURER:PURCELL SYSTEMS INC MODEL:HPL3 600A DC CABINET WEIGHT:430 LBS (WITHOUT EQUIPMENT) DIMENSIONS:30.0"x48.0"x72.0" SKU# 34038 PURCELL 2" PLINTH PLAN VIEW SKU# 34038 PURCELL 2" PLINTH (OPTIONAL) 2" SKU# 34038 PURCELL 2" PLINTH SIDE VIEW 2'-6"2'-5"2" 4'-0" RACK ASSIGNMENT RACK RU SLOT DESCRIPTION TOP15 3RD AIRSCALE14 13 12 FIBER MUX 11 10 2ND AIRSCALE9 8 7 FIBER MUX 6 5 1ST AIRSCALE4 3 2 FIBER MUX 1 RECTIFIER SHELF BOTTOM16 VOLTAGE BOOSTER 15 CSR 14 13 4TH AIRSCALE12 11 10 FIBER MUX 9 3RD LEGACY BBU8 7 6 2ND LEGACY BBU5 4 3 1ST LEGACY BBU2 1 4X .75 Ø HOLES FOR HPL3 AND EXPANSION CABINET CORNER MOUNTING POINTS 4X .875 Ø HOLES FOR HPL3 AND EXPANSION CABINET 2-STRING BATTERY RACK MOUNTING POINTS 4X .875 Ø HOLES FOR HPL3 4-STRING BATTERY RACK MOUNTING POINT SHIPPING HOOKS TO BE REMOVED AFTER CABINET INSTALL 40" 8"32"30"ALL DC POWER CABLES (BLUE) TO BE ROUTED AT THE LEFT SIDE OF THE CABINET INTERNAL ROUTING FIBER CABLES (YELLOW) 19" RACK ADAPTER FIBER KNOCKOUT ALL FIBER CABLES (YELLOW) TO BE ROUTED AT THE RIGHT SIDE OF THE CABINET MOUNT FSEE ON VERY BOTTOM RU POSITION OF HPL# SSC AND PLACED IN THE FASB TRAY RAYCAP VOLTAGE BOOSTER MOUNT DIRECTLY BENEATH THE DC POWER PLANT 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1SKU#33965 - PURCELL HPL3 600A DC POWER CABINET DETAIL CABINET DETAILS A-4.1 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A 2'-712""30.00"5'-012""1'-11""1'-10"" (4x) 5/8"Ø FOR CABINET ANCHORAGE SHIPPING HOOKS TO BE REMOVED AFTER CABINET INSTALL CORRECT KNOCKOUT TOOL REQUIRED FOR PUNCHING KNOCKOUTS. DO NOT DRILL KNOCKOUTS THROUGH BATTERY BRACKETS 4X BATTERY SHELVES, UP TO 200AH BATTERY VIBRATION MOUNTS KNOCKOUT FOR ETHERNET FOR ALARMS KNOCKOUTS FOR BATTERY WIRES NOTE: ·WIRES RUN THROUGH PROVIDED KNOCKOUT. FOLLOW PROPER INSTALLATION OF GASKET BEFORE MATING THE 2 CABINETS MANUFACTURER:PURCELL SYSTEMS INC MODEL:HPL3 LARGE BATTERY CABINET WEIGHT:350 LBS (WITHOUT EQUIPMENT) DIMENSIONS:30.0"x31.6"x60.4" SKU# 34038 PURCELL 2" PLINTH (OPTIONAL) 0'-2"" SKU# 34038 PURCELL 2" PLINTH PLAN VIEW SKU# 34038 PURCELL 2" PLINTH SIDE VIEW 2'-6""2'-5""2"" 4X .75 Ø HOLES FOR HPL3 AND EXPANSION CABINET CORNER MOUNTING POINTS 4X .875 Ø HOLES FOR HPL3 AND EXPANSION CABINET 2-STRING BATTERY RACK MOUNTING POINTS 4X .875 Ø HOLES FOR HPL3 4-STRING BATTERY RACK MOUNTING POINT 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1SKU#33966 - PURCELL HPL3 LARGE BATTERY CABINET DETAIL CABINET DETAILS A-4.2 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A NOTE: REFER TO ALARM STANDARD FOR INSTALLATION. 13.7"4.3"1.7"MANUFACTURER:NOKIA MODEL:473751A WEIGHT:1.5 LBS DIMENSIONS:13.7"x4.3"x1.7" EQUIPMENT DETAILS A-5.0 PROPOSED ASIB LOCATED WITHIN AMIA RACK 14.2"1.7"8.6" MANUFACTURER:NOKIA MODEL:ASIB WEIGHT:6.4 LBS DIMENSIONS:8.6"x14.2"x1.7" SIN EAC SOUT SEI1 SEI2 GROUNDING SRIO1 EIF1 EIF2 EIF3 EIF5 EIF4 LMP 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. SKU# 34104 ASIB DETAIL 1 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. SKU# 33388 - ABIA DETAIL RF1 RF2 RF3 RF4 RF5 RF6 PROPOSED ABIA LOCATED WITHIN AMIA RACK 8.6"14.2"1.1"MANUFACTURER:NOKIA MODEL:ABIA WEIGHT:4.6 LBS DIMENSIONS:8.6"x14.2"x1.1" 2 PROPOSED ABIL LOCATED WITHIN AMIA RACK SFP28 QSFP28 S-RF1 S-RF2 S-RF1 S-RF2 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. SKU# 33617 - ABIL DETAIL MANUFACTURER:NOKIA MODEL:ABIL WEIGHT:4.4 LBS DIMENSIONS:8.6"x14.2"x1.1" 3 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. SKU# 34103 - ABIC DETAIL MANUFACTURER:NOKIA MODEL:ABIC WEIGHT:5.8 LBS DIMENSIONS:8.6"x14.2"x1.7" RF1 RF2 RF3 RF5 RF7 RF9 RF4 RF6 RF8 4 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. PROPOSED ASIK LOCATED WITHIN AMIA RACK 14.2"1.7"8.6" MANUFACTURER:NOKIA MODEL:ASIK WEIGHT:6.6 LBS DIMENSIONS:8.6"x14.2"x1.7" FAN LMP SEI EIF1 EIF2STATUS SKU# 33615 - ASIK DETAIL 6 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.5SKU# 33846 - FSEE FLEXI SYSTEM EXTERNAL ALARM BOARD MANUFACTURER:ALCATEL-LUCENT MODEL:3HE15546AA WEIGHT:10.5 LBS (FULLY LOADED) DIMENSIONS:1.75"x17.25"x10" 20-60 VDC 15A DCINPUT+12V DC PSU250W 20-60 VDC 15A DCINPUT+12V DC PSU250W PS1 PS2 NOKIA 7250 IXR-E 24SFP + 8SFP28 2QSFP28 Reset SDCard PS2PS1 Stat Fan LOC USB MgmtConsole 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 1PPS SFP/SFP+ 10Gpbs PORTS 1-24 SFP28/SFP+ 25Gpbs PORTS 25-32 QSFP28 100Gpbs PORTS 33-34 USB Mgmt Console GROUNDING MANAGEMENTS USB CONSOLE FRONT VIEW REAR VIEW GPS SFP BAIL SMA-F CONNECTOR FOR GPS ANTENNA RP-MMCX CONNECTOR FOR 1PPS OUTPUT DC PSU DC PSU SD CARD SLOT AIR FILTER TRAY 17.25"1.75"10" EQUIPMENT DETAILS A-5.122"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. NOT USED 4 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. SKU# 33389 - AMIA DETAIL MANUFACTURER:NOKIA MODEL:AMIA WEIGHT:11.2 LBS (UNIT ONLY) DIMENSIONS:5.1"x15.7"x17.6" 1 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. SKU# 32246 - FSMF DETAIL DC OUTPUT DC INTPUT LMP EIF2/RF/EXT6 RF/EXT1-3 EIF1 SRIO BB EX 1-2 EAC SYNC IN SYNC OUT OPTIONAL POWER DISTRIBUTION SUB-MODULE OPTIONAL CAPACITY EXTENSION SUB-MODULE OPTIONAL TRANSPORT SUB-MODULE MANUFACTURER:NOKIA MODEL:FSMF WEIGHT:25.3 LBS DIMENSIONS:5.2"x17.6"x16.5" NOTE: FSMF SHALL BE PLACED WITHIN RADIO CABINET PER T-MOBILE REQUIREMENTS SIDE TOP 17.6"5.2"16.5"2 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.3SKU# 34097 CSR - IXR-E ROUTER GEN 2 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. NOT USED 622"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. NOT USED 5 FIGURE: FIXING UPPER MOUNTING BRACKET (FPKA) FIGURE: FIXING LOWER POLE MOUNTING BRACKET (FPKA) USING TWO M8 SCREWS FIGURE: FIXING LOWER MOUNTING BRACKET (FPKA) ONTO A POLE NOTES: ·PROPOSED RRUS TO BE MOUNTED VERTICALLY ONLY ·MOUNTING PIPE NOT SHOWN FOR CLARITY MANUFACTURER:NOKIA MODEL:FPKA MOUNT WEIGHT:3.3 LBS DIMENSIONS:10.8"x9.0"x1.9" BOLT M10x120 105mm THREAD BOLT M8x120 BOLT RESTRAINER FPKA MOUNTING BRACKET 1.9"9. 0 " 10.8" PROPOSED FPKA MOUNTING BRACKET PROPOSED RRUS PROPOSED RRUS 1/2''Ø COAX CABLE, 5'' MIN BENDING RADIUS #2 AWG, GROUND WIRE GROUNDING KIT H-FRAME POST VALMONT MICROFLECT UNIVERSAL PIPE ADAPTER KIT (PART NO. B1534) 1-1/4'' NOMINAL Ø (1.66" ACTUAL O.D.) x 2'-0'' MAX SCH 40 GALV STEEL MOUNTING PIPE (SEE NOTE 4) GPS ANTENNA NOTES: 1.LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2.ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNAL FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 3.THE WEIGHT OF THE ANTENNA MOUNT - 6.5 LBS. 4.IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED, PROVIDE GROUNDING WITH #2 AWG TINNED BARE COPPER WIRE EXOTHERMICALLY BONDED TO LOWER PART OF POST AND CONNECTED TO GROUND RING. FRONT SIDEISO BOTTOM 12.9"28.7"5.6" MANUFACTURER:NOKIA MODEL:475125A DIMENSIONS:28.7"x12.9"x5.6" (W/ MOUNTING BRACKETS AND COVER) WEIGHT:70.5 LBS FREQUENCY:B25, B66 GND DC IN OPT 1 OPT 2 RET EAC ANT 1 ANT 2 ANT 3 ANT 4 EQUIPMENT DETAILS A-5.25AHFIG MOUNTING DETAIL 22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0" 3SKU# 31685 - FPKA POLE MOUNTING KIT 22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0"22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2 AHLOA DETAIL 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1GPS ANTENNA DETAIL DCIN OPT1 OPT2 RET EAC GND ANT1 ANT2 ANT3 ANT4 MANUFACTURER: NOKIA MODEL:AHLOA WEIGHT: 83.8 LBS DIMENSIONS: 22.0"x7.4"x12.1" ISO BOTTOM 4SKU# 34073 - AHFIG DETAIL 22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A PIPE 1/4"Ø GALV BOLT (TYP OF 8 PER COVP MOUNTING BRACKET) 3/8"Ø GALV U-BOLT 1/4"Ø GALV BOLT (TYP OF 4 PER COVP)TOP RIGHT SIDE FIBER FIBER 6 AWG 6 AWG 6 AWG 6 AWG FIBER FIBER 6 AWG 6 AWG (12) - #6 AWG CLASS C (4) - 12 FOC LOOSE TUBE SINGLE MODE FLAME RESISTANT NON-HYGROSCOPIC FILLERS (AS NEEDED). MYLAR BINDER TAPE. 5-MIL THICK BARE COPPER SHIELD 80 MILS (2.03 MM) OF (PVC) JACKET RIPCORD1.48"6 AWG 6 AWG 6 AWG6 AWG 6 AWG 6 AWG HYBRID CABLE STRUCTURE WATER TANK LENGTH 2 300'± # OF CABLES MANUFACTURER:COMMSCOPE MODEL:FE-16148-OVP-RT12 WEIGHT:23.5 LBS DIMENSIONS:14.0"x16.0"x8.0" MOUNTING KIT:PROVIDED MANUFACTURER:COMMSCOPE MODEL:FE-16148-OVP-RT12 WEIGHT:23.5 LBS DIMENSIONS:14.0"x16.0"x8.0" MOUNTING KIT:PROVIDED EQUIPMENT DETAILS A-5.36HI-CAP BOX MOUNTING DETAIL 22"x34" SCALE: 3/4" = 1'-0"_1 11"x17" SCALE: 1 1/2" = 1'-0" 3HCS 2.0 HI-CAP TRUNK DETAIL 22"x34" SCALE: 3/4" = 1'-0"_1 11"x17" SCALE: 1 1/2" = 1'-0" 5SKU# 33702 HI-CAP JUNCTION BOX 22"x34" SCALE: 2" = 1'-0"11"x17" SCALE: 1" = 1'-0"22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. NOT USED 4 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. SKU# 34117 - AEHC DETAIL MANUFACTURER:NOKIA MODEL:AEHC WEIGHT:108.0 LBS DIMENSIONS:38.2"x21.5"x5.9" FREQUENCY:B41 5.9"19.7" 21.5"5.1"EAC BOTTOM DC IN RET OPT4 OPT1 OPT2 TOP 38.2"ISO GND OPT3 NOKI A OPT1 OPT2 OPT3 OPT4 RET BAC FRONT SIDE FIBER STRAIN RELIEF SUGGESTED LAYOUT OF CABLES FOR FIBER STRAIN RELIEF (SECURE CABLES W/ CABLE TIES AS REQUIRED) 1 MANUFACTURER:COMMSCOPE MODEL:FFVV-65C-R3-V1 WEIGHT:124.56 LBS DIMENSIONS:95.94" x 25.2" x 9.25" FREQUENCY:B5, B66, B71 95.94"25.2"9.25"9.25"25.2" FRONT SIDE TOP ISO RET 1 R1 L 617-894 MHz 2 -45° RET 1 R1 L 617-894 MHz 1 +45° RET 2 Y1 L 1695-2690 MHz 5 +45° RET 2 Y1 L 1695-2690 MHz 6 -45° RET 3 R2 R 617-894 MHz 3 +45° RET 1 R2 R 617-894 MHz 4 -45° RET 3 Y2 R 1695-2690 MHz 8 -45° RET 3 Y2 R 1695-2690 MHz 7 +45° AISG IN AISG OUT BOTTOM SKU# 34094 - FFVV-65C-R3-V1 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A SITEPRO1 - R5 UNIVERSAL ANTENNA MOUNT (PART # R5-216) OR APPROVED EQUAL31"18"12.4" LEFT FRONT MANUFACTURER:KOHLER MODEL:KCS ATS WEIGHT:68 LBS DIMENSIONS:31"x18"x12.4"31"STRUCTURAL WELDING DETAIL SITE PREPARATION AND POST APPLICATION NOTES: 1.PRIOR TO PRE-CONSTRUCTION MEETING, GC OR CM SHALL COORDINATE W/ WATER DISTRICT REPRESENTATIVE REGARDING SPECIFIC SPECIFICATIONS OF EXISTING EPOXY PAINT MFR AND MODEL NUMBER AS A PART OF THE BOM. 2.PRIOR TO STRUCTURAL WELDING, REVIEW STRUCTURAL NOTES (5/S-3.1) 3.AFTER APPLICATION OF STRUCTURAL WELDING, GC SHALL THOROUGHLY CLEAN AREA OF WELD CONNECTION(S) AND PLATES OF STRUCTURAL WELDING INCLUDING ADJACENT SURFACES. 4.GC SHALL REVIEW AND EXECUTE EPOXY PAINT MFR AND MODEL NUMBER APPLICATION OVER AREAS OF CONNECTION EPOXY APPLICATION. 5.REVIEW STRUCTURAL SPECIAL INSPECTIONS. EXISTING PLATFORM AND GUARDRAIL BEYOND EXISTING WATER TANK SEE STRUCTURAL WELDING DETAIL SITE PREPARATION AND POST APPLICATION NOTES STD PIPE KICKER BRACES PER STRUCTURAL PLATE PER STRUCTURAL SITEPRO1 UNIVERSAL PIPE MOUNT (MODEL NO, R5-216) 4" STD PIPE MAST PER STRUCTURAL PROVIDE ADDITIONAL 3" STD PIPE CROSS-ARM. ATTACH TO 41/2" O.D. VERT PIPE W/ SITEPRO1 SP216 CROSSOVER PLATE. SITEPRO1 SCX43-K CROSSOVER PLATE, TYP AT ANTENNA PIPE MOUNTS 6 A-5.4 EQUIPMENT DETAILS A-5.422"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.6R5-UNIVERSAL ANTENNA MOUNT DETAIL 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. NOT USED 322"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2KCS ATS DETAIL 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.4MOISTURE PROTECTION DETAIL SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.4GENERAL NOTICE SIGN 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1NOCC SIGN 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.6RF NOTICE / WARNING SIGN SIGNAGE DETAILS A-6.0 NOTES: 1.8” X 12” ALUMINUM 2.POSTED AT EACH ENTRANCE (GATE, DOOR, HATCHWAY, ETC.) 3.BUILDING OWNER MAY HAVE RESTRICTIONS ON WHERE CAN BE POSTED 4.SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. NOTES: 1.8” X 12” ALUMINUM 2.POSTED AT BASE OF TOWER 3.SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. Ref FCC 47CFR 1.1307(o) Beyond This Point you are entering an area where RF Emissions may exceed the FCC General Population Exposure Limits Follow all posted signs and site guidelines for working in an RF environment 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 a personal RF monitor if working near active antennas. Ref FCC 47CFR 1.1307(o) BLUEYELLOW NOTICE GENERAL INFORMATION FOR WORKING IN THE AREA OF ANTENNAS ·ALL PERSONNEL ENTERING THIS SITE MUST BE AUTHORIZED. ·OBEY ALL POSTED SIGNS. ·ASSUME ALL ANTENNAS ARE ACTIVE. ·MAINTAIN MINIMUM DISTANCE OF 3 FEET CLEARANCE FROM ANTENNAS. CALL 1-888-222-5548 FOR INFORMATION OR ASSISTANCE Beyond this point you are entering an area where RF Emissions may exceed the FCC General Population Exposure Limits Follow all posted signs and site guidelines for working in an RF environment Ref: FCC47CFR 1.137(b) NOTICE IN CASE OF EMERGENCY CALL N.O.C.C. 1-800-662-4662 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 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: A. 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 B. 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 1-888-662-4662 Site No.: ________________ IN CASE OF AN EMERGENCY CALL Site Name: ____________________ SE04227A HERITAGE WOODS PARK-HGHLN WTR DT - SE52XC241 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2SIGN PLACEMENT NOTES 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.5THERMAL RUNWAY PROCEDURE THERMAL RUNAWAY PROCEDURE POSTING ATTACHMENT TO A THERMAL RUNAWAY PROCEDURE HANDLING OVERHEATING BATTERIES OR THERMAL RUNAWAY (A COPY OF THIS PAGE SHALL BE A LAMINATED OR PLACED IN A PLASTIC SHEET PROTECTOR AND POSTED IN ALL BATTERY AREAS.) IF YOU ENCOUNTER BATTERIES TOO HOT TO TOUCH, THAT MAKE HISSING OR WHISTLING NOISES FROM THEIR VENTS: ·THERE IS A FIRE OR SMOKE ·IF THE FIRE ALARMS ARE SOUNDING ·IF THERE IS A STRONG ROTTEN EGG (HYDROGEN SULFIDE) ODOR IMPORTANT: TAKE NO ACTION THAT COULD PRODUCE A SPARK AND IGNITE AIRBORNE HYDROGEN. IF YOU ENCOUNTER BATTERIES TOO HOT TO TOUCH BUT THERE IS NO SMOKE AND IT IS SAFE TO REMAIN IN THE FACILITY: ·CALL FOR HELP ·INCREASE VENTILATION IN BATTERY AREA ·REDUCE CHARGE CURRENT EITHER BY TURNING OFF ENOUGH RECTIFIERS SO THAT THE LOAD BARELY IS COVERED OR BY LOWERING THE FLOAT VOLTAGE ·INCREASE COOLING IN THE BATTERY AREA IF POSSIBLE ·IF THERE IS A SPILL OR OTHER HAZARDOUS SITUATION CALL THE ENVIRONMENTAL HOTLINE AT 1-800-488-7900 DO NOT OVERREACT TO BATTERY EMERGENCIES. BURNING BATTERIES RELEASE POTENTIALLY LETHAL CONCENTRATIONS OF TOXIC GASES OR OTHER CHEMICALS AND SHOULD BE HANDLED BY TRAINED FIRST RESPONDERS (FIRE DEPARTMENT) WITH APPROPRIATE PROTECTIVE CLOTHING AND SELF-CONTAINED BREATHING APPARATUS (SCBA). SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A PROPOSED GENERATOR ANCHORAGE NOTES & SPECIAL INSPECTIONS (APPLICABLE FOR ANCHORAGE TO PROPOSED SLABS) 1.GENERAL 1.1.ALL CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE. REFERENCE TO OTHER STANDARDS OR CODES SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED & PUBLISHED. 1.2.DRAWINGS SHOW TYPICAL & CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN. 1.3.EXISTING STRUCTURES & UNDERGROUND UTILITIES/STRUCTURES ARE ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS & ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY INTERFERENCE AND/OR DISCREPANCIES THAT MIGHT EXIST. 1.4.THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1.5.COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & CIVIL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION. 1.6.COORDINATE & VERIFY FLOOR, ROOF AND WALL OPENING SIZES & LOCATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL & MECHANICAL DRAWINGS. 1.7.FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. 1.8.REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW & CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS & OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, & DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 1.9.STRUCTURAL DESIGN DRAWINGS SHALL NOT BE REPRODUCED AS SHOP DRAWINGS. CONTRACTOR & THEIR SUBCONTRACTORS SHALL PREPARE ORIGINAL SHOP DRAWINGS. 1.10.CONTRACTOR SHALL REVIEW & STAMP ALL SHOP DRAWINGS BEFORE SUBMITTAL FOR REVIEW. PROPOSED FABRICATION CHANGES FROM DESIGN DRAWINGS SHALL BE NOTED IN SHOP DRAWINGS. ANY DISCREPANCIES BETWEEN ARCHITECTURAL & STRUCTURAL DRAWINGS SHALL BE NOTED TO BE VERIFIED ON SHOP DRAWINGS. 1.11.COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING CURTAIN WALL GLAZING SYSTEMS, LIGHT GAUGE STEEL FRAMING, ORNAMENTAL GUARDRAILS, SKYLIGHTS, METAL GRATING & STAIRS SHALL BE SEALED & SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON & SHALL BE AVAILABLE AT THE JOB SITE DURING THE TIMES OF INSPECTION. 1.12.FOR SITE-SPECIFIC LOAD PARAMETERS, SEE THE GENERATOR ANCHORAGE REPORT. 2.FOUNDATIONS & SLAB ON GRADE 2.1.THE DESIGN OF FOUNDATIONS, RETAINING WALLS & SLAB-ON-GRADE IS BASED ON THE CRITERIA ASSUMED BY THE STRUCTURAL ENGINEER. ALL DESIGN ASSUMPTIONS SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON & DESIGNATED BY THE OWNER PRIOR TO START OF THE WORK. 2.2.TOP OF FOOTING ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS ARE FOR ESTIMATING ONLY. FINAL BEARING ELEVATIONS FOR FOOTINGS SHALL BE DETERMINED IN THE FIELD BY THE GEOTECHNICAL ENGINEER TO SATISFY ASSUMED DESIGN BEARING VALUES. 2.3.DRILL SMALL TEST HOLE IN SUBGRADE UNDER FOOTING BEARINGS TO CONFIRM BEARING CONDITIONS WHERE REQUIRED BY THE GEOTECHNICAL ENGINEER. 2.4.GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADES, FILLS & BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS, BACKFILLS, ETC. 2.5.SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER & CLEAN UP SLOUGH BEFORE & DURING CONCRETE PLACEMENT. 2.6.WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 2.7.COMPACT ALL FILL USED UNDER SLAB TO 95% OF STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT. 2.8.ESTABLISH BENCH MARKS ON SURROUNDING STRUCTURES & PAVEMENTS PRIOR TO EXCAVATION, MONITOR VERTICAL & HORIZONTAL REGULARLY DURING EXCAVATION & CONSTRUCTION & SUBMIT WRITTEN REPORTS TO ARCHITECT & STRUCTURAL ENGINEER FOR REVIEW. 2.9.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY IN CONNECTION WITH EARTH SLOPES CAUSED BY TRENCHING, EXCAVATION AND/OR FILL DURING CONSTRUCTION. 2.10.BOTTOM OF ALL FOUNDATIONS SHALL EXTEND A MINIMUM OF 12 INCHES BELOW THE TOP OF FINISH GRADE. 3.REINFORCED CONCRETE 3.1.ALL CONCRETE WORK SHALL CONFORM TO ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318-14, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 3.2.UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT & SHALL HAVE MINIMUM 28 DAY STRENGTHS AS FOLLOWS: 3.3.THE PROPOSED MATERIALS & MIX DESIGN SHALL BE FULLY DOCUMENTED & REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S. 3.4.USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED. 3.5.HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE LOCATIONS OF VERTICAL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS & CLEANED. 3.6.UNLESS NOTED OTHERWISE, CHAMFER OR ROUND ALL EXPOSED CORNERS MINIMUM 3/4". SEE ARCHITECTURAL DRAWINGS FOR CHAMFER OR REVEAL REQUIREMENTS FOR ARCHITECTURAL CONCRETE. 3.7.DETAIL CONCRETE REINFORCEMENT & ACCESSORIES IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315 & ACI DETAILING MANUAL (LATEST EDITION). SUBMIT SHOP DRAWINGS FOR REVIEW SHOWING ALL FABRICATION DIMENSIONS & LOCATIONS FOR PLACING REINFORCING STEEL & ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED & REVIEWED. 3.8.DETAIL ALL CONCRETE WALLS & BEAMS ON THE SHOP DRAWINGS IN ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE. 3.9.REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE. 3.10.WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A185. 3.11.TIE ALL REINFORCING STEEL & EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. 3.12.PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED; STAGGER SPLICES WHERE POSSIBLE; USE FULL TENSION SPLICE UNLESS NOTED OTHERWISE. 3.13.REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE: CONCRETE AGAINST EARTH (NOT FORMED)3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #6 THROUGH #18 BARS 2" #5 BARS & SMALLER 1-1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER SLABS & WALLS 1" BEAMS (STIRRUPS) & COLUMNS (TIES)1-1/2" 3.14.DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE STRUCTURAL ENGINEER. 3.15.STEEL REINFORCEMENT TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706 & THAT WELDING SHALL BE IN ACCORDANCE WITH AWS D1.4, STRUCTURAL WELDING CODE - REINFORCING STEEL BY AMERICAN WELDING SOCIETY FOR COMPLIANCE WITH ACI 318-14 SECTION 3.2.5. 3.16.SEE CIVIL & ARCHITECTURAL DRAWINGS FOR EXTERIOR SLAB WORK & JOINTING. 3.17.INCLUDE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE THAT WILL BE EXPOSED TO WEATHER EXCEPT IN FOOTINGS. 3.18.INCLUDE WATER REDUCING ADMIXTURE IN ALL CONCRETE MIXES. 3.19.THE PROPOSED MATERIALS & MIX DESIGN SHALL BE FULLY DOCUMENTED & REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S. RESULTS OF COMPRESSIVE STRENGTH TESTS SHALL BE AVAILABLE ON SITE FOR INSPECTOR'S REVIEW. 3.20.BARS, OTHER THAN GRADE 40, SHALL BE MILL MARKED SO THAT TYPE, GRADE & YIELD STRENGTH ARE VISIBLY IDENTIFIABLE. 3.21.PROVIDE CORNER BARS AS PER TYPICAL DETAIL AT CORNERS & INTERSECTIONS OF ALL GRADE BEAMS & WALLS. 3.22.PROVIDE #3 @ 12" DOWELS FROM ALL ADJACENT CONCRETE GRADE BEAMS & WALLS TO INTERIOR SLABS-ON-GROUND, U.N.O. 3.23.ALL REINFORCING LAP SPLICES, UNLESS OTHERWISE SHOWN, SHALL SATISFY THE FOLLOWING SCHEDULE: ALL BAR DEVELOPMENT LENGTHS, UNLESS OTHERWISE SHOWN, SHALL SATISFY THE FOLLOWING SCHEDULE: * TOP BAR SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR, IN ANY SINGLE CONCRETE PLACEMENT. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. 4.POST-INSTALLED REBAR & ANCHORS 4.1.SPECIFIC PRODUCT, DIAMETER, AND EMBEDMENT SHALL BE SHOWN IN THE DETAILS. INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER' PRINTED INSTALLATION INSTRUCTIONS (MPII). CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE FOR PRODUCT INSTALLATION TRAINING AND SHALL SUBMIT LETTER TO THE ENGINEER-OF-RECORD (EOR) INDICATING TRAINING HAS TAKEN PLACE. REFER TO THE PROJECT BUILDING CODE AND/OR EVALUATION REPORT FOR SPECIAL INSPECTIONS AND PROOF LOAD REQUIREMENTS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTSED BELOW MAY BE SUBMITTED BY THE CONTRACTOR TO THE EOR FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A RESEARCH REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION UNDER THE PROJECT BUILDING CODE. SUBSTITUTION REQUEST SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT. 4.2.FOR ANCHORING INTO CONCRETE: 4.2.a.MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS. 4.2.b.ADHESIVE FOR REBAR AND ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI355.4 AND ICC-ES AC308 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS. DESIGN ADHESIVE BOND STRENGTH HAS BEEN BASED ON ACI 355.4 TEMPERATURE CATEGORY B WITH INSTALLATIONS INTO DRY HOLES DRILLED USING A CARBIDE DRILL BIT INTO CRACKED CONCRETE THAT HAS CURED FOR AT LEAST 21 DAYS. ADHESIVE ANCHORS REQUIRING CERTIFIED INSTALLATIONS SHALL BE INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER PER ACI 318-14 17.8.2.2. INSTALLATIONS REQUIRING CERTIFIED INSTALLERS SHALL BE INSPECTED PER ACI 318-14 17.8.2.4. 5.SPECIAL INSPECTIONS 5.1.STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 5.1.a.THE INSPECTOR SHALL BE HIRED AND PAID FOR BY THE OWNER. 5.1.b.THE INSPECTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS AND SHALL SUBMIT PROGRESS REPORTS AND INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE STRUCTURAL ENGINEER OF RECORD. 5.2.SATISFY MINIMUM INSPECTION AND QUALITY CONTROL REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. CONCRETE DURABILITY REQUIREMENTS PER ACI-318 FOUNDATIONS 28-DAY COMPRESSIVE STRENGTH (f'c) FREEZING/THAWING CLASS SULFATE CLASS PERMEABILITY CLASS CORROSION CLASS MAX AGGREGATE(IN) MAX W/CM RATIO TARGET AIR CONTENT(%) 6.0 PROJECT SCHEDULE OF SPECIAL INSPECTIONS MATERIAL/ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT DATE COMPLETED 1705.3 CONCRETE CONSTRUCTION 1. INSPECTION OF REINFORCING STEEL INSTALLATION (SEE 1705.2.2 FOR WELDING)SHOP (3) AND FIELD INSPECTION Y PERIODIC 3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED PER SECTION 1908.5 OR WHERE STRENGTH DESIGN IS USED SHOP (3) AND FIELD INSPECTION Y PERIODIC 4. INSPECTION OF ANCHORS AND REINFORCING STEEL POST-INSTALLED IN HARDENED CONCRETE PER RESEARCH REPORTS INCLUDING VERIFICATION OF ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE DISTANCE, CONCRETE MINIMUM THICKNESS, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE FIELD INSPECTION Y PERIODIC OR AS REQUIRED BY THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE 5. VERIFY USE OF APPROVED DESIGN MIX SHOP (3) AND FIELD INSPECTION Y PERIODIC 6. FRESH CONCRETE SAMPLING, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE TEMPERATURE OF CONCRETE SHOP (3) AND FIELD INSPECTION Y CONTINUOUS 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES SHOP (3) AND FIELD INSPECTION Y CONTINUOUS 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES SHOP (3) AND FIELD INSPECTION Y PERIODIC 1705.12.1 STRUCTURAL STEEL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE 1. INSPECTION OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC 341 SHOP (3) AND FIELD INSPECTION Y IN ACCORDANCE WITH AISC 341 1705 POST-INSTALLED ANCHORS 1. PREPARE A REPORT INCLUDING THE FOLLOWING DETAILS: A. ANCHOR DESCRIPTION, INCLUDING THE ANCHOR PRODUCT NAME, BOLT DIAMETER, AND ANCHOR LENGTH FIELD INSPECTION Y CONTINUOUS B. HOLE DESCRIPTION INCLUDING VERIFICATION OF DRILL BIT COMPLIANCE WITH ANSI B212.15-1994. RECORD INSTALLATION DESCRIPTION, INCLUDING VERIFICATION OF MASONRY/CONCRETE COMPRESSIVE STRENGTH, AND ANCHOR INSTALLATION AND LOCATION (SPACING AND EDGE DISTANCE) IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS FIELD INSPECTION Y CONTINUOUS CONCRETE REINFORCEMENT LAP SPLICE LENGTH (in) GRADE 60 BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 TOP BAR *23 31 38 46 67 76 86 96 107 OTHER 18 24 30 35 51 59 66 74 82 CONCRETE REINFORCEMENT DEVELOPMENT LENGTH (in) GRADE 60 BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 TOP BAR *18 24 30 35 51 59 66 74 82 OTHER 14 18 23 27 40 45 51 57 64 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1 STRUCTURAL NOTES & SPECIAL INSPECTIONS S-1.0 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 6-29-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 S u r ve yin g Eng ineer ing Pla nn in g Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A REENIGNELANOISSEFORP NOTGNIHSAWFOETATS G A R N S RET T J O H KELT N O 57020DERETSIGER 6/29/21 CONTRACTOR NOTE: 1.SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT. 2.SEE GEOTECHNICAL REPORT FOR OVER-EXCAVATION AND FILL REQUIREMENTS CONCRETE PAD REQUIREMENTS: 1.4,500 PSI MIN CONCRETE STRENGTH (f'c) 2.60,000 PSI MIN REBAR STRENGTH (fy) 3.1,000 PSF MIN ALLOWABLE SOIL BEARING 4.0.25 MIN SOIL/CONCRETE FRICTION COEFFICIENT 5.150 PCF MIN SOIL PASSIVE RESISTANCE GENERATOR, SEE ARCH, w/(4) 5/8"Ø SS SIMPSON STRONG-TIE STRONG BOLT 2 EXPANSION ANCHORS w/3-5/8" EMBEDMENT GENERATOR (MAX 3090#) (MIN 2000#) 5'-0" (x 9'-0" LONG) 3" CLR3" CLR \A1;3" CLR #5 @ 14" o.c. T&B (5)#5 T&B, EVENLY SPACED 3'-2 1/8" MIN 0'-6 1/2" MIN EDGE DISTANCE PROPOSED CONCRETE PAD7'-4 3/4" MAX3" CLR2" CLR1'-10"4"1'-6"FROSTSTRUCTURAL DETAILS S-2.0NOT USED 6 NOT USED 1 NOT USED 4 NOT USED 3NOT USED 2 5GENERATOR ANCHORAGE DETAIL 22"x34" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" = 1'-0" SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 6-29-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 S u r ve yin g Eng ineer ing Pla nn in g Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A REENIGNELANOISSEFORP NOTGNIHSAWFOETATS G A R N S RET T J O H KELT N O 57020DERETSIGER 6/29/21 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1GENERATOR SPECIFICATIONS 1.PLACE AT DOOR OR TANK. 2.SIGNS MUST BE OF DURABLE MATERIAL WITH RED LETTERING (OR OTHERWISE SHOWN IN GRAPHICS) ON A WHITE BACKGROUND. 3.LETTERS SHALL NOT BE LESS THAN 3 INCHES (76.2 MM) IN HEIGHT AND 1/2 INCH (12.7 MM) IN STROKE. 4.SIGNS SHALL NOT BE OBSCURED OR REMOVED AND SHALL BE IN ENGLISH AS PRIMARY LANGUAGE 5.COMBUSTIBLE SIGN MAY ALSO BE WHITE LETTERS ON RED BACKGROUND. HAZARD RANGE: NINE O'CLOCK:HEALTH TWELVE O'CLOCK:FLAMMABILITY THREE O'CLOCK:INSTABILITY SIX O'CLOCK:SPECIAL REFERENCES:NFPA 704 WFC 7901.9 IFC 2703.5 NOTES 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2TANK SIGNAGE 229 GALLON DIESEL PRODUCT IDENTIFICATION 00 2 COMBUSTIBLE FLAMMABLE NO SMOKING DIESEL GENERATOR SPECIFICATIONS M-1.0 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1GENERATOR SPECIFICATIONS DIESEL GENERATOR SPECIFICATIONS M-2.0 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1GENERATOR TANK SPECIFICATIONS DIESEL GENERATOR SPECIFICATIONS M-3.0 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A PROPOSED AHLOA UNIT PROPOSED AHFIG UNIT PROPOSED HCS 2.0 EQUIPMENT JUNCTION BOX PROPOSED HCS 2.0 EQUIPMENT JUNCTION BOX PROPOSED (4) ABIL LOCATED WITHIN AMIA RACK PROPOSED (2) ASIK LOCATED WITHIN AMIA RACK PROPOSED (3) ABIA LOCATED WITHIN AMIA RACK PROPOSED (2) ASIB LOCATED WITHIN AMIA RACK PROPOSED FSMF MODULE PROPOSED (2) AMIA RACKS PROPOSED (3) ABIC LOCATED WITHIN AMIA RACK AEHC FFVV-65C-R3-V11RF PLUMBING DIAGRAM 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. RF PLUMBING DIAGRAM RF-1.0 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A IXR-e FTLX8573D3BTL AEHC OPT1 OPT2 OPT1 OPT2 FTLX8573D3BTL FOTAFOTA LTE TDD-eNB2 NR TDD-gNB AOSD AOSD ABIL ASIK ABIC ASIB AOSD AOSD AEHC FIBER CONNECTIONS DIA. 1ONE SECTOR SFP DETAIL 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. SFP DETAIL RF-1.1 NOKIA ITEM CODE/SECTOR PRODUCT NAME 474932A AOSD QSFP28 SM 10Km LC 473471A FOTA Optical SFP+ 10GBase-SR 850nm MM FTLX8573D3BTL 10Gb/s 850nm Multimode SFP+ Datacom Transceiver x 12 x 0 x 2 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A 2'-0" 4"3'-0"4'-0"JURISDICTION MAY REQUIRE DIRECTIONAL BORING OF TRENCH FOR CONDUITS - CONSULT WITH JURISDICTION. 3" MIN ELECTRICAL CONDUIT SAND FILL COMPACTED FILL PER UTILITY CO REQ UNEXCAVATED AREA TRENCHEXCAVATION/MAGNETIC WARNING TAPE MATCH EXISTING SURFACE M 100A, 1P PROVIDE 200A, 120/240V, 1PH, 3W METER SOCKET AND CIRCUIT BREAKER COMBINATION AND ARRANGE WITH SUPPLY AUTHORITY TO PROVIDE 200A SERVICE METER TO POINT OF UTILITY CONNECTION. SIZE CONDUCTORS PER NEC. 3" C. W/ PULL WIRE NEMA 3R ENCLOSURE (1) #4 CU, 3/4" C. TO GROUNDING SYSTEM PANEL A WP 200A GENERATOR RECEPTACLE (3) #3/0 & (1) #6 GRD, 2" C. POWER CABINET (3) #3/0 & (1) #6 GRD, 2" C. TVSS AC FAIL RELAY ELECTRICAL SITE PLAN E-1.01 3 ELECTRICAL SITE PLAN ELEC/TELCO TRENCH 22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" 2ONE-LINE DIAGRAM 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S. 22"x34" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" =1 '-0" NOTE: 1.CONTRACTOR SHALL CALL FOR LOCATES PRIOR TO TRENCHING. 2.THE LOCATION OF UTILITY CONDUIT ROUTING SHOWN ARE APPROXIMATE. 3.COORDINATE EXACT CONDUIT ROUTING AND STUB UP LOCATIONS WITH UTILITIES AND CONSTRUCTION MANAGER PRIOR TO ROUGH-IN. GENERATOR NOTE: ·GENERATOR START CIRCUITS FROM GENERATOR TO ATS ·GENERATOR CONTROL ALARM WIRES (4 PAIR, #18 AWG INDIVIDUALLY SHIELDED PAIRS) FROM GENERATOR TO SHELTER ·STANDBY POWER FEED FOR SHELTER (2) 3/0-AWG + (1) #4 GND ·GENERATOR ANCILLARY CIRCUITS (BATTERY CHARGER/BLOCK HEATER) (3) #12 AWG TO DEDICATED 20 AMP SP BREAKER AT SHELTER ·22 AWG CAT 5 (FUEL TANK ALARMS) SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A PROPOSED T-MOBILE (2) 4"Ø SCHD 40 PVC CONDUITS FOR POWER & ALARM CONTROL FROM GENERATOR TO ATS. SEE GENERATOR NOTE. PROPOSED T-MOBILE 40kW DIESEL GENERATOR W/ TANK VENT ON CONCRETE PAD (1 TOTAL). PROPOSED T-MOBILE ATS CABINET MOUNTED TO EXISTING H-FRAME. EXISTING SPRINT UTILITY H-FRAME WITH POWER AND TELCO CABINET (TO REMAIN). EXISTING 200A, 120/240, 1PH ELECTRICAL SERVICE ORIGINATING FROM AN EXISTING PSE POWER UTILITY TRANSFORMER W/ SERVICE CONTINUING TO THE CURRENT METER AND DISCONNECT (TO REMAIN AND PROVIDE CONTINUED SERVICE AND CONFIRMED VIA UCR) EXISTING FIBER SOURCE ORIGINATING FROM AN EXISTING ON SITE FIBER SERVICE CONTINUING TO EXISTING FIBER PANEL (TO REMAIN AND PROVIDE CONTINUED SERVICE AND CONFIRMED VIA UCR) PROPOSED 2" RIGID CONDUIT (4) TOTAL, FROM HPL3 CABINET, TO (E) PANEL, (E) TELCO CABINET AND JUNCTION BOXES NOTE: ALL CONDUIT ENTRANCES MUST USE AN ACCEPTABLE UL TYPE 3 CONDUIT HUB OR EQUIVALENT TO ENSURE A WATERPROOF CONNECTION 1.ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2.ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 3.ALL GROUND CONNECTIONS SHALL BE CADWELD AND CLEANED THOROUGHLY THEN COVERED WITH TWO (2) COATS OF SHERWIN WILLIAMS GALVANTE PAINT B350W3 OR EQUAL. SEE 6/E-3.0 FOR TYPICAL CONNECTIONS. 4.ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 3.ALL ELECTRICAL CADWELD AND MECHANICAL CONNECTIONS SHALL HAVE NON-OXIDATION COMPOUND APPLIED TO CONNECTION. 4.ALL MATERIALS AND CADWELD MOLDS, SHOTS, ETC. SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 5.REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6.NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 7.USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD 119, 33 & 36. GENERAL GROUNDING NOTES GROUNDING LEGEND THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T-MOBILE SERVICES ARE STRICTLY PROHIBITED. PROPRIETARY INFORMATION GROUND BAR GROUND INSPECTION WELL COPPER GROUND ROD CADWELD CONNECTION SIDE SPLICE CADWELD FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM COMPRESSION LUG 1SCHEMATIC GROUNDING PLAN 22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" SCHEMATIC GROUNDING PLAN E-2.0 CONNECT PROPOSED CABINETS WITH #2 BTCW TO EXISTING MGB.7 GROUNDING KEYED NOTES EXISTING MGB AT EQUIPMENT.2 EXISTING WATER TANK. PROPOSED T-MOBILE ANTENNA PER PLAN, TYP. EXISTING AGB AT ANTENNAS. EXISTING AGB CONNECTED TO EXISTING MGB WITH (2) #2 BTCW. 3 4 5 6 8 CONNECT PROPOSED ANTENNA AND RADIO UNIT WITH #2 BTCW TO AGB (TYPICAL AT EACH UNIT). 4 E-3.0 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A 4 2 7 5 3 4 8 6 ELECTRICAL DIAGRAMS E-2.1 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.4SKU# 33965 - ALARM WIRING DIAGRAM 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2SKU# 33965 - ONE-LINE DIAGRAM 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1SKU# 33965 - DC POWER WIRING DIAGRAM 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.3SKU# 33965 - AC POWER WIRING DIAGRAM UPPER LEVEL TERMINALS LOWER LEVEL TERMINALS BLACK RED L2L1 FIELD WIRING 24OVAC SINGLE PHASE 60Hz 200A MAX TOCAB MGB DCPP REAR VIEW AC POWER CONNECTIONS SHELF 2 SHELF 1 BLK RED L1 L2 GRNG MDL 1&2 TO HEATER RELAY BLK RED L1 L2 GRN G MDL 1&2 BLK RED 3 GREEN WIRES 240VAC DINRAIL ASSEMBLY 3 BLK RED BLK RED BLK RED 1OA 1OA 1OA ON ON ON ON ON ON CABINET HEATER BATTERY HEATER OPT EXPANSION CABINETBLK RED L1 L2 BLK RED L1 L2MDL 3&4 GRN MDL 5 G MOL 5 MDL 3&4 GRNG BLK RED L1 L2 BLK RED L1 L2 2 2 2 2 2 2 DC DISTRIBUTION-DOOR OPEN FROM VIEW "TIER"1 "TIER"2 THERMAL SYSREM DAC AND HEATER FUTURE USE FUTURE USE FUTURE USE ALM 10A DC DISTRIBUTION TERMINALS "TIER"1 OF 4(SIDE VIEW) DAC DOOR PWR 25A FUTURE USE 10A FUTURE USE 10A FUTURE USE 10A FRONT 1 BLK RED 1 TO CABINET DC FUSE BLOCK REAR DC-48V HOT BUS (CB FROTECTED) DC RETURN BUS OV(+) 1212 JUMPER JUMPER CB AMARM PIN AND SWITCH ORIENTATION "OFF" CB AMARM PIN AND SWITCH ORIENTATION "OFF" OBSERVE CORRECT ALARM PIN ORIENTATIONMID TRIPMID TRIP ALM 25AMID TRIP MID TRIP MID TRIPALM 10AALM 10AALM 10A"TIER"3 "TIER"4 THERMAL SYSREM DAC AND HEATER FUTURE USE FUTURE USE FUTURE USE ALM 10A JUMPER JUMPER CB AMARM PIN AND SWITCH ORIENTATION "OFF" CB AMARM PIN AND SWITCH ORIENTATION "OFF"MID TRIPMID TRIP ALM 25AMID TRIP MID TRIP MID TRIPALM 10AALM 10AALM 10ANOTE: DIAGRAMS PROVIDED ARE PER MANUFACTURER INSTALLATION GUIDE (E) 100A PPC (E) CONDUIT FROM POINT OF UTILITY CONNECTION. (E) (1) #4 CU, 3/4" C. TO GROUNDING SYSTEM (VIF) PANEL A WP (E) 100A GENERATOR RECEPTACLE (E) (3) #3/0 & (1) #6 GRD, 2" C (VIF) (N) 0 AWG GRD, 2" C TVSS AC FAIL RELAY PURCELL HPL3 600A SITE SUPPORT CABINET (N) PURCELL HPL3 6000A BATTERY CABINET (BATTERY BACKUP) (N) (1) #2 AWG 3/4" C TO (E) GROUNDING SYSTEM AL 1DOOR ALM RTN AL2 DAC ALM RTN AL3 HTR ALM RTN AL4 DC ALM RTN AL5 DC MAL RTN AL6 AC PWR HULOW RTN AL7 BAT CAB DOOR RTN AL8 BAT CAB DAC RTN AL9 BAT CAB CBALM RTN AL10 RTN AL11 RTN AL12 RTN DC ALM DC MIN DC MAJ AC MAINS HI /LOW ALARM AL3 ALARM CABLE DC PP ALM RLY PIN AL3 RTN AL4 AL4 RTN AL5 AL5 RTN BLUE BLU/WHT ORANGE ORG/WHT GREEN GRN/WHT K10-NC K10-C K11-NC K11-C K9-NC K9-C 73 74 76 77 70 71 GRN/WHT GRN ORG/WHT ORG BLU/WHT BLU BLK RED BLK RED BLK RED (BROWN PAIR NOT USED) 70 71 73 74 76 77 GRN BLU GRN WHT BLU WHT ORG ORG WHT DC ALARM WIRING CODEX ALARM MODULE INSIDE FRONT DISTRIBUTION COVER HEATER ALARM HEATER DOOR OPEN DETECT SWITCH BLK RED C NC NC 1 2 C NC NC DOOR ALARM SWITCH BLK RED HEAT J8 J9 J7 J6 J3 J2J4 J1 DAC ALARM COOLSW1 J8 J9 J7 J6 J3 J2J4 J1 DOOR ALARM DAC ALARM 1 HEATER ALARM 1 DC POWER ALARM 1 ALARM CABLE 1 SW1 K 11K 10K 9 PURCELL HPL3 EXPANSION CABINET TO 1/E-1.0 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A ELECTRICAL DIAGRAMS E-2.222"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.2SKU# 33965 - DC HEATING AND COOLING WIRING DIAGRAM 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.1SKU# 33965 - DC FUSE BLOCK WIRING DIAGRAM 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.3SKU# 33965 - DC CABINET DOOR LIGHT POWER WIRING DIAGRAM LIGHT ASSEMBLY RED BLK LIGHT SWITCH RED BLK BLK BLK RED BLK DOOR OPEN DETECT TO HEAT CONTROLLER FROM DIN DISTRIBUTION 2 C C NC NC NC NC 1 TO DOOR UPPER FAN TO DOOR LOWER FAN V+ V- V+ V- V + RED RED RED V -48 BLACK BLACK BLK BLK RED FROM DC PLANT 25A TO LED LIGHT DC DISTRIBUTION (BLACK WIRE JUMPERS TO FUSE POSOTIONS REMOVED FOR CLARITY)UPPER FAMLOWER FAMCAB LIGHTCOOL CONTROLLERHEAT CONTROLLER15A15A5A5A5AFROM DC DIN DISTRIBUTION FROM DOOR FROM DC DIN DISTRIBUTION FROM DOOR RED BLACK BLACK BLACK RED RED TO HEATER ELEMENT ACPWR FROM CIRCUIT BREAKER Door Open Detect HEATER ALARMDAC ALARM J7 J8 J9COOL COOL J8 J9 J7 J8 J3 J2 J4 SW1 J1 SW1 J1 HEAT J8 J9 J7 J8 J3 J2 J4 ALARM BLOCK TO CABINET DAC (COOLING) CONTROLLER COHN FUNCTION JI PIWR IN J8 DELTA T JUMPER J9 OUTSIDE TEMPETATURE J7 DACFAN (LOWER) J6 DACFAN (UPPER) J3 J2 J4 ALARM COOLING INHBIT HEAT REQUEST HEATER CONTROLLER COHN FUNCTION JI PIWR IN J8 J9 J7 UNUSED J6 HEATER FAN J3 J2 J4 ALARM COOLING INHBIT HEAT REQUEST DOOR SW INPUT HEATER REALY CONTROL SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A TYPE GTTYPE VV TYPE GY TYPE VS TYPE TA TYPE VN TYPE GL TYPE PT TYPE GR TYPE VB TYPE NC TYPE SS TO GROUND RING WEATHERPROOFING KIT (TYP) STANDARD GROUND KIT (TYP) SEE NOTE. #6 AWG COPPER ANTENNA GROUND BAR, ATTACHED DIRECTLY TO TOWER WITHOUT ISOLATOR. NO WELDING OR DRILLING PERMITTED. JUMPER REQUIRED ONLY FOR 1-5/8"Ø COAX OR FOR EASE OF CONNECTION (TYP) CONNECTOR WEATHERPROOFING KIT (TYP) SEE NOTE 2 RX2 TX1/RX1 TO ANTENNAS ANTENNA CABLE TO BTS EQUIPMENT (TYP) 3 E-3.0 CABLE CONNECTOR #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 AND 2 CABLE GROUND KIT WEATHERPROOFING KIT (SEE NOTE 3) ANTENNA CABLE TYPICALLY 12" TO 24" 120" MAX 2 1/2" Ø MAX TWO HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16x1/4" STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE *TWO HOLE LUG, TO BE USED WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, TO ANTENNA STRUCTURE, BUILDING RING GROUND OR MGB COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED P A N I PANI SCHEME SPECIFICATIONS: PRODUCER (P) CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR (MDFB), AND STANDBY ENGINE GENERATOR SET FRAME AND OTHER NOISE PRODUCING EQUIPMENT. ABSORBER (A) CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLIC WATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND SYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUND. NON-ISOLATED (N) CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ) SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH CBN AND IBN EQUIPMENT ISOLATED (I) CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB) FOR IBN EQUIPMENT *GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. NEW COAXIAL GROUND KITS W/LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) NEW 4"x20"x1/4 THK COPPER GROUND BAR INSTALLED BY GENERAL CONTRACTOR #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE-GL) 20" MGB OR 10" ANTENNA AGB FIELD VERIFY 4"1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2.GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO HOLE LUG. 3.WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2.WEATHERPROOFING SHALL BE ANDREWS. (TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) 1.COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL. 2.ALL EXISTING & NEW TOWER GROUNDING BARS SHALL BE ATTACHED DIRECTLY TO THE TOWER WITHOUT ISOLATORS. NO WELDING OR DRILLING PERMITTED. 3.EXISTING HOME RUN GROUND(S) TO BE REMOVED. 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.6TYPICAL CALDWELD CONNECTIONS 22"x34" SCALE: N.T.S.11"x17" SCALE: N.T.S.5NOT USED4ANTENNA GROUND BAR 22"x34" SCALE: 1 1/2" = 1'-0"11"x17" SCALE: 3/4" = 1'-0" 3CABLE GROUNDING DETAIL 22"x34" SCALE: 2" = 1'-0"11"x17" SCALE: 1" = 1'-0"2GROUND BAR CONNNECTION 22"x34" SCALE: 1" = 1'-0"11"x17" SCALE: 1/2" = 1'-0"1GROUND BAR 22"x34" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0" GROUNDING DETAILS E-3.0 SHEET NUMBER SUBMITTALS DATE: DRAWN BY: CHECKED BY: SITE DESCRIPTION BYDATE SHEET TITLE REV 2649 S. STAR LAKE ROAD FEDERAL WAY, WA 98003 4-9-21 PPK RBH 1 4-9-21 PRELIMINARY ZONING PPK 2 4-26-21 FINAL ZONING PPK 3 4-28-21 PRELIMINARY CONSTRUCTION PPK 4 6-10-21 RPCD: DESIGN CHANGE PPK 5 6-24-21 RPCD: DESIGN CHANGE PPK 6 7-12-21 FINAL CONSTRUCTION PPK APPROVAL STAMP www.LDCcorp.com 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893T 425.806.1869 Sur vey ing Engineer ing Pla nn ing Woodinville 1851 Central Pl S, #101 Kent, WA 98030 Kent RICHARD B. HALL STATE OF WASHINGTON 8828 REGISTERED ARCHITECT HERITAGE WOODS PARK HGHLN WTR DT - SE52XC241 SPRINT RETAIN SE04227A