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HomeMy WebLinkAboutST - 14240 INTERURBAN AVE S - VERIZON WIRELESS - STORAGE TANKSTANKS) UNDERGROUND STORAGE TANKS (UST) I ABOVE GROUND STORAGE TANKS (AST) 14240 INTERURBAN AVE S PARCEL NUMBER(S) 3365901881 RELATED PERMIT NUMBER(S) NO PERMIT NUMBERS, SCALED PLANS ONLY INTERRUB CONSTRUCTION DRAWINGS 14240 INTERURBAN AVE: S TUKWILA, WA 98168 PROJECT SUMMARY THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: 1. PROPOSED ADDITION OF A WIRELESS TELECOMMUNICATIONS FACILITY TO THE ROOFTOP OF A BUILDING 2. PROPOSED VERIZON WIRELESS OUTDOOR EQUIPMENT MOUNTED ON 11'-0" X 26'-O" STEEL PLATFORM WITHIN 15-0" X 30-0" LEASE AREA / SCREEN WALL (TO MATCH EXISTING BUILDING AESTHETICS). 3. PROPOSED INSTALLATION OF A 30 KW GENERATOR ON CONCRETE PAD LOCATED ON GRADE WITHIN 8'-0" X 16'-0" WOOD FENCE ENCLOSURE. 4. PROPOSED INSTALLATION OF TWELVE (12) PANEL ANTENNAS, (12) RRH, (3) SURGE PROTECTOR . AND (1) GPS ANTENNA ON THE ROOFTOP OF AN EXISTING BUILDING. 5. PROPOSED INSTALLATION OF 200A ELECTRICAL SERVICE AND FIBER SERVICE FOR VERIZON WIRELESS EQUIPMENT. PROJECT VICINITY & AREA MAPS SITE INFORMATION SITE ADDRESS: 14240 INTERURBAN AVE. S TUKWILA, WA 98168 LATITUDE: LONGITUDE: DATUM: SOURCE: JURISDICTION: PARCEL NUMBER: ZONING CLASSIFICATION: GROUND ELEVATION: TOP OF (E) ROOFTOP: TOP OF (N) ANTENNAS: TOP OF (N) SCREEN WALL: OCCUPANCY GROUP: CONSTRUCTION TYPE: 47' 28' 34.37" N (47.476215) (BETA SECTOR) 122° 15 24.45" W(122.256793) (BETA SECTOR) NAD 83 1A (BETA SECTOR) CITY OF TUKWILA 3365901881 CLI 26.1' AMSL 31'-6" AGL t 39'-6" AGL t 39`-6" AGL U II -B DRIVING DIRECTIONS FROM SEATAC INTERNATIONAL AIRPORT: 1. START OUT GOING SOUTH ON INTERNATIONAL BLVD / WA -99S (.06 MI) 2. TAKE THE SEA -TAC AIRPORT RAMP (1.5 MI) 3. MERGE ONTO WA -518 E TOWARD 1-5 / SEATTLE /1-405 / TACOMA (1.6 MI) 4. TAKE 1-405 N TOWARD RENTON (.9 MI) 5. TAKE THE WA -181 SAN VALLEY HWY, EXIT 1. TOWARD TUKWILA (.2 MI) 6, TURN LEFT ONTO W VALLEY HWY / WA -181 / INTERURBAN AVE S (1.2 MI) 7. SITE IS ON THE RIGHT ESTIMATED TIME: 10 MINS ESTIMATED DISTANCE: 5.44 MILES W S LEGAL DESCRIPTION SEE SV -1 SHEET. UTILITY COMPANIES POWER: PUGET SOUND ENERGY PH: 800.225.5773 TELCO/FIBER: CENTURY LINK PH: 600.350.1044 GOVERNING CODES GOVERNING CODES IBC -2012, INTERNATIONAL BUILDING CODE WI LOCAL AMENDMENTS NEC -2008. NATIONAL ELECTRICAL CODE A.D.A. COMPLIANCE INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. PROJECT CONTACTS DRAWING INDEX APPLICANT VERIZON WIRELESS 3245 158TH AVE MS 231 BELLEVUE, WA 98008 PROPERTY & TOWER OWNER I VESTMENT P "? #520' PRINCIPAL ENGINEER, NETWORK CONSTRUCTION VERIZON WIRELESS 3245 158TH AVE MS 231 BELLEVUE. WA 98008 MICHAEL GALLAGHER PH: 206.715.0014 ZONING AND PERMITTING CONSULTANT CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 TAMI DREW PH: 425.828.1008 SITE ACOUISIIION CONSULTANT CASCADIA PM 733 SEVENTH AVE. SUITE 209 KIRKLAND, WA 98033 BOB DICKSON PH:425.466.0061 SURVEYOR SITE SURVEY AND MAPPING, INC. 4906 ALPEN GLOW PLACE NW ISSAQUAH, WA 98027 PH: 425.644.2076 STRUCTURAL ENGINEER VECTOR STRUCTURAL ENGINEERS 9138 S STATE ST., SUITE 101 SANDY, UT 84070 ROGER T. ACWORTH, S.E. PH: 801.990.1775 ("coot Vrli ri afg DESCRIPTION T-1.0 TITLE SHEET SV -1 TOPOGRAPHIC SURVEY A-1.0 OVERALL SITE PLAN A-2.0 ENLARGED ROOF/SITE PLAN A-2.1 OVERALL BUILDING STRUCTURAL GRID A-3.0 SOUTEAST AND SOUTWEST PROPOSED ELEVATIONS A-4.0 EQUIPMENT DETAILS A-5.0 ANTENNA DETAILS A-5.1 ANTENNA & EQUIP. DETAILS A-6.0 FENCE DETAILS A-7.0 CONSTRUCTION DETAILS A-8.0 GENERATOR DETAILS A-8 1 GENERATOR DETAILS A-9.0 SIGNAGE DETAILS S-1.0 STRUCTURAL DETAILS S-2.0 STRUCTURAL DETAILS S-3.0 STRUCTURAL DETAILS E-1.0 SITE ELECTRICAL PLAN 8-2.0 ENLARGED ELECTRICAL PLANS E-3.0 ELECTRICAL DETAILS & ONE -UNE DIAGRAM 6-4.0 ELECTRICAL DETAILS & PANEL SCHEDULE GN -1 GENERAL NOTES GN -2 GENERAL NOTES GN -3 GENERAL NOTES GN -4 GENERAL NOTES THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY CORPORATION SERVICES IS STRICTLY PROHIBITED, ljytp -44 L APPROVAL LIST TITLE SI MATURE DESCRIPTION PROPERTY OWNER e}{`,�'q''� 't yDDATE 61/} 3°i i4 VERIZON REPRESENTATIVE I 09-25-14 PROJECT MANAGER STRUCT. REV 4 SITE ACQUISITION GS/GS IL COMMENTS ZONING CONST. MANAGER RF ENGINEER AAV MANAGER 14240 INTERURBAN AVE S AST 68-15 veri nwireless Cascadia PM 3322 SOUTH BAY ROAD NE .-' OLYMPIA. WA 98506 PH: 360.438.8002 \VECTOR a n s i n a s we CPM PROJECT NO.: 5406 PRELIMINARY NO DATE 0/CDESCRIPTION DESCRIPTION 2 09-19-14 GS/GSA LL COMMENTS 3 09-25-14 GS/GS STRUCT. REV 4 09-29-14 GS/GS IL COMMENTS SUBMITTAL NO DATE DIC DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE TITLE SHEET U N. ADJACENT ZONING CLI N > r ADJACENT ZONING SF-NRL I PARCEL NUMBER: 3365901881 AREA: 5.82 ACRES ( VERIZON WIRELESS PROJECT AREA SEE SHEET A-2.0 \\N\ '"\ \ s. (E) PARKING AREA 1- • • • • o'/ y�I I �Iliijll (E) UPPER ROOFTOP 0. / (5) PARKING AREA i APPROX. LOCATION OF LESSEES INGRESS/EGRESS. FROM INTERURBAN AVE S (E) SUBJECT PROPERTY LINE (TYP) N ' (E) LOWER ROOFTOP ADJACENT ZONING CLI (5) SECURED ROOFTOP ACCESS HATCH: (N) ACCESS TO ROOFTOP EQUIP. AND ANTENNAS (E) T -MOBILE FENCED EQUIPMENT AREA AT GRADE DRAWING LEGEND NO -- - - SUBJECT PROPERTY LINE - - - ADJACENT PROPERTY LINE - - LEASE AREA — — -- — — — — — ACCESS EASEMENT CF COAX/FIBER ROUTE COAX COAX ROUTE F FIBER ROUTE P POWER ROUTE TELCO TELCO ROUTE ROUTE P/T POWER/TELCO E E ----- E ------ EXISTING ELECTRICAL EXISTING FENCE ELEVATION MARKER WSECTION MARKER COMMON ABBREVIATIONS (5) EXISTING (P) PROPOSED (N) NEW ABBREVIATIONS CONTINUED (TYP) TYPICAL ON SHEET G-4 RE: REFERENCE NOTE: SITE PLAN DERIVED FROM: EXISTING DRAWINGS, GIS, AERIAL. IMAGES AND SITE PHOTOS. (N) 30KW GENERATOR ON 4'-0" X 8'-0" CONC. PAD AT GRADE WITHIN 8'A"x16'-D" WOOD FENCE ENCLOSURE; (5) 3" 0 MAPLE TREE TO BE REMOVED TO ACCOMMODATE INSTALLATION: -CO' T(iAC ifft 3 i t..Ai. AIIEt4L0 , ,a • ADJACENT ZONING RVR (E) BUILDING (TYP) (E) SIDEWALK (TYP) W 16.22. OVERALL SITE PLAN SCALE: 1" = 80'-0"(11X17) SCALE: 1" = 40'-0" (22X34) 0' 40' 80' 165 Peri ellwiretess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR ,yam s n a i n a a w s CPM PROJECT NO: 5405 PRELIMINARY NO DATE D/C DESCRIPTION 2 09-19-14 GS/GS LL COMMENTS 3 09-25-14 GS/GS STRUCT. REV 4 09-29-14 GS/GS LI COMMENTS SUBMITTAL NO DATE 0/C DESCRIPTION 0 07-30-14 TT/GS SP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA. WA 96168 SHEET TITLE OVERALL SITE PLAN SHEET NO. A-1.0 I (E) PARKING AREA (N) VERIZON WIRELESS GAMMA SECTOR ANTENNAS (TYP OF 4) (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR) Ali (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4) (E) T -MOBILE ANTENNAS AND PARAPET MOUNTED ANCILLARY EQUIP. (TYP) (E) T -MOBILE ROOFTOP CABLE TRAY (TYP) APPROX. LOCATION OF (E) ELECTRICAL ROOM ON 1ST FLOOR (E) SKYLIGHT (N) FIBER AND POWER ROUTE FROM 1ST FLR. ELECT, ROOM (N) FIBER AND POWER ROUTE ON NON -PENETRATING SLEEPERS ROUTED BELOW PLATFORM TO UTILITY H -FRAME (E) UPPER ROOFTOPJ (E) LOWER ROOFTOP VERIZON RF "S(G1/45REQUIRED AT THIS; LOCATIONPER.A-9.t) ' WIDE PAINTED YELLOW STRIPE ON ROOF DECK 3" BEHIND AND AT SIDES OF ANTENNAS (N) VERIZON WIRELESS 12" WIDE CABLE TRAY ON NON -PENETRATING SLEEPERS TO GAMMA SECTOR - ± 90'-0" (E) ROOFTOP MOUNTED HVAC EQUIP. (TYP) 'I1ERSZOP4RFS€GNS REQUIRED ATTt1IS' LOCATION PER.A-9.0: 3' WIDE PAINTED YELLOW STRIPE ON ROOF DECK 3`', BEHIND AND.AT SIDES OF ANTENNAS. (N) VERIZON WIRELESS 12" WIDE CABLE TRAY ON NON -PENETRATING SLEEPERS TO ALPHA SECTOR - ± 130'-0" F/P (N) STEEL I -BEAMS BELOW EQUIP PLATFORM, SPANNING (E) GLU-LAM BEAMS BELOW (N) VERIZON WIRELESS EQUIPMENT CABINETS MOUNTED ON 11'-0"X26'-0" STEEL PLATFORM WI SCREEN WALL (TO MATCH (E) BUILDING AESTHETICS) (N) VERIZON WIRELESS GPS ANTENNA (N) VERIZON WIRELESS UTILITY H -FRAME ,VERIZON RF SIGNS REQUIRED Ar Tk1S' t.00A1ION PER ABB: WIDE PAINTED YELLOW STRIPE ON ROOF DECK 3` BEHIND ANDAT SIDES OF ANTENNAS; (N) VERIZON WIRELESS BETA SECTOR ANTENNAS (TYP OF 4) (N) VERIZON WIRELESS 12" WIDE CABLE TRAY ON NON -PENETRATING SLEEPERS TO BETA SECTOR - ± 80'-0" (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4) (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR) VIP (N) VERIZON WIRELESS ALPHA SECTOR ANTENNAS (TYP OF 4) (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR) (N) VERIZON WIRELESS RRU'S MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF 4) (E) PARKING AREA (B) SECURED ROOFTOP Access HATCH; (N) ACCESS TO ROOFTOP EQUIP. AND, ANTENNAS: VERIZON RF SIGNS RUIRED AT TIS ROOF ACCESS PER Ay -9.0. WO -I VERIZON REQUIRED RF SIGNS LEGEND a CAUTfON RE 5190. NOTES: 1. EPROPOSED ANTTSNNAS A VD ALL MIUNT ZING NAB WARE TG BE PAINTED TO MATCH EXISTING STRUCTURE. VERIFY 2. CONTRACTOR TO VERIFY (N) SECTORS & AZIMUTHS WITH RF ENGINEER PRIOR TO INSTALLATION. 3. PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY CONDITION OF STRUCTURE AT PROPOSED MOUNTING LOCATION TO ENSURE EXISTING CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. 1 ENLARGED ROOF/SITE PLAN SCALE: 1/16" = 1'-0" (11X17) SCALE: 1/8" = 1'-0" (22X34) 0' 8' 16' 32' MS MI 111 verizenwiretess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR ■ r10111111111• CPM PROJECT NO.: 5406 PREUMINARY NO. DATE D/C DESCRIPTION 2 09-19-14 GS/GS LL COMMENTS 3 09-25-14 GS/GS STRUCT. REV 4 09-29-14 GS/GS LL COMMENTS SUBMITTAL NO OATS DIC DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE S TUKWILA, WA 98168 SHEET TITLE ENLARGED ROOF/SITE PLAN SHEET NO. A-2.0 270'-0" 30'-0" 30'-0" G 30'-0" 30'-0" 30,-0" 30'-0„ 30'-0" Cascadia PM ALL ANTENNAS MUST REMAIN WITHIN BLOCKED 30'-0" BAY, TYP, L I I . - 7--rl-r-r-I^- I - -+ 1-4- -+-- 1 LJ_L�1_L 3322 SOUTH BAY ROAD NE OLYMPIA, WA 95506 PH; 360.438.8002 VECTORa (E) 8-3/4"x39" GL BEAM 18"TJJ55@ 4'-0" O.C., TYP. (E) JOISTS @ 4'0"O.C..TYP (E) 8-314"x39" CANTL GL BEAM (24F -V4) (6) HSS 8"x8"x714" CONTINUOUS BUILDING COLUMN TO 9'-6" SQ. MAT END. BELOW (2000 PSF MIN. ALLOWABLE BEARING) W! 1S-6" MAX UNBRACED LENGTH CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE WC DESCRIPTION 2 09-19-14 GS/GS LL COMMENTS 3 09-25-14 GS/GS STRUCT REV 4 09-29-14 GS/GS LL COMMENTS SUBMITTAL NO DATE WC DESCRIPTION 0 07-30-14 TT/GS 8P SUBMITTAL (E) JOISTS @ 4'-0" O.C., TYP (E) OR (N) 3X4 BLKG @ 4'-0" O.C., TYP. AS SHOWN SITE NAME INTERRUB (E) GRID-LINE OF BUILDING STRUCTURE (TYP) TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. 5 TUKWILA, WA 98168 SHEET TITLE OVERALL BUILDING STRUCTURAL GRID OVERALL BUILDING STRUCTURAL GRID 10' 20' 40' SHEET NO. A-2.1 SCALE: 1" = 16-0" (22X34 ksfi ����5 4-��—bj/s 1� i l ■ vert liwiro!ess NOTE: An PROPOSEDWARTO ANTENNASIAND ALLOMOUNTING XI HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE. VERIFY PAINT MANUFACTURER AND WITH OWNER. (N) VERIZON WIRELESS ANTENNAS 1417 (TYP OF 4 PER SECTOR,TOTAL OF 12) (N) VERIZON WIRELESS SURGE (N) VERIZON WIRELESS EQUIPMENT (N) VERIZON WIRELESS RRU'S SUPPRESSOR MOUNTED CABINETS MOUNTED ON 11'-0"X26'-0" ilk MOUNTED BEHIND PARAPET WALL TO BEHIND PARAPET (TYP OF 1 STEEL PLATFORM WITHIN 18-0" X Cascadia PM 3322 SOUTH BAY ROAD YMPIA LVA 9506 NE PH: 360.438.8002 VW VW BOTTOM OF ANTENNA PIPE PER SECTOR. TOTAL OF 3) 30'-0" LEASE AREA /SCREEN WALL (TO (TYP OF 4 PER SECTOR, TOTAL OF 12) AI MATCH (E) BUILDING AESTHETICS) r f aifZ43E+�ilEt S. 3EC P..SG N i 41'l' Tair 01.6 ]YI 0-6 OL 40'-6 AGL — ------------- ---- -- AL (N) TOP OF VERIZON WIRELESS ANTENNAS I rrr111--- 39'-6" AGL r L (E) TOP OF ROOF PARAPET WAL11:2'.--------.. W'p�' I ' ��IR 33'-6" AGL $ • _ (E) T-MOBILE ANTENNAS (TYP) WI (N) EV l *nioinir9E1 — VERIZON ANTENNAS BEYOND (E) TOP OF ROOF DECK 3V-6" AGL (E) T-MOBILE ANTENNAS (TYP) W/ (N) VERIZON ANTENNAS BEYOND T Attie• Q 18 TOP OF BLDG. LOWER ROOF .,, 18'-0" AGL E � ) `' t[ � `ti.V''''`l ..CO a N " O4r^- r+: / 1f '�O XCL e:-y y. W Gr,: o�S 4171 E�a� ER" - Ay]--r --4> /� ...1311, -- /� .vev�LlrP _- =yr -: y� Q. Rdf�. ,e :, yi ,/'ng�, ::^: '_' ',fb'1 - .dy.�.= -lf%-� - 4, (E) GRADE (26.1' AMSL) I I Ala 0'-0" AGL 9/29/14 s(ONAL SCALE:. 1" = 20'-0" (11X17) 0' 10' 20' 40' CPM PROJECT NO.. 5406 1 SOUTHWEST ELEVATION SCALE.1"=10'-0-(22x34) • MI IN PREUMINARY NO. DATE OIC DESCRIPTION NOTE: 2 09-19-14 GS/GS LL COMMENTS 3 08-25-14 GSIGS STRUCT REV PROPOSED HARDWARE STRUCTURE. FINISH ANTENNAS AND ALL MOUNTING TO BE PAINTED TO MATCH EXISTING VERIFY PAINT MANUFACTURER AND WITH OWNER. 4 09-29-14 GS/GS LL COMMENTS SUBMITTAL NO. DATE DIC DESCRIPTION (N) VERIZON WIRELESS ANTENNAS An 0 07-30-14 TT/GS BP SUBMITTAL SR'E NAME MI (N) VERIZON WIRELESS SURGE (TYP OF 4 PER SECTOR, TOTAL OF 12) migy TMOBILE ANTENNAS (TYP) (N) VERIZON WIRELESS EQUIPMENT VW SUPPRESSOR MOUNTED BEHIND (N) VERIZON /pDLSwALL WIREESS AI(E) TO I NTE R RU B TAX ID NO.: r(tcibe OF vt-Wit yN,y „E" "$NItor ikee j;( STEEL PLATFORM WITHIN 15%0" X 30'-0" SECTOR, TOTAL OF 3) BOTTOM OF ANTENNA PIPE MAST 40'-6" AGL \ LEASE AREA !SCREEN WALL (TO MATCH (E) BUILDING AESTHETICS) (TYP OF 4 PER SECTOR, TOTAL OF 12) (N) TOP OF VERIZON WIRELESS ANTENNAS 39' 6" AGL (E) OF ROOF PARAPET WALL . 4,' (tj'F 1 1 4 ri (sr it f'I_ 3365901881 SITE ADDRESS AL TOP L •°Jj— ` (E) TOP OF ROOF DECK # 31'-6" AGL /0 ///'0 /% 0 0 0 f �/ Y/ 0 0 /' ••0/' , 0%/ ��/� 14240 INTERURBAN AVE. S TUKWILA, WA 98168 (E) TOP OF BLDG. LOWER ROOF I 18,_0.. AGL I •- , ''IS f �6 . • I �.v e` ><iy � `k, . u, �k•' SHEET TITLE � x 4- k ^ • s AND SE SW ELEVATIONS .'4i (� �F _ Ali ' Vit, r;�i,Y1k '`�-'•'.tit. 1 I I;- 1!I ,-' / / �I1 II€� Eiu: ((E)GRADE 126.1'AMSL) (N) 30KW GENERATOR AT GRADE ENCLOSURE:(E) REMOVED w--- kdibi3 Int;'LAcgw4r WITHIN TO ON 8'-0"X16'-0" 3"0 ACCOMMODATE TU dobRatalt 4'-0" X 8-0" MAPLE INSTALLATION: mpLAGeta CONC. WOOD TREE TWA PAD FENCE TO BE LL ai T we) (j) _ tett $P.RE R€laid �lVOi:)ta` T-N1001I,E APT. • (E) T-MOBILE EQUIPMENT iG 'i FI ICED) TtPg FENCED AREA AT GRADE SHEET NO. SCALE 4"=20'-0"(,1X17) 0' 10' 20' 40' 2 SOUTHEAST ELEVATION SCALE: 1" = 10'-0" (22X34) umommomm a�MIIMIIIIIIIMIIIIII 4-��—bj/s FLEXENT MODULAR CELL 4.014.08 PRIMARY CABINET BATTERY CABINET, 48V. VRLAITEC veri onwireless WITH HEAT EXCHANGE TOP SOLAR SHIELD 39.0" nom— I - HEAT EXCHANGER 0 it ( —If inn .. 1 Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98505 PH: 360.438.8002 ---- __am®ver��r °Ell ....�....__-----, 36.0" 35.4" ....m II 1.ru Lid1 u T� 0 PENS IN, 2a - p • VECTOR • I _ 0 \ FRONT VIEW SIDE VIEW II!TOP VIEW ,` \ 2" HUB 1 COUPLING / FRONT VIEW SIDE VIEW TOP VIEW EQUIPMENT CABINETS HEAT f CENTERED &ANCHORED ON EXCHANGER 1 -BEAMS -SEE 4/A 4.0 (TYP} / Lh1_i 4 Mr CL Irt U.I I! 41725 9/29/14 `psJt?NAL SCALE: NTS (11X17) SCALE: NTS (11X17) OUTDOOR PRIMARY EQUIPMENT CABINET SCALE: NTS (22X34) 2 OUTDOOR BATTERY CABINET,�'`� SCALE: NTS (22X34)• VERIZON WIRELESS EQUIPMENT INFORMATION EQUIPMENT DIMENSIONS WEIGHT CPM PROJECT NO.: 5406LUCENT MODCELL 4.08 72 H X 35.4'14 X 40"D 1,090 lbs PRELIMINARY COMMSCOPE RBA72.36 BATTERY CABINET 72"H X 36"W X 39"D 3900 lbs NO. DATE DIC DESCRIPTION 2 09-19-14 GSiGS LL COMMENTS �w� ERICSSON 6101 77"H X 28"W X 28"D 975 ibs 3 09-25-14 GS/GS STRUCT. REV 4 09-29-14 GS/GS LL COMMENTS ERICSSON RBS 8101 WI BBU VERIZON WIRELESS GENERATOR ([@ GROUND LEVEL) INFORMATION SUBMITTAL NO. DATE 0/C DESCRIPTION MTU 30kW W/210 4,600 lbs 0 07-30-14 TT/GS BP SUBMITTAL GALLON DIESEL TANK 9211 X 110"W X 40" D (WET) iliMnareLLEFM ,/ / — --ialiaisii / r-1 ...._ SITE NM MIIIIIIMEIRIE 4—.W Mir' Immommaimmo 'a. NM imilliElni5 INTERRUB TAX (D NO.. . — . :...:� B >� ...-.3'S'7.. =OP1,===="-- 1 10" 0 0 \. J I7 BATTERY BATTERY 3365901881 SITE ADDRESS 'Y�--_ ;. MW7MISC 11 LTE CABINET CABINET PRIMARY PRIMARY :: CABINET (GROWTH) CABINET ii(GROWTH) LTE CABINET /cRowrEly CABINET :-- E ii Jr as �--�--•-ice M = �s-'-mn _ ET TUKVVfLA, A 98168 .,.,8...p.., 28.0" !J g� . xt. I I I ( ���m I �� NMI SHEET TITLE FRONT VIEW SIDE VIEW TOP VIEW *lisingmegami _ . EQUIPMENT DETAILS w _ lid- ■ . _WIRMiiiii .— _ ., X1---1 - .. ', 31 3 SLAT w 14111 15 iaursq u !n III i� II II I SHEET NO. IE ESE ai. A' " SCALE: NTS (11X17) ROOFTOP SCALE: NTS (11X17) 3 OUTDOOR LTE CABINETSCALE: NTS (22X34) 4 EQUIPMENT LAYOUT DETAILS - PLATFORM SCALE: NTS (22X34) P -s-74--64- -/Li vcr In �/R vel iO■wireles LENGTH € C CABLE NOTES: MANUFACTURER: AMPHENOL ANTEL, INC 1. COAX/HYBRID CABLE LENGTHS ARE PART NUMBER: HT4C6318X000 APPROXIMATE. CONTRACTOR TO FIELD VERIFY LENGTH: 94.9" LENGTHS PER FINAL CONFIGURATION AND LENGTI: 20.7" STRUCTURE MOUNTED ROUTING. DEPTH 7.4" 2. ALL COAXIAL/HYBRID CABLE INSTALLATION SHALL WEIGHT_ 68.0 LBS CONFORM TO CURRENT VERIZON WIRELESS WEIGHT W/ HARDWARE: 83.2 LBS STANDARDS. 3. ALL COAXIAL/HYBRID CABLE CONNECTIONS TO BE MOUNTING PIPE DIAMETER 02.36"-4.72" WEATHERPROOFED. MOUNTING HARDWARE PART# 36210008 4. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. ALL Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360438.8002 COAXIAL/HYBRID CABLES TO BE MARKED WITH MANUFACTURER AMPHENOL ANTEL, INC PART NUMBER: WWX063X13X00 LENGTH: 51.1" COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. 5. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS SIDE VIEW FRONT VIEW WIDTH: 12.0" DEPTH 7.1" CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING). i ) WEIGHT: 25.7 LBS WEIGHT WI HARDWARE; 35.7 LBS \\\ ���®� ■ n • 1 n • ■ e • WIDTH 1 MOUNTING PIPE DIAMETER 02.0" -4.5" ANTENNA NOTES: 1_ REFERENCE OWNERS MANUAL FOR TOP VIEW TOP MOUNTING HARDWARE PART# MKSO9T01 CONNECTION AND MOUNTING INFORMATION FOR AMPLIFIER IF REQUIRED. 2. CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS W/ CLIENT REPRESENTATIVE PRIOR TO COMMENCING INSTALLATION. 3. PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY SUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION,C 4 PROPOSED ANTENNAS ANDALL MOUNTINGS HARDWARE TO BE PAINTED TO MATCH EXISTING; STRUCTURE. VERIFY PAINT MANUFACTURERS AND FINISH WITH OWNER., CO W )4 CV '� v 1 . a UJ f`' (% acs 417�25GQ E SCALE: NTS (11X17) SCALE: NTS (11X17) 2 NOT USED SCALE: NTS (22X34) 1 PANEL ANTENNA SPECIFICATIONS SCALE: NTS (22X34) 9/29/14 '�ZONALY ANTENNA MOUNTING HARDWARE 3-1/2" SCH. 40 ANTENNAMOUNTPIPE SUPPLIED BYANTENNA MNFMECH. CPM PROJECT NO.: 5405 PRELIMINARY NO DATE OIC DESCRIPTION 2 09.19-14 GS/GS LL COMMENTS 3 09-25-14 GS/GS STRUCT. REV 4 09-29-14 GS/GS LI COMMENTS VERIZON WIRELESS PANELS ANTENNA & COAX/FIBER INFORMATION SUBMITTAL SECTOR QTY. ANTENNA MODEL TMA RRU DONTILT W AZIMUTH - TIP HEIGHT COAX/FIBER LENGTH COAX/FIBER OTY. & SIZE NO, DATE DIC DESCRIPTION 0 07-30-14 TUGS BP SUBMITTAL (E) PARAPET WALL CAP AND FLASHING r�il: t \ - --• (N) VERIZON WIRELESS SURGE SUPPRESSOR MOUNTED BEHIND PARAPET (TYP OF 1 PER SECTOR, TOTAL OF 3); MOUNTING (N) VERIZON WIRELESS RRU HARDWARE PER MANUFACTURER MOUNTED BEHIND PARAPET WALL TO BOTTOM OF ANTENNA PIPE MAST (TYP OF P1000 UNISTRUT OR 1 HT4C6315X000 NO 1 0° 55' 39'-6" 137'-0" SHARING (1)&12 LARGE HYSRIO CABLE 1 6' 0 SITE NAME 1 VWYXD63Xi3X00 NO 1 0° 55° 39'fi" 13T-0" SHARING (1) RI 12 G) LARGE HYBRID CABLE of 1 s• o ALPHA 1 WWX063X13X00 NO i 0" 55° 39'-S' 13T-0" SHARING (1) 6x12 LARGE HYBRID CABLE OF 1.6' 0 I NT E R R U B TAX ID NO.: 4 PER SECTOR, TOTAL OF 12) -EQUIV. (TYP OF 2); (2)112" U -BOLTS (A307, MIN.) W/ NUT AND LENGTH VARIES WASHER, TYPICAL OF (2) PER PIPE 3f8" 0 S.S. HILTI KWIK BOLT -TZ W/ 2" MIN. EMBEDMENT (TYP. EA. END EA. UNISTRUT "ALU 1 HT4C6315X000 1 1 0° 55° 39'-8" 13T-0" SHARING (116x12 LARGE HYBRID OF 1s• G 1 HT4C6315X000 NO 1 O° 175° 39'-6" 44'-0" HARTCABL SHARING(1)6x12 LARGE HYBRID CABLE OF 1.6' O 3365941881 SITE ADDRESS i9)•c & 18" 0.0. MAX); SEE 9928 OUTDOOR 1 WWX063X13X00 NO 1 0° 175° 39'-6" 44'-0" SHARING (1)&1 2 LARGE HYBRID CABLE OF 1.6' 0 SITE PREP GUIDE" FOR ADDITIONAL 2 2 co '" "' "" r HARDWARE AND MOUNTING TEMPLATE BETA 1 WWX063X13X00 NO 1 0° 175° 39'-6" 44'-0" SHARING(1)6x12 LARGE HYBRID CABLE OF 1.6' 0 518" 0 STAINLESS STEEL HILTI -44 ,. I '' v2" 0 A325N BOLTS WITH NUT ANO WASHER i— .,�') 1 HT4C6315X000 1 9 0° 175° 39'6" 44'-0" SHARING (1}6x12 LARGE HYBRID f,ARLE OF 1 8•0 14240 INTERURBAN AVE. S TUKWILA, WA 98168 KWIK BOLT TZ EXPANSION ° TOP 8 BOTTOM @ L TO L CONNECTION & @ 6" ■ —u O.C., (TYP OF 2 PER MOUNT, TOTAL OF 4) ( ( ANCHORS Wf 4" MIN. EMBED. @ 12" O.0 MAX.; (2) ANCHORS s C °, I!tir f r-, 14-112" LONG, S" X 5" X 5/8" L; TOTAL ( iSHARING 1 HT4C6315X000 NO 1 00 295° 39'•6" 7T-0" (1)6x12 LARGE HYBRID CABLE OF 1.6' O PER MOUNT ANGLE N-11111 iN OF (2) PER ANTENNA MOUNT PIPE ! i SHEETTfTLE 1 VWJX063X13X00 NO 1 0° 295° 39'•6" 7TA" SHARING (1) 6x12 LARGE HYBRID n - 9" LONG, 4" X 4" X 1/2" L1 TOTAL OF (2) •—r ANTENNA pETAILS • PER ANTENNA MOUNT PIPE1111 GAMMA 1 WWXO63X13X00 NO 1 0° 295° 9'-6" 3399:'''' 77'•0" SHARING (i) 6x 2 cLARGEIFYBS p . (£) 7-114" THICK REINFORCED CONC. ° (E) ROOFASSEMBLYSHARING{1)6x12 AND FRAMING BELOW 1 MT4C6315X000 1 t 0° 295" 39'-6" 77'-0" LARGE HYBRID CABLE of 16'0 GPS 1 LUCENT, GPS -26d6 N/A N/A N/A 0° 39'-6" 18' (1) @ 7I8" SHEET NO. PARAPET WALL(7 GGA 3 PANEL ANTENNA & EQUIP. MOUNTING SCALE: NTS (11X17) SCALE: NTS (11X17) 4 PANEL ANTENNA & COAX/FIBER SCHEDULE SCALE: NTS (22X34) ASSOCIATED SCALE: NTS (22X34) MULTI STANDARD .. ...._- •_ __..._..._-__....... ,.._ ....___ __.-.._.,......_..._ DOWNWARDS. UP TO 2XSO WATTS 2. ALLOW A MINIMUM OF 1 M (39" IN.) FREE SPACE IN FRONT OF LBW: 40 MHZ RRUS TO ENSURE SUFFICIENT WORKING SPACE. DIMENSIONS (WITH SUNSHIELD): 18.4 IN (WIDTH) X 20.4 IN (HEIGHT) X 3. IF NO OTHER POSSIBILITIES ARE AVAILABLE; UNDER EXCEPT 7.5 IN (DEPTH) CONDITIONS, THE RRUS MAY BE INSTALLED HORIZONTALLY THE FRONT DOWNWARDS. THIS INSTALLATION ALTERNATIVE WEIGHT: 58 LBS THE POWER SUPPLY OPTIONS AND THE MAXIMUM OUTPUT P TEMPERATURE: -40 TO +131 F DETAILS REGARDING OPTIONAL ACTIONS CAN BE FOUND IN T COOLING: SELF CONVECTION: -48 VDC INSTALLING REMOTE RADIO UNITS MANUAL. REC. FUSE SIZE: 20 AMP 4_ IT IS RECOMMENDED THAT THE RRU'S ARE INSTALLED BELOV REC. DC CABLE: 6 MM2 UP TO 60 METERS ANTENNA. 10 MM2 OVER 60 METERS 5. THE MINIMUM DISTANCE BETWEEN THE RRU AND THE ANTEN SHIELDED POWER CONS: 200 WATTS TYP. MUST BE 200 MM (7.87 INCHES). SFP PORT WITH ETHERNET LC CONNECTOR MAINTENANCE PORT CO -SITE & PROTECTEDVALMONT GROUND M8 STUD 11 I GPS ANTENNA PER VERIZON VVIRELE LUCENT KS2112A OR APPR01 EQUAL; FINAL MOUNTING HEIGHT AN LOCATION PER RF ENGINEER 1-1/4" STD, PIPE; LENGTH AS REQ'OT OBTAIN DESIRED HEIGHT PIPE TO PIPE CLAMP OR APPROVED EQUAL (TY OF 2); . PART # SCP10K CABLE BRIDGE POST COAXIAL CABLE i— GPS ANTENNA PER VERIZON very anwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA; WA 98506 PH: 380.438.8002 *ECTOR X -CONNECT -102:01k1=. .#1=1=1P." - PORTS: SMA r _li10111 1 - i7 II �'- Q� Kl.1 LO 1 d311fOj � u NOTE: VERIFY RRU MODEL, & TOTAL COUNT WITH LOCK D( ..CYt� � REDS. RF FEEDER: 7/16 r l �r J j SET RF SITE BUILD FORM - SEE LATEST w "T. AZ. lf111��������'Itl'II��W �I I'�IIIIIIIIIIIII,. -48 V DC POWER SOLAR SHIELD USING 2`6 OR 2'10 SCREW PLINTH RET & EXTERNAL ALARM ALD CONNECTOR i:: O� 7 j —� n'�0 0. ^. x lyl ((? E 41725 p F% , L ss SlflNAL'✓. 9/29/14 • RRUS 12 PA RRU) SPECIFICATIONS SCALE: NTS (11X17) SCALE NTS (11X17) SCALE: NTS (11 X17) CPU PR0 ECT NO.:. 5406 2 NOT USED SCALE: NTS (22X34) 3 GPS MNTG. SCALE, NTS (22X34) 1 — (DUAL SCALE: NTS (22X34) PRELIMINARY M I NO. DATE D/C DESCRIPTION 2 09-19-14 GS/GS IL COMMENTS 3 09-25-14 GS/GS STRUCT, REV 4 09.29-14 GS/GS LL COMMENTS SUBMITTAL Cl - ) ATE DM DESCRIPTION NO. 0 077--30-14 TT/GS BP SUBMITTAL SITE NAME I I 1 ,� '._ INTERRUBN TAX ID NO.: iiiiili��i 111 °ill'Irei �s 10.2x• 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SURGE SUPPRESSER SPECS: DIMENSIONS: 17.34"W x 10.25"D x 21.57"L WEIGHT: 26.9 LBS MFG: RAYCAP MODELS RCMDC-3315_PF-48 SHEET TITLE ANTENNA & EQUIP. DETAILS SHEET NO. A-5.1 SCALE: NTS(11X17) SCALE: NTS(11X17) 5 NOT USED SCALE: NTS (22X34) 4 SURGE SUPPRESSOR SCALE: NTS (22X34) 0 4 -51 - is POST PER ELEVATION VIEW PER ELEVATION RAILS PER ELEVATION VIEW (TYP) 2" CLEAR BELOW FENCE BOARDS GRADE to .59 2s /'' CONCRETE PIER �/., FOOTING/ OVERALL HEIGHT 6" COMPACTED GRAVEL BASE ` cs NATIVE UNDISTURBED / SOIL l'-6" 4J SECTION VIEW MIN. 2 X 4 PT DEL #2 RAILS W/ FB24 BRACKETS EACH END; (TYPICAL OF 6 PER SECTION) 6'-O'• OC 9'-0" 6X6 PT DFL #2 POST (TYP) L I t I MAX 1 X 6 X6' #1 CEDAR FENCE BOARDS; ATTACH WITH HOG WOOD SCREWS (TYP) • FENCING NOTES: / CONCRETE PIER FOOTING; DEPTH SHALL BE 4'-0" OR 6" BELOW FROST DEPTH, WHICHEVER IS GREATER (TYP) ELEVATION VIEW ALL STEEL HARDWARE MATERIAL SHALL BE HOT -DIPPED METALIZED/GALVANIZED AND CONFORM TO ALL ASTM STANDARDS. 2. PROVIDE ALL OTHER HARDWARE NECESSARY TO ATTACH, TENSION, CLIP, BAND, HINGE, FASTEN AND FINISH THE FENCING PROPERLY. 3, GATE HINGES SHALL HAVE THEIR THREADS PEENED OR WELDED TO PREVENT UNAUTHORIZED REMOVAL. 4. TOUCH UP ALL SCRAPES, SCRATCHES, MARKS, BARE AREAS AND APPLY WOOD SEALANT GATE 7 1/8" TENSION WIRE WITH A 3" "EYE & EYE" TURNBUCKLE, WIRE ROPE THIMBLES AND CLAMPS; SECURE EACH END OF WIRE WITH SCREW EYEBOLTS MTh/4- I I M l____-I_-___I/4 I It I I I I I PROVIDE MIN. OF (3) 3" GATE HINGES, LATCH AND LOCK AS REQUIRED PLACE LOWER END OF BRACE TOWARDS THE HINGE; TOENAIL BRACE TO STRINGER //\CONCRETE PIER ,FOOTING / 1 WOOD FENCE DETAILS SCALE: NTS (11X17) SCALE: NTS (22X34) verizppwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 VECTOR ant/insane d ao�`' is BVI S4raNAL 9/29/14 CPM PROJECT NO. 5406 PREUMINARY NO. DATE 0/C DESCRIPTION 2 09-19-14 GS/GS LL COMMENTS 3 09-25-14 GS/GS STRUCT. REV 4 09-29-14 GS/GS LL COMMENTS SUBMITTAL NO DATE 0/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE WOOD FENCE DETAILS SHEET NO. A6.6 /1-57x6/s' TALL ROOFTOP COAX • TALLER ROOFTOP STACKABLE STYLE TO 7W01-518" SNAP SNAP -INS • SELF -SPLICING • HEAVY-DUTY 11 GAUGE STEEL SELF -SPLICING • EACH KIT INCLUDES AND HARDWARE (RUBBER BUT NOT INCLUDED) • COVER HEIGHT IS • SP1595D USES TWO PART# SP15950 NUMBER OF RUNS: SIZE: 33"X8' NOTE: KITS COVER KITS SNAP -INS. -INS OR GALVANIZED COVER THREE PADS 8-1/4"~� COVERS 12 STACKED TO ACCEPT STACK UP THREE 7/e SLEEPERS SHOWN SIDE BY SIDE 44. NOTE: 1. (P.i?di'FRAO[f5k'iOG± IQRbINAT {i4iT' iEAO�LGTI gfi 115 tNAGEi FO 'R ALL ROOF PENETRATIONS OR)/� ((VIOEt*F1CAI ONS TO 1@iAINTA)$A t WARRANTI � (SNYDER Rf OFING.I 2. ,SNYDER ROOFING TC) BE PAD BYTHE GENERA!;; CONfTRAC't"OR, LYNX•CONSULTING POWER OR FIBER CONDUIT SET CLAMP SEAL Wl SILICONE CAULK PER MNFR. SPECIFICATIONS Ver�ia�/ fwireiess Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 1 pT + f(T`OEti4 • R: 9 PA'tsd.ITY OF I<v(T d:00FING PRIG T 7>i=ttaLs} �\ ' ' ' (E) BUILT-UP ROOFING 314" PLYWOOD DECK ON )*IECTDR anorinamots S CD Is-- Rr o. Lu Wry � 417�25�p �sst4NAL� 9/29/1 4 _.. — ....__. (E) ROOF FRAMING CONTRACTOR TO VERIFY REQUIRED WIDTH &EQ3 DEPTH OF COAX SHROUD AND ACCOUNT FOR FUTURE COAX ROUTING. CPM PROJECT NO.: 5406 PRELIMINARY SCALE: NTS (11X17) SCALE: NTS (11X17) NO DATE DIC DESCRIPTION 2 CONDUIT PENETRATION DETAIL SCALE: NTS (22X34) 1 ROOFTOP CABLE TRAY & SLEEPER DETAIL SCALE: NTS (22X34) 2 09-19-14 GS/GS LL COMMENTS 3 09-25-14 GS/GS STRUCT, REV 4 09-29-14 GS/GS LI COMMENTS SUBMITTAL \ / / / /- EXISTING WALL; CONTRACTOR TO VERIFY TYPE OF WALL CONSTRUCTION PRIOR TO MATERIAL PROCUREMENT NO DATE (WC DESCRIPTION UPC/PART NO. B -LINE CAT. NO. WEIGHT EACH 0 07-30-14 TT/GS BP SUBMITTAL 782051 49691 013P 4,48 (2.03 KG) 782051 50005 DBM 2.35 (1.07 KG) j. / ! ^-- ADJUSTABLE STEEL CONDUIT STRAP n SITE NAME B -LINE CAT_ NO. HEIGHT WIDTH LENGTH DBP 4" (101 MM) 6" (152 MM) 9.6" (244 MM) DBM 4"(161 MM) 6"(152 MMI 4.8"(122 MM) INTERRUB TAX ID NO.: CONDUITS PER PLAN ( ---., le- .._ 1 \, ,z COOPER B -LINE DURA BLOCK ROOFTOP SLEEPERS OR APPROVED EQUAL; INSTALL AND SPACE PER MANUFACTURER'S SPECIFICATIONS Imo- zLL i /F - ,/' / - - CONTRACTOR TO VERIFY CONDUIT SIZE & COUNT PER PLANS 335901881 SITE ADDRESS E, l - Co aFASTENERS) a / SECURE P1000 UNISTRUT (TYPICAL OF 3 TO EXISTING WALL PER — NOTE BELOW 14240 INTERURBAN AVE. S TUKWILA, WA 98166 (U / / f� // /\ SHEET TITLE CONSTRUCTION DETAILS • /� r / P1000 UNISTRUT NOTE ANCHORAGE: AT CONCRETE USE SS 3/8" EXPANSION SHEET NO. jv ANCHOR @ MIN, 1-314" EMBED.; AT WOOD USE 318"X3" LAG BOLTS; AT METAL STUDS USE #12X3" SHEET METAL SCREWS (2 TOTAL PER UNISTRUT) A-7.0 SCALE: NTS (11X17) SCALE: NTS (11X17) 4 TYPICAL CONDUIT SLEEPER DETAIL SCALE: NTS (22X34) 3 TYPICAL CONDUIT TO WALL ATTACHMENT SCALE: NTS (22X34) RAIN SHIELDS APPROX. BATTERY LOCATION (LOOSE) OIL FILL FUEL FILTER • I1'191'1'1I I' I'I'I I.) P'I 1111111 11111111 1111111 111111111 Aww' II11111II11i11111111111 Il)t 1111111 111111111111111 111)11)11 1111111 11111111 1111111 111 11111 lIlIiIllIlllllllIlIlIll1t11I1I 1111!4 111111111111 1111111 1111111 1111 1111 11111)1! 111111111 1111l111 ill IIII 1111111 II11111111111i1 11I 11111 111 ll ll Il 1111111 1111111 111 1 111111111111 1111111111 III 11111 111111111111111111111111 111111111 111111 I III IIII 1111111111111111 1111111 111 1)111 11111111111111111 1 1 111111111111111111111111 111111111 1 111111114111141 1111111111411 L . I .I 1 { 00 LI 26 MAINLINE CIRCUIT BREAKER LOCATION 7 1/2 30 (HINGED DOOR; BOTH --- SIDES) 30 (HINGED DOOR; BOTH SIDES) ELECTRICAL STUB -UP AREA 210 TANK VENT 12' MIN. ABOVE GRADE W/ RAIN CAP (IF REQUIRED, VERIFY) 7 1/2 CONTRACTOR NOTES: T II OP s1?1ti1 ST §�1A`ItiRi ett4)17 1 I�Tt1F3L S IFICATIONSi VERI SENTF i� tMTii CL1EN7 PI A:T1 & QQNTACT MW ON TTE ENERGY At ! K2 LSCS }�f2 SRECIFiIQ spRitio4toLAmkslaft 2. ATTACH GENERATOR TO CONC. PAD PER DETAIL 1IA-8.1 (SEE GENERATOR SPECIFICATIONS FOR LOCATIONS) 3. CONTRACTOR SHALL APPLY FOR A FLAMMABLE/COMBUSTIBLE TANK PERMIT WITH FIRE DEPARTMENT PRIOR TO INSTALLATION IF REQUIRED, VERIZON WIRELESS GENERATOR INFORMATION MTU 30kW W/ 210 GALLON DIESEL TANK 92"H X 110"W X 40"D 4,600 lbs DOOR DRIP CAPS 210 GL OW UL LISTED SUB -BASE FUEL TANK 125% CONTAINMENT 76 AIR FILTER OIL FILTER WATER HEATER 34 (TYP.) 12 30 84 30 12 2"0 TANK VENT 12' MIN. ABOVE GRADE W/ RAIN CAP (IF REQUIRED, VERIFY) 92 89 1/2 76 DWG- #:VER30_JC6DT4(4024TF)CQE-MS-8 NOTES: 1) APPROX. WEIGHT: (WET) 46001 2) REFERENCE BASE/TANK DRAWING: 108-2514 3) REFERENCE ENCLOSURE DRAWING: 103-297 4) LB FOR CONDUIT SUPPUED BY MTU CORP. 5) SOUND LEVEL: 67 OBA 0 23 FT. 6) GEN -SET IS OFF -SET 1 1/2' TO LEFT SIDE OF BASE/ENCL. 7) ENCLOSURE & EXHAUST SYSTEMS ARE NOT SHOWN ON TOP VIEW 30 (HINGED DOOR) 5 32 CONTROL PANEL AS SPECIFIED DRY CONTACT BOX MAINLINE CIRCUIT BREAKER WATER HEATER do BATTERY CHARGER AC POWER CONDUIT 3/4' LB 71 3/4 (APPROX. CONTROL PANEL HEIGHT) ENGINE START/RELAY BOX CONDUIT 3/4" LB GENSET AC POWER CONDUIT 2" LB EARTH GROUND LUGS 013/16 MTG. HOLES (6 PLCS) 35 37 A 3-25-09 INITIAL RELEASE SALES AND ENGINEERING KAP REVISION DATE REVISION DESCRIPTION INITIALS imarsi l a]/J 7te ,C=COUIET C, MI Ma IS IMO 0 Mt OM 0001 MOM /00 M MMI • ONMCM WO IMM MOM KIM MOM IMMIL Mt MI MO VOMISI• MOM DO MOM MI OM COMMOI MOM 11, IMM 14 Mt GEN -SET INFORMATION ENGINE 40247281 GENERATOR: 361 PSL RADIATOR: 73608 (4024SRF) RADIATOR AMBIENT: 50C DUCT FLANGE: 105-3459 CONTROL PANEL 50 SERIES BASE: SEE NOTES ENCLOSURE: 103-297 BREAKER: 125 AMP TANK: 210 GALLON MUFFLER: 3 1/2 CRITICAL TRAILER: NA ISOLATORS: PADS DIMENSIONAL LAYOUT DRAWN TO SCALE ALL DIMENSIONS ARE IN INCHES MODEL:VER30 JC6DT4 DATE: 3-25-09 DRAWN BY: KAP DWG. #: VER30_JC6DT4(4024TF)CQE-MS-8 GENERATOR POWER AND SIGNAL CONDUITS: ONE 1-1/2" CONDUIT TO ATS ONE 1" CONDUIT TO ATS ONE 1" CONDUIT TO PANEL 'A ONE 1" CONDUIT TO MOD CELL CABINET 14kf=4 OrgitiffiTIAC T R'18.8.AtioaGROUNOST itk- LN1F-F3[4'Ai!0giAL:F1R a: TT 1 GENERATOR DETAILS SCALE: NTS SCALE: NTS Ver izgpwireiess 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98509 PH: 380438.8002 \VCTOR fffff/////' en•onaana CPM PROJECT NO.: 5406 PREUMINARY NO DATE DIC DESCRIPTION 2 09-19-14 GS/GS LI COMMENTS 3 09-25-14 GS/GS STRUCT. REV 4 09-29-14 GS/GS LL COMMENTS SUBMITTAL NO DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE GENERATOR DETAILS ,� Vet? 11wireless --�------� ' - .. yid CONTRACTOR MUST COMPLY WITH THE FOLLOWING: L _ - - Q ® - . • . , Q ® 1- STORAGE. USE. DISPENSING, MIXING AND HANDLING FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE IN ACCORDANCE WITH ARTICLE 79, 1997 UFC SECTION 7901.1.1. 2, PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH UFC STANDARD 10-1 AND OTHERWISE REQUIRED BY ARTICLE 79, 1997 UFC SECTION 7901.5.3. 3. WARNING SIGNS SHALL BE OF A DURABLE MATERIAL WITH RED LETTERING ON A WHITE BACKGROUND AND SHALL READ DANGER -FLAMMABLE LIQUIDS.. LETTERS SHALL NOT BE LESS THAN 3 INCHES (76,2 MM) IN HEIGHT AND V. INCH (12.7) IN STROKE. 1997 UFC SECTION 7901.9.2. 4. TANKS OVER 60 GALLONS IN CAPACITY PERMANENTLY INSTALLED OR MOUNTED AND USED FOR THE STORAGE OF CLASS L II. OR IIIA LIQUIDS SHALL BEAR A LABEL OR PLACARD IDENTIFYING THE MATERIAL THEREIN IN ACCORDANCE WITH ARTICLE 90. SECTION 9002, UFC STANDARD 79-3. 1997 UFC SECTION 7902.1-3.2 AS AMENDED. Cascadia PM 3322 SOUTH BAY ROA() NE OLYMPIA, WA 98506 PH: 360.438.8002 \ � Q�! j]y EC / a n a I n a a w a 5. CONNECTIONS FOR TANK OPENINGS SHALL BE LIQUID TIGHT. OPENINGS TO TANKS SHALL BE LOCATED OUTSIDE OF BUILDINGS ATA LOCATION FREE FROM SOURCES OF e" THICK CONCRETE SLAB ., ,� ' - USE (6) 112" 0 HILTI KWIK-BOLT-TZ STAINLESS STEEL EXPANSION ANCHORS - EMBED 2" MIN., (3) PER SIDE, EVENLY SPACED IGNITION AND NOT LESS THAN 10 FEET (3048 MM) AWAY FROM BUILDING OPENINGS OR OF LINES OF PROPERTY THAT CAN BE BUILT ON. SUCH OPENINGS SHALL BE PROVIDED WITH A BE LIQUID -TIGHT CAP WHICH SHALL BE CLOSED WHEN NOT IN USE AND SHALL BE PROPERLY IDENTIFIED. 1997 UFC 6. VENT PIPE OUTLETS FOR TANKS STORING CLASS I. 11, OR III -A LIQUIDS SHALL BE LOCATED SUCH THAT THE VAPORS ARE RELEASED ATA SAFE POINT OUTSIDE OFc- BUILDINGS AND NOT LESS THAN 12 FEET (3658 MM) ABOVE THE ADJACENT GROUND LEVEL.'VAPORS SHALL BE DISCHARGED UPWARD OR HORIZONTALLY AWAY FROM CLOSELY ADJACENT WALLS TO ASSIST IN VAPOR DISPERSION. VENT OUTLETS SHALL BE LOCATED SUCH THAT FLAMMABLE VAPORS WILL NOT BE TRAPPED BY EAVES OR wtpL NBOLTS %-, r- 4dx_ Q. X Lti r1 41725 �, 9/29/14 �`S�jONALG , � #,. ;d' ti ♦ ';; , ^ : - - OTHER OBSTRUCTIONS AND SHALL BE AT LEAST 5 FEET (1524 MM) FROM BUILDING OPENINGS OR PROPERTY LINES OF PROPERTIES THAT CAN BE BUILT ON. a 4 di SCALE: NTS (11X17) SCALE: NTS (11X17) CPM PROJECT NO.: 5405 1 GENERATOR MOUNTING DETAIL SCALE NTS (22X34) 2 FIRE NOTES SCALE: NTS (22X34) PRELIMINARY NO. DATE O/C DESCRIPTION rtrc rvary 2 09-19-14 GS/GS LL COMMENTS 09-25-14 GS1GS STRUCT. REV 4 09-29-14 GS/GS LL COMMENTS NOTES: SUSMRTAL CONCRETE PAD CONSTRUCTION N0. DATE DIC DESCRIPTION0 3" 1. ALL GENERATOR EQUIPMENT AND HARDWARE TO BE 1 SEE STRUCTURAL CONCRETE NOTES, SHEET GN -3. CLEAR (TYP) I ` INSTALLED ACCORDING TO MANUFACTURER SPECIFICATIONS. 07-30-14 TT/GS BP SUBMITTAL 2. MINIMUM OF 2" COVER AT TOP OF SLAB AND 3" WHERE „ CONCRETE IS IN CONTACT W/ SOIL. 3, SOIL SHALL BE PREPARED WITH A FLAT SURFACE, FREE AND CLEAR OF STANDING WATER AND LOOSE r - _ _ /f / ,, / 1 2. GENERATOR MOUNTED IN CENTER OF CONCRETE PAD. SEE SHEET A-8.0 FOR GENERATOR SPECIFICATIONS. 3. CONDUIT STUB UP LOCATIONS FOR ELECTRICAL,TELCO, & SITE NAME DEBRIS. SOIL SHOULD BE WELL COMPACTED TO 90% OF IT MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 4. TOP SURFACE OF SLAB SHALL BEA LIGHT BROOM I I I ,-..-.= 1 / I 1 GENERATOR TO BE DETERMINED BY VERIZON REPRESENTATIVE / CONTRACTOR I NTERRU B TAX ID NO.: FINISH AND TAPERED TO ALLOW WATER TO SHED WITHOUT PONDING. 8" CONC. PAD W/ (2) #4 CONTINUOUS W/ 2'-0" I J J//I t ' i �- I 1 i 1 I PER PLAN -_-_ TURNED -DOWN FOOTING LAP (TYP); #4 @ 12" O.C. EA 1" EDGE CHAMFER (TYP) WAY AT -SLAB MID -HEIGHT GRAVELED COMPOUND 4"-3/8"(-) COMPACTIBLE OUTLINE OF TURN • DOWN BELOW 1 I I / I I I 3365901881 SITE ADDRESS CRUSHED ROCK 95% EXISTING GRADE COMPACTED I r r ----- I I ��; 14240 INTERURBAN AVE. S TUKVVILA: WA 98158 a Q�_ > .�� . > II , I CC CC � 7.,\ \,/, Cf) \/�/' - - '�'�irsr's��r 1 / I /4111 az iv W �.."\-• \�'`'. :% �:�� a" . jib ..jY �fj "``\\\\��,\\'4 _. 7/-- ff J J SHEET TITLE CONC. PAD DETAILS / NATIVESOIL '>\ :1. z \��/ `//��%\!//- „ _ - _'''',.\�' (UNDISTURBED) �j���� #4 CLOSED TIES @ 18" O.C. AT@SLABOMIDHEGHT 8" THICK CONCRETE SLAB SHEET NO. C72 A 8• 1 SCALE: NTS (11X17) SCALE: NTS (11X17) 3 CONCRETE PAD SECTION SCALE: NTS (22X34} 4 GENERATOR CONCRETE PAD DETAIL SCALE: NTS (22X34) 1: 01.110 a rVlt,CIYIG011 A. LOW LEVEL (BLUE) WARNING SIGNS PLACE AT SITE ENTRY/ACCESS POINTS ONLY: ROOF TOPS: PLACE SIGNS ON THE INSIDE OF ROOF HATCH: PLACE ON ACCESS DOOR UNLESS DOOR IS USED BY GENERAL PUBLIC OR BUILDING TENANTS REGULARLY FOR ACCESS - IN THESE CASES CONSULT CONSTRUCTION MANAGER OR QC SUPERVISOR WATER TANKS; PLACE SIGNS ON COMPOUND GATE VERIZON WIRELESS -OWNED SITES: PLACE ONE SIGN ON SITE GATE B. HIGH LEVEL (RED) CAUTION SIGNS - PLACE AT ALL ANTENNA SECTORS WHERE ACCESS BY THE GENERAL PUBLIC TO THE ANTENNAS IS POSSIBLE: ALL SIGNS WILL BE SECURED WITH EITHER STAINLESS STEEL ZIP TIES OR STAINLESS TECH SCREWS 2. CC PARTICIPATION IN SIGN LOCATION CM WILL MEET WITH ALL CC'S TO OUTLINE CRITERIA FOR SIGN PLACEMENT; EMPHASIS WILL BE ON 'GRAY AREA' SITES, WHERE SIGN PLACEMENT IS PARTICULARLY CHALLENGING - WE WILL GIVE CC'S AS MUCH GUIDANCE ON SPECIFIC SITUATIONS AS WE CAN FORESEE, BUT CC'S WILL BE ENCOURAGED TO. PARTNER CM OR QC IN DECIDING PLACEMENT OF DIFFICULT SITES. A JOINT SITE VISIT MAY BE REQUIRED TO FULFILL REQUIREMENTS CC WILL CALL OUT SIGN LOCATION(S) AT THE A&E WALK FOR EACH SITE AS THOSE OCCUR ON SITES WITH EXISTING A&E BUT NOT YET CONSTRUCTED, CC WILL BE ASKED TO PROVIDE (WITHIN A. REASONABLE TIME FRAME TED) A DETAIL FOR SIGN PLACEMENT THAT WILL BE SLIP -SHEETED INTO EXISTING SETS 3. SIGN DISBURSEMENT FROM WAREHOUSE SIGNS WILL BE IN STACK AT KENT WAREHOUSE TO BE DISBURSED AS PART OF THE GC BOM AS CALLED OUT IN A&E DRAWINGS FOR EACH SITE INFORMATION VERIZON WIRELESS operates telecommunications antennas at this location. Remain at least 3 feet away from any antenna and obey all posted signs. Contact the owner(s) of the antenna(s) before working closer then 3 feet from the antenna(s) Contact VERIZON WIRELESS at (VERIFY PHONES) prior to performing any, maintenance or repairs near VERIZON WIRELESS antennas This is site* Contact the management office if this doorihalch/gate is found unlocked. INFORMACION { En este propiedad se ubican antenas de telecommunications operaadas par VERIZON WIRELESS Favor mantener una disianda de no mens de 3 pies y obedecar todos las avisos. Comuniquese can el propietaria o las propialarios de las antes de irabatar o caminar de menos de 3 pies de la anlena Comuniquese can VERIZON WIRELESS (PHONEY) antes de realiizar cualquier mantenimiento a reparations cars de las antenas de VERIZON WIRELESS Esta es fa estacion base numero favor comunicarse can la oficina de la administration del adificio si esta puerfa o compuerta se encuentra sin canado HOU Beyond this point you ore entering an area where RE Emissions may exceed the FCC General Population Exposure Limits Follow all posted signs and site guidelines for working in an RE environment xf: FCC 47ttr 1.137(0) RF WARNING SIGN NOT TO SCALE CO7 ON (10) <` 7 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 RP monitor if working near active antennas. R FCC 47ctr 1.137(5) RF WARNING SIGN NOT TO SCALE BY VERIZON WIRELESS ) 2. ALL TEXT FONT IS ARIAL U.N.O. 3. CONTRACTOR TO PROCURE FCC NO_ FROM COMPLIANCE COORDINATOR PH' (425) 895-7000 4. TEXT FOR SIGNAGE SHALL INDICATE CORRECT SITE NAME AND NUMBER AS PER VERIZON WIRELESS CONSTRUCTION MANAGER RECOMMENDATIONS. 5. CABINET / SHELTER MOUNTING APPLICATION REQUIRES ANOTHER PLATE APPLIED TO THE FACE OF THE CABINET WITH WATER PROOF POLYURETHANE ADHESIVE 2' 2" FABRIC FENCE APPLICATION 3/160 SS THROUGH BOLT W/3" SS WASHER OTHERSIDE, (4) PLACES. 1/8" WIDE STRIPE 1/4" 7/16" 5/8" 5/8" 1/4" yen R n wireless RADIO TELECOMMUNICATIONS FACILITY SITE NAME SITE NUMBER PLEASE REDLINE WITH FCC #S CONTACT PH: 1.800-832-6662 4- f VERIZON WIRELESS SIGNAGE DETAIL NOT TO SCALE 26" NO TRESPASSING NO TRESPASSING SIGN NOT TO. SCALE 1 SIGNAGE DETAILS SCALE: NTS (11X17) SCALE' NTS (22X34) vera Qpwireress Cascadia PM 3322 SOUTH SAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 i�/ a n• 1 n■• R• EC ■ OR CPM PROJECT NO,: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 2 09-19-14 GS/GS LL COMMENTS 3 09-25.14 GSIGS STRUCT. REV 4 09-29-14 GSIGS LL COMMENTS SUBMITTAL NO DATE DTC DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE SIGNAGE DETAILS SHEET NO. A-0.0 /15'r- &26--/5"" , - t- lit-/' 25-0" YerI ppwireless (N) W12x35 STEEL BEAM; — TYP. OF (2) / 5-2'2„ 5 5'-2„ 5,„ f (N) 5' STD. STEEL PIPE STUB COLUMNS gth / / 1 CENTERED OVER BEAM BELOW, TYP. �i is I®m®®E ._ tii a��i�� PM 3322SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.¢38.8002 emus= TYP: { - ,- ._ �� MEM E + :: '.L.:..... ..::._;....:. ! : STEEL ANGLE GIRTS PER W • :� MANUFACTURER SPECIFICATIONSCdSCf�11 - -imipme '- s rt'}np ± • -Min. I PRIMARY6¢ I' PRIMARY BATTERY CABINET BATTERY CABINET. T.S. COLUMNS; 'd�f�l0 MW[LgBC Ess, LTE CABINET (GROWTH) LTE CABINET CABINET CABINET y (GROWTH) TOTAL OF 16 ( ) n® (GROWTH)®I " � ss .=� ',� . - O. � � Ik S ....� .� --,moi _mffi �m7a � $ TOR v n v n v v le v 4 ��I Its _off - (�� s .. pp _ W12x14 STEEL BEAM, TYP. OF (6) 5 .. ' ..._ r -_ - -,r-_ .... )SEM � I ! u .—i."�(N) moi- .. __.. 3 1 ......... .-- ac S- . ..:� c� 3� /7th SC =9— :. i yam, + _ ¢.x Mtn ;' +_ £-e-.r N d x 1"1'1 � V►� 1 �LC:.J 4Ii2S,.iG L �`- E aria iMBEMNIMME INDICATES SPAN RECTION OF i f - U a _ ,"- _. �J PR ' t' W-19 STEEL BAR GRATING OR EQUIV. { " "v iin :II ""' III IIIII1.*III II lit I I I ill `"' (N) C6x8.2 STEEL CROSS 4&6 BEAMS, TYP. OF (10) MAX. 3'-8" SPAN) INSTALLED PER MANUFACTURER SPECIFICATIONS ink (N) ACCESS DOOR @ ■1) II 11ME11_I I i. 5-2.0 TYP (E) BUILDING BEAMS BELOW �~ %V PLATFORM STAIRS 3&41 S-3 0 30'-0"0.C. c`S'S'IONAL b 9/29/14 SCALE: 1/8"-1'-0"(11X17) 0' 4' 8' 16' CPM PROJECT NO.- 5406 1 PLATFORM LAYOUT SCALE: 1/4" = r-0"(22X34) IN . iim PRELIMINARY NO DATE 0/C DESCRIPTION (E) OR (N) LTT 20B @ 4-(r O.C. W/ '..2 09-19-14 GS/GS LL COMMENTS 3 09-25-14 GS/GS STRUCT. REV 4 09-29-14 GSIGS LL COMMENTS SUBMITTAL NO. DATE 0/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL (E) 7-1/4" THICK PRECAST'CONC. WALL (E) OR (N) LTT 206 @ 4`-0" Q.C. W/ 10-104 & 1/2"0 THREADED ROD W/ HILT! HIT-HY:150 MAX. ADHESIVE 4-1/2" MIN. EMBED, OR EQUIV., TYP. W/ (E) OR (N) 3/4" PLYWOODSITE (E) 7-1f4" THICK PRECAST CONC. WALL 10-10d & 1/2"0 THREADED ROD WI HILTI HIT-HY 150 MAX. ADHESIVE WI 4-112" MIN. EMBED, OR EQUIV., TYP. (E) OR (N) 3/4" PLYWOOD NAME I NTERRU B TAX ID Nd.: MI ! ` \ �\ `\\ 3365901881 SITE ADDRESS 512111.1.111r11.11.6MIPPMilt \ 0 0 0 \.\ \ ' G O C or, ppir- (E)4-JOIST lir 14240 WTERURBANAVE. S TUKWILA, WA 98168 (E) 4x6 LEDGER (N).3X4 BLK'G @ 4'-0" O.C. 1 (N) LTT 20B @ EA ELK W/10-104 & 3/4"0 ALL THREAD ROD THROUGH WEB OF JOIST, TYP. OM (E) 3X4 BLK'G @ 4'-0" O.C. W/I0d(3„)@6"O.C. MI (E} 4x12 LEDGER (N) WEB FILLER (E) JOIST SHEET TITLE STRUCTURAL DETAILS (E) (E) WEB FILLER SHEET NO. C1 SCALE: NTS (11X17) SCALE: NTS (11X17) 2 ROOF - SECTION SCALE: NTS (22X34) 3 ROOF - SECTION SCALE: NTS (22X34) , - t- lit-/' 0 112"0 A325 STEEL BOLT, TYP: STUB COLUMN CENTERED PER 11S-2.0, ON PLATE 114T 5/8" THICK / CAP/BASE STEEL PLATE Ve i !wire'eSS —�— -- —' ter— ii `.\ O 0 = _ _ _ 3/16t' < TYP. (3) SIDES BEAM PER PLAN VIEW � 5/ W `N. 2 f/ 1112" Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH[360.438.8002 E : r r � € + , t � r i � (N) STffL BEAM u. � m (TYP) 10 (4)3!4" 0 HOLES z FOR BOLTS TO (4) 518" 0 STEEL BOLTS; TYPICAL PLATE PER DETAIL 2/S-2.0; TYPICAL TOP AND BOTTOM �. �I 01 ' • — STIFFENER PLATE EACH SIDE PER DETAIL 4/S-2.0, CENTER @IL. STUB COLUMN/PLATE ABOVE OR {E) GL BEAM BELOW o § <0 BEAM PER 1lS-2.0 I I 11 HSS 4x4x3/i6 STEEL COLUMN, TYP. L3x3x3/16 x4” LONG STEEL CUP / ANGLE SPACED VERTICALLY @ y 24" O.C. - :Z.. kq STUBVIEWMNPER PLAN VIEW 1/S-1.0, CENTERED ON PLATE INSTALL CHEMCURB SYSTEM OR PITCH POCKET AT PIPE STUBS (TYP); REPAIR TO EQUAL OR BETTER CONDITION (4) 5/8"0 LAG SCREW W/ 4" MIN. EMBED SCALE: NTS (11X17) 2 STUB COLUMN CAP/BASE PLATE SCALE: NTS (22X34) ]\y ECTOR „V • eECTOR 1-114" 1-114" _ 4 CO , - N X 1111 T. ALIQ 4�0��'4 r; ', '".. -�yrr �"1(r ,�,I:0oBEYOND \l, 1.3/8" THICK �' BASE PLATE STEEL 0 0 I S t� 11/16"0 HOLES FOR` it (E) GL BEAM IE) ROOF 1L (TYP) r 5/8"0 A325 STEEL BOLTS /j `� iu i 3716✓ TYP. '.4 / a9/29/14stcN � 1/4 J SCALE 3/4"= 1'-0" (11X17) SCALE: NTS (11X17) CPM PROJECT NO.: 5406 PRELIMINARY 3 SCREEN WALL - BASE PLATE SCALE: NTS (22X34) 1 TUB Ct LUMN CONNECTION SGALE'1-1/2 =1'-0"(22X34) 140. DATE D/C DESCRIPTION STEEL BAR GRATING PER PLAN, CUT GRATING AT BASE PLATE CONNECTION AS NEEDED ' E ( I i -- ^---L3x3x3/16 CONTINUOUS STEEL ANGLE GIRT SPADED VERTICALLY @ 24" O.C.. UN.O. p W -SHAPED SUPPORT BEAM (N) CHANNEL SUPPORT I -BEAM 2 09-19-14 GS/GS LL COMMENTS 3 09-25-14 GSIGS STRUCT. REV 4 09-29-14 GS/GS LL COMMENTS SUBMITTAL NO. DATE 0/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL (N) STEEL COLUMN PER 6/S-2.0 V f I '( N) W12x14 STEEL BEAM SITE NAME INTERRUB TAX ID NO.: II I I I I 1 i ( I 1 1 ( I I I `"� p (N) W12x35 STEEL BEAM er ' ? Y'Y )1_, 3 3365901881 SITE ADDRESS 1 5-2.0 TYP V 5/16 `� 5116 ` I I! I! : 1 I I I , /5/16V i 0 N. /5/16V i t v. S. � I � I `� ,. - A , ACHEO TO STE,.E i i?�yp PER ��,�*� WEATHERPRO{)FAN Ate/ „ L5x3x114 (lLN) CONTINUOUS I ' (N) 3/8" TAB --„' " &IN 14240S 42 0INTETUKWILA, WA 98168 CONNECTION PLATE 1 112; ] I I �_-.i (N) (2) 578"0 STEEL BOLTS CONNECTION PLATE `moi b SHEET TITLE I STRUCTURAL DETAILS ! STEEL ANGLE (N) 3/8" STIFFENER PLATE SEE 4/S-2.0 FOR INFO NOT SHOWN 1/2"0 A325 STEEL BOLTS 024" O.C. & @ 6" FROM ANGLE END CENTERED ON W SHAPE FLANGE / / 1.1/2„ (N) (2) 5/8"0 STEEL BOLTS SHEET NO. (----j S— 2 0 SCALE: NTS (11X17) SCALE NTS {11X17) SCALE NTS (11X17) 6 SCREEN WALL - SECTION SCALE: NTS (22X34) 5 PLATFORM - SECTION SCALE NTS (22)(34) 4 PLATFORM - SECTION SGALE:NTS{22X34} Venn ?wireless 1 0 Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH; 360.438.8002 _ p SS LOCKSETATTACHED TO 4x4 HSS COLUMN / , OPEN CLOSED 7 HSS 4x4x3/16 STEEL COLUMN, TYP. ~��---__ I iAACHEDTOSTEELGLE . f 1 f 7/16' THICK HARDIE PANELS r GIRTS PER MANUF. SPEC. 2� L3x3x3/16 STEEL ANGLE GIRT @ 24" QC. Ei^T *enesnaisseis CO ��� J 0 II( o ■ �^■' HSS 4x4x3/16 STEEL COLUMN, TYP. o� cv K w .rc 41725 �t es LG SS HINGE CONNECTING DOOR TO 4x4 HSS COLUMN ATTACHED TO PLATFORM HSS 4x4x3/16 STEEL COLUMN & n' BASEPLATE V SCALE: NTS (17X17) 9,2/14 Ar4NAL 2 PLATFORM DOOR - PLAN VIEW SCALE: NTS (22X34) CPM PROJECT NO.: 5406 I o 3/16v L3x3x3/16 STEEL ANGLE GIRT 24" O.C. PRELIMINARY I NO DATE 0/CDESCRIPTION / 2 09-19-14 GS/GS LL COMMENTS 3 09-25-14 GS/GS STRUCT. REV 4 09-29-14 GS/GS IL COMMENTS 0-" (TYP V3/16" U.N.O.) f� 1 112x1 1/2x3/16 HSS � .- TQ 5" X 5" X 3/8" STEEL PLATE 7-1:, STEEL SEAM PER PLAN SUBMITTAL NO 0/C 0 07-30-147DESCRIPTIONATE TT/GS BP SUBMITTAL 2 SITE NAME STEEL HANDRAIL ,r `o a " i'-3" r ' Q v� STEEL BAR GRATING PER PLAN, CUT GRATING AT BASE PLATE CONNECTION AS NEEDED 1 ( S•3.0 ti6"T 1ldi<HARDIE ilk A ANBLS ATTACHEUTGSTEEi > E.GIt TS PER MOM;t— :'1t+EATHER PROOFAN i� A s AS Rg.q INTERRUB TAX ID NO.: ., TYP. oQ (� - ✓ ---f- r. � r 0 '' ® `> 3365901881 SITE ADDRESS r� r �% I O r� 0 t1 TYP, r 00 o O f r i I i 7 I o o �I i O (4) 5/8" 0 A325 r » r rr STEEL BOLTS - i4240 INTERURBAN TUKWILA,WA98A$E.S I I I€ I I ! I i I N .• I I0 I © O ♦ r-- a _ /rrr rr�� tu � o I i I j �rr� ire/ 4 i r 'STAIR TREADS W! g r rr�r r STEEL BEAM PER PLAN SHEET TITLE C7 tIHiH� r ABRASIVE NOSING T STRUCTURAL DETAILS w , o r'r �' SEE 4!S -2A FOR STUB COLUMN r r r� r 3x3x1l8x9" LONG STAIR TREAD SUPPORT ANGLE (2 REQ'D PER TREAD), (2) 1/2” A325 ADDITIONAL DETAILS PER PLAN „.� l� �o ' ' r —��— 3116 V BOLTS PER ANGLE TO STRINGER r r r r rr C8x11.5 STAIR STRINGER _ SHEET NO. N--6" X 12" X 114" STEEL PLATE BELOW C -CHANNEL STRINGER WITH NEOPRENE PAD BELOW V S-3.0 ALE_NTs(11X17) SCALE; NTS (11X17) SCALE, 1.u2`=''o"{X34) 3 STAIR STRINGER DETAIL SCALE: NTS (22X34) 4 STAIR TO PLATFORM SCALE' 3" =1'-0" (22X34) 1 PLATFORM DOOR - SECTION SS SCALE: NTS (22X34) - v@!",�/�wireless l`!,,z V 7 ' NOTES: J\ ' % / . /7 r♦` \,-FACILITIEST j ♦� `�� APPROX. LOCATION OF :- (E) ELECTRICAL ROOM o ON 1ST FLOOR e O 1. THE LOCATION OF THE CONDUIT ROUTES INDICATED ON THE PLANS ARE APPROXIMATE. THE EXACT LOCATIONS OF ALL THE EXISTING UTILITIES MUST BE ASCERTAINED IN THE FIELD, CONTRACTOR IS TO VERIFY WHETHER ANY ADDITIONAL OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT_ 2. CONTRACOR TO CONFIRM WITH VERIZON WIRELESS REPRESENTATIVE THE FINAL UTILITY SOURCES PRIOR TO CONSTRUCTION. 3. rR`�PQa�E3 G+tC}� i�S14�q�iA4 t� TNTi �iARO�E TTACHMEN T( THE EXTERIOR OF. BUILDING TO AINTE(3 , Mlk%{r EXISiENO STRUCTURE. YERIMe tlt AAN AQTURER D FINISH WITH oWNE Cascadia PM 3322 SOUTH BAY ROAD NE DPH: 360438.2002LYMPIA. WA 6 \` 4' CALLl I BEFORE YOU DIG (N) FIBER ANDPOWER ROUTE ON 0NON-PENETRATING SLEEPERS Ark 811 OR ■ n • n ■ ■ a ■ \ - ROUTED BELOW PLATFORM TO >� UTILITY H-FRAME 1111 (N) FIBER AND POWER ROUTETHROUGH 1 (E) ROOF PENETRATION ROUTED FROM igh \\\• 4' 1ST FIR. ELECT. ROOM Miar i i \I y (6) UPPER ROOFTOP- F (N) ELECTRICAL CONDUIT ROUTED UP EXTERIOR WALL FROM (N) GENERATOR AT GRADE TO (N) ILC irk CABINET MOUNTED ON H-FRAME ON (N)1 CPM PROJECT Na 5406 PRELIMINARY ` (N) " : :_:.7 ROOFTOP EQUIPMENT PLATFORM NW J 1 POWER CONNECTION TO (N) —2 VERIZON WIRELESS GENERATOR PER NEC AND MANUFACTURER SPECIFICATIONS I TN 1 W `')- (N) 30KW GENERATOR ON 4'-0" X 8'-0" CONC. PAD AT GRADE WITHIN 8'-O"x16'-0" WOOD FENCE ENCLOSURE 1 6.22• N MN E S NO DATE DX DESCRIPTION 09-19-14 GS/GS LL COMMENTS 9-25-14 GS/GS STRUCT, REV 4 09-29-14 GS/GS LL COMMENTS SUBMITTAL NO. DATE 0/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL NAME =''0"('1X' SCALE. 1/16"" 0' :' 16 32'SITE 1 OVERALL ELECTRICAL SITE PLAN SCALE:1/8"=1'-0"(22X34) . 0 I• INTERRUB TAX ID NO.: (N) FIBER CONNECTION TO (N) VERIZON (N) POWER CONNECTION TO (N) VERIZON ZI WIRELESS PDU/BATTERY CABINET PER WIRELESS PDU/BATTERY CABINET PER MANUFACTURER SPECIFICATIONS MANUFACTURER SPECIFICATIONS 3365901881 SITE ADDRESS I KM �� Ei -O (N) FIBER AND POWER ROUTE THROUGH 1 ® .' (E) ROOF PENETRATION ROUTED FROM 1ST FLR.. ELECT. ROOM �°%a,.. �-s—s— � � ^� � m," r- r �_.:.—� ... ,Fim.�ME area— . r%-- e -3- .. 14240 INTERURBAN AVE. S TUKWILA, WA 98168 -- �-"- i I -_ lam` ( `� 518 '4 (N) FIBER AND POWER ROUTE ON NON-PENETRATING SLEEPERS Mk PM ® !IMileafiNII'I MOON g r ROUTED BELOW PLATFORM TO +8147,7 `�• WA m m� SHEET TITLE UTILITY H-FRAME i _ . �:: - _ ::a.. •I WI:mai 1 Wir s `" ,E .'1 / . r4=m1 — �4'a ENLARGED ELECT. SITE PLAN (N) FIBER CONNECTIONS TO (N) I7li _ --. - FIBERCABINETPERCURRENT 9 lEaoaws �1='- -0 VERIZON WIRELESS STANDARDS '� c--.zd r. ._ 5!�p �ialigi3—gm , F F F F F F F as: P P P P P — ram ...,•/.i ..... -.:: P P - - r) SHEET NO.'f % :, z . 4' _ (N) 1 "'( Ft', i WAIF- a a. { ri POWER CONNECTIONS TO (N) ILC PER CURRENT NEC I (N) ELECTRICAL CONDUIT ROUTE FROM (N S AND VERIZON WIRELESS STANDARDS GENERATOR AT GRADE TO (N) ILC CABINET mnrcmmnnunnumdie C r ^ C / . 3116"=1'o"(1-0 o' s to 2 ENLARGED ELECTRICAL SITE PLAN SALE: X34) SCALE: 318" = 1'" (22X34) an /9-51- &8 /S� 0 GROUND TEST WELL O` GROUND ROD MECHANICAL CONNECTION (DOUBLE HOLE LUG) • CAD WELD CONNECTION • CONNECT PER MANUFACTURER SPECIFICATIONS Sb I GROUND BAR -I- EARTH GROUND NOTES: v rIA Q Pwirefess CaSC1Cl11 PM 3322 SOUTH SAY ROAD NE OLYMPIA. WA 95606 PH: 360.438.8002 NOTE: NOTES: PROVIDE A #2 COPPER GROUND RING ATTACHED TO THE UNDERSIDE OF THE METAL PLATFORM. LOCATION SHOWN ON DRAWINGS IS SCHEMATIC ONLY. GROUND NEW VERIZON WIRELESS EQUIPMENT TO GROUND RING. ATTACH TO PLATFORM WITH METAL GROUNDING CONNECTORS. CONNECT TO GROUND BARS 'A' AND 'El' TWO PLACES EACH. 1, ALL CONNECTIONS TO GROUNDING RING ARE OMNI DIRECTIONAL. 2. CONTRACTOR IS RESPONSIBLE TO ENSURE COMPLIANCE WITH THE LATEST VERIZON WIRELESS STANDARDS. 3 CONTRACTOR TO VERIFY SERVICE GROUND FOR (N) VERIZON WIRELESS POWER SOURCE MEETS NEC AND 1. ALL ABOVE GRADE GROUND LEADS TO BE SHEATHED IN CARFLEX-X-FLEX TM FLEXIBLE CONDUIT OR EQUIV. 2, DEPICTION OF GROUNDING ROUTING IS FOR CONCEPTUAL PURPOSES ONLY CONTRACTOR TO DETERMINE PER EXISTING SITE CONDITIONS. »IECTDR ■ n• I n• lan• LOCAL CODES. BOND ALL INTEGRATED GROUND METAL ELEMENTS TO GROUND RING WI #6 AWG (LEAD 21 C, TYP) ©� GROUNDING LEGEND 1. OROUNOING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. ALL GROUNDING SHALL CONFORM TO THE CURRENT VERIZON WIRELESS STANDARDS. 3. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8". WHEN BENDING IS NECESSARY. GROUND CONDUCTORS ARE TO BE AS STRAIGHT AS POSSIBLE. 4. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 5. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT AND INSTALLED PER ATRECOMMENDATIONS.SURFACES MANUFACTURER'STHEIR USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 6. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 7. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 8. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6", 9. SYSTEM SHALL SNOT EXCEED A RESISTANCE OF GROUNDTANCE OF THE COMPLETED OHMS TO EARTH. 10. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 11. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUND WIRE SHALL NOT BE USED. METAL CLIPS THAT DO NOT COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC CLIPS ARE ACCEPTABLE. 12 GROUND BARS SHALL NOT BE FIELD MODIFIED. 13. ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8" SINGLE BARREL GROUND STRAPS. 14 GROUND RING BURIAL DEPTH SHALL BE 24" AND HAVE A NON-DIRECTIONAL SPLICE. 15. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM, USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. VERIZON WIRELESS SHALL BE GIVEN 24 HOURS NOTICE BEFORE TESTING IS TO BE DONE. THE COST ASSOCIATED CONTRACTORWITH GTESTING WILL BEAT THE EXPENSE OF THE PROVIDE #2 TW GREEN JUMPER FROM EACH WAVEGUIDE BRIDGE POST TO WAVEGUIDE BRIDGE CHANNEL. 17 ALL OUTDOOR CONNECTIONS TO BE EXOTHERMIC CADWELO, INTERIOR CONNECTIONS CAN BE A PROPERLY APPLIED CRIMP TYPE UNLESS OTHERWISE SPECIFIED. MASTER GROUND BAR'S' GROUND LEAD FROM GROUND RING TO EACH EQUIP. CABINET PER MNFR. SPECIFICATIONS (TYP) I-\ `- f I<i1 � — f 11"2- ,,, - ,, , x =t.?� = a —t°`—""'�, b—.` �— - ...t ,�?, CPM PROJECT NO,. 5406 • g _ ' _ = c PRELIMINARY -' �lis Y $ �'^ v INSTALL #2 AWG SBTC PERIMETER NO DATE 0/C DESCRIPTION 9x _' ' I �' '-...— ; r / rr GROUND RING PER VERIZON WIRELESS SPECIFICATIONS TO UNDERSIDE OF PLATFORM: ATTACH 2 09-19-14 GS/GS LI COMMENTS 3 09-25-14 GS/GS STRUCT REV lialli 4 09-29-14 GS/GS LI COMMENTS `..-■�■ �°�� _ 7 anal esu _ TO GROUND BARS 'A' AND 'B' TWO SUBMITTAL a j �--r; PLACES EACH ! El Ar-z,111 NO DATE 0/C DESCRIPTION r-A^^- -! _ �5 — � 0 07-30-14 TOGS BP SUBMITTAL WIEW , — 9 — .-ca _ --,....--7=. ."��MI I REQ n , , �� iE i; ' SITE NAME PSUI 1 ' _ _ _ g �I rim ,.- III S IS p tlAllfiAl LI 1111 i 1II1II 1I Ii alhl®euii trill �" II Ip �._�� 'A'r INTERRUB TAX ID NO.: MASTER GROUND BAR , `�' (2) #2 AWG SBTC GROUND LEADS TO BUILDING STEEL FOR COMMON GROUND (TYP #2 AWG SBTC GROUND LEAD TO AT 2 LOCATIONS) UTILITY H-FRAME UNISTRUT (TYP); GROUND ALL H-FRAME CABINETS PER MNFR SPECIFICATIONS 'k16. 17, !w• %1,� `�> S F 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE EQUIPMENT GROUNDING PLAN T 1 SHEET NO. c l C/J —2.0 SCALE: 3/16"= 1.-0"(11X17) 0' 5' 10' GENERAL GROUNDING NOTES 1 EQUIPMENT GROUNDING PLANSCALE-3t8 =r-o"(22X34) /9-51- &8 /S� INTEGRATED LOAD CENTER _ ver/7onwir& ess SERVICE H -FRAME (LC) t � NEW AUTOMATIC I NEW EXISTING SERVICE i TRANSFER SWITCH DISTRIBUTION TRANSFORMERPANEL "A" 240 200A COORDINATE TRENCH WIDTH W/# OF CONDUITS r EXISTING MULTI GANG 25KVA 120/240V 9� i 120240V 200A , SEE NOTE 2 METER PACK 2P, SIN t 30 POSITION SEE NOTE 3t RESTORE SURFACE TO ORIGINAL CONDITION Cascadia PM 3322 SOUTH BAY ROAD NE OLYMP60 438 98506 PH. 368438.8002 r---''\ APPROX. 1' oi w n. = III\ sx \ ‘c:',.'$:‹ \ 1 6" WOE UTILITY WARNING \%{ TAPE (12" BELOW GRADE) i UNDISTURBED SOIL i(! COMPACTED BACKFILL 95"/o METER Q Q h -1l i i� f�/` STANDARD PROCTOR, 5 200A 2P I 0 ate p ir a. -1) -i ' '- ' 'I' \ E� �� `% F MOTS N 2 OF OPTIMUM \ �� iii MOISTURE CONTENT VA \ �` ^;4� \��j�A\�' ' - iiS 1 0 0 Q �� �\ #MI: NOTES' I I K \% % ,.>;),'' BACKFILL (CLEAN L"-1 NEW LOADS o =e INY� I�•> GRANULAR FILL SAND) ^^T ��V ■ ■ n • n s see s 1. ALL ELECTRICAL WORK TO COMPLY WITH CURRENT NEC SEE PANEL SCHEDULE `� 1 GENERATOR ) �` n 2. ALL WIRING TO BE COPPER CONDUCTORS. 0/"��� RE -4/E-3.0 � u I �)11. .. - i 1�. 3, SERVICE TRANSFORMER-.25kVA 120/240V 1PHASE 4. METER BASE LABELED VERIZON WIRELESS: NEW3011W 120/240V 1Q 4 o o ' / �t Ii(` +� 1 I)€ �� Y (�I _, I R 5. BASED ON A 25 KVA 240V 1 -PHASE TRANSFORMER WITH A IMPEDANCE OF 1.5%, THE AVAILABLE FAULT CURRENT AT THE METER/SERVICE DISCONNECT IS LESS THAN 6.94 KA. -i" ' , 1 ,; ELECTRICAL CONDUIT BELOW GRADE (VERIFY ='-- iu (n+.....,,, FIBER CONDUIT BELOW GRADE {VERIFY EXACT SIZE 12 6. GENERATOR NOT A SEPARATELY DERIVED SOURCE, THE GENERATOR NEUTRAL IS NOT TO BE GROUNDED OR SWITCHED AT THE TRANSFER SWITCH, 7. SERVICE GROUNDING ELECTRODE CONDUCTOR SIZE TO COMPLY WITH NEC 250.66.t 8. NEUTRAL TO BE BONDED TO THE TO THE SYSTEM GROUND AT THE ^ i EXACT SIZE & # OF CONDUITS) 1. INSTALL ALL UNDERGROUND 2. LOCATE ALL UNDERGROUND 3. COORDINATE SIZE AND TYPE UTILITIES UTILITIES WITH # OF CONDUITS} MIN' PER LOCAL UTILITY REQUIREMENTS. PRIOR TO TRENCHING /EXCAVATION. LOCAL UTILITY COMPANIES REQUIREMENTS. VERIZON WIRELESS SERVICE ONLY. 9. GENERATOR IS STANDBY PER NEC SECTION 702. 10. A SIGN SHALL BE AFFIXED AT THE SERVICE DISCONNECT STATING "305W GENERATOR LOCATED NEXT TO EQUIPMENT' PER NEC 702)8.. A. 200A 2P _- I (3) #4 0 AWG XHHW , (1) #6 AWG XHHW GREEN GROUND 4. REFER TO ELECT PLAN FOR EXACT SIZE AND LOCATION. 5. COMPACT BACKFILL TO 95% PROCTOR DENSITY AT ALL DRIVEWAY OR HARD SURFACED AREAS. COMPACT TO 90% PROCTOR DENSITY ALL OTHER AREAS 11. A SECOND SIGN SHALL ALSO BE AFFIXED AT THE SERVICE DISCONNECT 2" 0 LFMC STATING "WARNING SHOCK HAZARD EXISTS IF GROUNDING ELECTRODE CONDUCTER OR BONDING JUMPER CONNECTION IN THIS EQUIPMENT IF REMOVED WHILE ALTERNATE SOURCE(S) IS ENERGIZED PER 702.(8). UNLESS NOTED OTHERWISE, REFER TO GEOTECHNICAL REPORT. SCALE: NTS (11X17) " ""' DETAIL) AS REQUIRED SCALE: NTS (11X17) CPM PROJECT NO.. 5406 PRELIMINARY 1 ONE -LINE DIAGRAM SCALE NTS (22X34) 2 TYPTRENCH SCALE: NTS (22X34) NO. DATE D/C DESCRIPTION 2 09-19-14 GS/GS LL COMMENTS 3 09-25.14 GS/GS STRUCT. REV 4 09-29-14 GS/GS IL COMMENTS 8'-6" (VERIFY) PANEL A SUBMITTAL., ' FURNISHED, INSTALLED AND CONNECTED INSIDE ILC CABINET. u. O a 120/240 VOLTS, 1 PHASE, 3 WIRE, S/N, 200 AMP BUS 200 AMP MAIN CB No DATE DIC DESCRIPTION 0 sr 65,000 A.I.C. RATING (MINIMUM), 0 07-30-14 TT/GS BP SUBMITTAL C 1- H 59" X 24" W X 20"D FIBER CABINET DESCRIPTION WIRE BKR POLE CKT VA 4 VA CKT POLE BKR WIRE DESCRIPTION 1 z 0 BTS #1 4 80 3 1 7860 A 600 2 1 15 12 EXTERIOR WORK LIGHT SITE NAME co z 2P BRANCH 4 - - 3 8 180 4 1 15 12 EXTERIOR CONV RCPT. j Z }- BTS - FUTURE 4 5 A 600 6 1 20 12 GEN BATT CHARGER INTERRUB TAX ID NO.: V O I 200 AMP INTERSECT 2P BRANCH 4 80 - 2 - 7 7860 8 180 8 1 20. 12 SPARE AT GENERATOR a 1 ��' PTLC MDL# (SPARE) 9 A (000 10 1 20 12 BLOCK HEATER ra -.,` ji ;, ` AA300R-1.458-2.6M-3R (SPARE) 11 8 180 12 t 20 12 INTERNAL. GEC!RECEPT 11 I (SPARE) 13 A 1000 14 1 20 12 FUEL HEATER 33659018$1 SITE ADDRESS II INTERMATIC METAL BUBBLE (SPARE) 15 8 16 (SPARE) o ` ; COVER MINUTE TIMER & GFI (IF REQ'D) (SPARE) 17 A 18 (SPARE) it- -__1 '1 (SPARE) 19 8 20 (SPARE) I i+I-i , (SPARE) 21 A. 22 (SPARE) 11 (SPARE) 23 8 24 (SPARE) 14240INTERURBANAVE.S TUKWILA, WA 98168 (SPARE) 25 A 26 (SPARE) 39"H X20"WX20"D SAFETY CABINET `-'� '"""'" ? P1000 UNI -STRUT ATTACHED TO (N) 4x4 TS. COLUMNS (SPARE) 27 B 28 (SPARE) (SPARE) 29 A 30 (SPARE) PANEL LOAD CALCULATIONS PAEL NOTES: SHEET TITLE ,c- TVSSARE ELECTRICAL DETAILS I 1 4x4 T.S. COLUMNS: REFER LIGHTING 600 VOLTAMPS X tA0 = 600 VA ALLRECTIFIERS AND /(N) TO PLAN FOR COLUMN RECEPTACLES 540 VOLTAMPS. X 1.00 = 540 VA FACTORY WIRED. CONTRACTOR IS / RECTIFIERS 15720 VOLTAMPS X 1.00 = 15720 VA RESPONSIBLE FOR FIELD WIRING FOR Z ) I ( // SPACING AND LOCATION OTHER LOADS 2600 VOLTAMPS X 100 = 2600 VA EXTERNAL CONNECTIONS. el TOP OF PLATFORM TOTAL DEMAND 19480 VA THE AMP LOAD. SERVICE IS ADEQUATE 81.08 AMPS, 10, 240V FOR THIS SHEET NO. (--;;F E-3.0 SCALE: NTS (t1Xt7) SCALE: NTS (11X17) 3 VERIZON WIRELESS UTILITY H -FRAME SCALE: NTS (22X34) 4 PANEL SCHEDULE SCALE: NTS (22X34) - 0 �Cti we, 1. 2. 3. 4. 5. _ rnrn U �' TINNED 20" NEMA INSULATORS, SELF 5/8" WALL 5/8-11 - 7/16"EC COPPER OR APPROVED DOUBLE -EXTINGUISHING LOCKWASHERS. MOUNTING X 1" :61",, 2" r. ---00 D - GROUND EQUAL. LUG CONFIGURATION. MEET REQUIREMENTS BRACKET: HHCS BOLTS. 1 MATERIALS. 5 r, i j (� � ° BUSBAR, HOLE CENTERS I2)71 314" o D 0 0 pSUPPRESSORS,, TESSCO TO OF UL 94 0 p 0 000ANTENNAS, 0 O 1/4" X 4" X MATCH VO FOR CO ver►nw;reIes A MECHANICAL CONNECTION (DOUBLE HOLE LUG) • CAD WELD CONNECTION • CONNECT PER MANUFACTURER SPECIFICATIONS I GROUND BAR Cascadia PM 3322 SOlJiHBAY ROAD NE OLYMPIA,WA9850fi PH' 360.438.8002 ALL GROUNDING SHALL BE IN ACCORDANCE TO -IE LATEST REVISION OF VERIZON WIRELESS DOCUMENT: "METHODS AND PROCEDURES FOR VERIZON BASE STATIONS. VERIZON CONSTRUCTION INSTALLATION GUIDE - W MAX". #2 AWG GROUND LEAD TO RRH'S, SURGE RRH' TSURGL GROUND BAR MOUNTED NEAR ANTENNAS AT TOP OF STRUCTURE #2 AWG (GREEN) INSULATED COPPER GROUND LEAD FROM GROUND BAR TO GROUND BAR AT BASE OF STRUCTURE I©0pu TOR ®R e n• i n e e w e GROUND BAR MOUNTED AT BOTTOM OF SUPPORTING STRUCTURE FOR COAX GROUND KITS GROUND BAR MOUNTED ON ICE BRIDGE FOR WG KIT AT JUMPER TRANSITION EQUIPMENT/COMPOUND GROUND RING` — _ _ _ PROVIDE MIN OF (1) GROUND BAR FOR EQUIPMENT CABINET GROUNDING NOTE: SEE DETAIL #3 THIS SHEET FOR GROUND BAR DETAILS. SCALE: NTS (11X17) SCALE: NTS (11X17) SCALE: NTS (11X17) CPM PROJECT NO.: 5406 PRELIMINARY 3 GROUND BAR DETAIL SCALE: NTS (22X34) 2 NOT USED SCALE: NTS (22X34) 1 ANTENNA GROUNDING SCALE: NTS (22X34) NO. DATE DIC DESCRIPTION .w� TYPICAL CADWELD 1/8" MIN. #6 AWG FROM ANTENNA CABLE GROUND KIT (REFER TO RF SYSTEM SCHEDULE FOR CABLE QUANTITIES 2 09-19-14 GS/GS LL COMMENTS 3 09-25-14 GS/GS STRUCT. REV 4 09-29-14 GS/GS LL COMMENTS SUBMITTAL. NO. DATE 0/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL /r GROUND BAR - i - - IISITE GROUNDING CONNECTIONS NAME S/S NUT MIN. / I HEAT SHRINK (CLEAR) �'101°- �, �p © O TYPE I I� GT G TYPE �i� ; W TYPE VN f:1 INTERRUB TAX ID NO.: �) ��� I `�= LABEL I / //��AF/I:6 P 0 OO \ ,—J 0 OO© UPJ 0 A I N 157 - I OO 3365901881 SITE ADDRESS r'��r }`i Q MAIN CONDUCTOR, COPPER Q 5/8" X 1ff COPPER CLAD 0 CADWELD TYPE "NC" 40 CADWELD TYPE "sr © ;I VB `a. TYPE NC CABLE STEEL GROUND ROD TYPE SE TYPE ' \1�e� TYPE .. I.' TYPE TA GL GY TYPE C�y�u TYPETINNED f \�. 1 TYPE PT GR ��I B��0 COAPE'TYPE Cr REFER TO NOTE ON MGB COPPER GROUND BAR S/S LOCK WASHER S/S BOLT (1 OR 2) NOTES: 1. ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER. COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATCHING. 2. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL. COAT ALL SURFACES WITH KOPR-SHIELD. 3. PROVIDE 'DO NOT DISCONNECT' TAG. (- NOTE: CONTRACTOR TO CONFORM VERIZON WIRELESS "PAW DUAL CADWELOS, TO BE USED WG #R POINT OH #4 AVVG WTO F GROUND GROUND SILICONE SEAL AT TOP f 1" PVC SEALTITE TO THE LATEST STANDARDS. / � IIISHEET 14240 INTERURBAN AVE. S TUKWILA, WA 98168 TITLq GROUNDING DETAILS SHEET NO. c6 '� E...4 O SCALE: NTS (11X17) SCALE: NTS (11X17) SCALE: NTS (11X17) 6 GROUND BAR TO GROUND WIRE SCA4E:NTS (22X34) 5 TYPICAL LUG DETAIL 3DALE;NTs(z2X3a) - 4 GROUND RING & CADWELD CONN. SCALE:NTsczzx34) GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND VERIZON WIRELESS INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS. EQUIPMENT AND APPURTENANCES, AND LABOR. NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5, DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL SE RESPONSIBLE FOR OBTAINING THE WORK. 6, DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION tN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR. IDENTIFIED BY THE CONTRACT DOCUMENTS. 8, CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION: CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9, CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT, WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS, 10, CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES. EQUIPMENT. IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES.'WHEN ROOF iS REPLAG 3 V'Eft*zcN N tESS WILL APPUQABi S 16, SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.C. LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18, MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE. WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE. WITH THE EXECUTION OF THE WORK, SHALL. BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK. FOR THIS PROJECT.. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND, LOCAL LOCAL, INSPECTION AUTHORITIES. ,�.�� .<�d €ae'a . '; "-TOWi�CL •-..C„�-. ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED,. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiDRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL. CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP„ LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: A. UL -• UNDERWRITERS LABORATORIES B. NEC - NATIONAL ELECTRICAL CODE C. NEMA •- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA - OCCUPATIONAL. SAFETY AND HEALTH ACT E. IBC - INTERNATIONAL BUILDING CODE F. NEPA -- NATIONAL FIRE CODES 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF ALCATEL-LUCENT. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES. INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS` CONFIRMATION, ETC, ANYIALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9- MINIMUM WIRE SIZE SHALL BE 712 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. SLIT IS NOT THE. INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY VERIZON WIRELESS.. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14, ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15 CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN TWO YEAR FROM DATE OF CUSTOMER'S ACCEPTANCE. 18. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE WITHIN 48 HOURS AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN, 17, ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR. THE DURATION OF WORK. 18.PROVIDE AND INSTALL CONDUIT, CONDUCTORS,PULL WIRES.BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19, DITCHING AND BACK FILL: CONTRACTOR SHALL. PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILLING. 20,MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL. APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC. NEMA AND IEEE. 21.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE. CONSTRUCTION MANAGER PRIOR TO INSTALLATION, 22.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23' 24.DI5CONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE 25.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS"NO-OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED • NO SUBSTITUTIONS. 26,RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 -1990, CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS '• 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL•6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD CALV'. 27.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28.CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY ITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO.8 AWG. 29.CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST.ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30.SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR. POWER. 31. TELEPHONE SERVICES CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED ON DRAWINGS. 32.ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33.zOP44'TR GTOR S"H"ALL ACE TWO LENGTHS SFVARIMIAKAT DEPTH:OF BEL`OW OROOUND' AID DIRECTLY ABOVE ELECTRICAL ANDTELCO SER ICE CONDUITS..CAUTIONS TAPS_TO ( "CAUED „TBURIED �" _' t. o"BURIEDTELEC ' 34.ALL BOLTS SHALL BE STAINLESS STEEL. 35. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS AND ORDINANCES. PROVIDE. ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 36.CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE POWER SERVICE REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING WHEN REQUIRED. 37. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 38.CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANY SPECIFICATIONS. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 39.LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. 40.UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 41.ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2 -FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. 42.CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE UNES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS, 43. THE VERIZON WIRELESS CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL. SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. :Iferizpwire%SS Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98508 PH: 360.438.8002 `) lI n • I Ci / OR R flu m• E CPM PROJECT NO,: 5406 PRELIMINARY NO. DATE DiC DESCRIPTION 2 09-19-14 GS/GS LL COMMENTS 3 09-25-14 GS/GS STRUCT. REV 4 09-29.14 GS/GS LL COMMENTS SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 98168 SHEET TITLE GENERAL NOTES SHEET NO. GN -1 44.LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL CONTRACTOR. 45.CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR. TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 46.LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL. BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. 47,THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 48. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 49. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 50. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 51. ALL WIRE SHALL BE "TYPE TH WN. SOLID- ANNEALED COPPER UP TO SIZE 1110 AWG (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98° CONDUCTIVITY. MINIMUM #12. 52. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J -BOXES. EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY. OR APPROVED EQUAL. 53. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 54, CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 55. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN, 56. INSTALL ANEQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS. AND EQUIPMENT CABINETS. 57. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 60. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED. BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL, 61, ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 62. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING, DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL SLEEVES ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE, 63. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL. BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN Of CONDUIT AND WIRE. ALL EQUIPMENT. SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMA11 ON AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 64. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING. DIAMETER, COLOR CODING AND ALL APPURTENANCES WITH ALCATEL-LUCENT. 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY ALCATEL-LUCENT. CABLES CANNOT BE CUT TO FIT. 3, HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMSUNG'S (VERIZON WIRELESS) SPECIFICATIONS. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY ALCATEL-LUCENT, CANNOT BE COILED, MUST BE SECURED TO TOWER MOUNTS. 5. ALL MAIN CABLES SHALL BE COLOR CODED. AS SHOWN ON SHEET RF -1 & IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF -1 & AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1' SPACING BETWEEN B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE END 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY ALCATEL-LUCENT. 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS WHICHEVER IS LESS. WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL AND HYBRID CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH ALCATEL-LUCENT, 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ESTIMATED ON SHEET A-6.0. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY ALCATEL-LUCENT. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS. GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION, B. MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200', C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET 4, ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5, ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF -1 AND IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS. BANDINGSHALL BEIN ACCORDANCE WITH SHEET A-4 RF -1 ANDFOLLOW : 6. C EAS 5 A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1' WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY VERIZON WIRELESS RF ENGINEER, SEE ANTENNA SCHEDULE SHEET A-4, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY VERIZON WIRELESS. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE, 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. SITE WORK NOTES 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE. LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS. UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 11, NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. 12, ALL FILL SHALL BE. PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE, 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BYA GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH. WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. CALL SOB FIS WITH LEGACY TE ,ECOU UNICATIO AT 253486.0142 WITH my OR 15. ALL TREES. AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16. ALL SITE WORK: SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. ENVIRONMENTAL NOTES 1, ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION, P FOR R N TR 2.CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE 0 CONSTRUCTION UCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3, CONTRACTOR SHALL INSTALUCONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6, CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL. BE REMOVED. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA, THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10, RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. FOUNDATION, EXCAVATION AND BACKFILL NOTES 1. ALL. FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS. AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH. LOAM SANDY CLAY, SAND AND GRAVEL OR SOFT SHALE. FREE FROM CLODS OR LARGE STONES OVER 2 1/2' MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. 5. ALL. FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. 6, NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED, Peri pwireles Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360.438.8002 NIECTOR 6. f7 • 1 A • ■ R 6 CPM PROJECT NO.: 5406 PRELIMINARY NO. DATE 0/C DESCRIPTION 2 09-19-14 GS/GS LL COMMENTS 3 09.25.14 GS/GS STRUCT. REV 4 09-29-14 GS(GS LL COMMENTS SUBMITTAL NO. DATE 0/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA, WA 93168 SHEET TITLE GENERAL NOTES FNDN, EXCAVATION AND BACKFILL NOTES CONT. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED- I.E. FOOT TYPE NO. 57 FOR FENCED COMPOUND: FOOT TYPE NO. 67 FOR ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL. BINDWITH EXISTING/PREPARED SOIL SURFACE, 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE. MOISTURE -CONDITION AND/OR AERATE THE SOILS AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE, 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL SURFACING MATERIAL SHALL NOT SE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE.. 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 15.:ALL SU TABLE 8ORROWMATEiiAL FOR BACK FILL OF THC" SI E SI-FAL(,BE lNC'LUl SO IN TTHE BIE3 EXCES TOPSOIL AND UNSUITABLE:MATERIAL SHALL BE DISPOSED OF OFF SITE AT CAT NS APPROVED BY) GOVERNING AGENCIES AT N,. AD I rIONAL casrTO THE CONTR, A STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE. WITH ASTM AS INDICATED BELOW: WSHAPES: ASTM A992, 50 KSI ANGLES. BARS CHANNELS: ASTM A36, 36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53 -E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE S/B'S ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, (FM=1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 4, ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRACE SHALL. BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER. HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1.1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 8, PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOUDATED WITH A MECHANICAL VIBRATOR, 10. CEMENT. SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. 15. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 16. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT TYPE. 17. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKAU OR ORGANIC MATERIAL, 18. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE 1N ACCORDANCE WITH THE ACI 318.08 AND THE SPECIFICATION FOR CAST -IN-PLACE CONCRETE. 2, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH FC'=3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE, 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER.. IN. #5 AND SMALLER & WWF......... _.... 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS_.............1 1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301, LATEST EDITION, SECTION 4, 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING RE8AR OR TENDONS WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS OR CONCRETE WALLS.. 7. USE AND INSTALLATION OF CONCRETE. EXPANSION/WEDGE ANCHOR, SHALL BE PER ICC & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. SPECIAL INSPECTION IS REQUIRED FOR (HILTI KWK BOLT -TZ EXPANSION ANCHORS PER ESR -1917) CONCRETE EXPANSION ANCHORS. INSTALLATION OF WEDGE ANCHORS (LE KWK BOLT TZ ANCHORS) IN MASONRY IS NOT PERMITTED WEATHERPROOFING NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE EN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS.. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY k AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW: OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW, OR THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. 8. COLD SHRINK INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL COLD SHRINK TUBE. SPACERS AS NEEDED, BLACK ELECTRICAL TAPE -2 INCHES WIDE 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK, STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR. INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WTH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER, THE. SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE- STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK, HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO. THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK, STEP 5: WITH YOUR FREE HAND. BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. Peri ppwireless Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98508 PH: 360.436.8002 *VECTOR a n• I n a a R• CPM PROJECT NO: 5406 PRELIMINARY NO. DATE D/C DESCRIPTION 2 09-19-14 GS/GS LLCOMMENTS 3 09-25-14 GS/GS STRUCT. REV 4 09-29-14 GS/GS LL COMMENTS SUBMITTAL NO DATE D/C DESCRIPTION 0 07-30-14 TT/GS BP SUBMITTAL SITE NAME INTERRUB TAX ID NO.: 3365901881 SITE ADDRESS 14240 INTERURBAN AVE. S TUKWILA. WA 98168 SHEET TITLE GENERAL NOTES NO. SHEET SNEET NO. GN -3 8--/6 DRAWINGABSREVIATIONS '� Y@/"iz/?wireless WEATHERPROOFING NOTES CONT. LINEAR FEET AFF ABOVE FINISH FLOOR LF STEP 8: WRAP OVER THE COLD SHRINK. TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE AGL ABOVE GRADE LEVEL MAX MAXIMUM 2 INCH WIDTH OVERLAPPING EACH ROW BY 112 INCH. THIS TOP LAYER MUST BE WRAPPED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENOS ARE IN THE AWG AMERICAN 141RE GAUGE MECH MECHANICAL _ USING A SHINGLED UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE AC AIR CONDITIONING MFR MANUFACTURER 1 Cascadia PM 3322 SOUTH BAY ROAD NE OLYMPIA, WA 98506 PH: 360,438.8002 REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO ADJ ADJUSTABLE MGR MANAGER THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. APPROX APPROXIMATELY MIN MINIMUM - C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: AZ AZIMUTH MSC MISCELLANEOUS - 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE -2 INCH WIDE AND BUTYL RUBBER TAPE 2 TOL 31NCNES WIDE. BLDG BUILDING MTL METAL 2. REQUIRED TOOLS: KNIFE OR SCISSORS. CM CONSTRUCTION MANAGER MTZL. METALIZE(D) 1 STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR CONNECTOR/GROUND KIT WITH TWO LAYERS OF CAB CABINET MW MICROWAVE i TO REMOVE ALL GREASE AND DIRT. WRAP -BLACK ELECTRICAL TAPE -2 INCH 'MOTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 CL CENTERLINE NEC NATIONAL ELECTRICAL CODE . »/CTOR n e i e s E R e INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND CLG CEILING NIC NOT IN CONTRACT F KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. CLR CLEAR NTS NOT TO SCALE -• STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 CO COPPER N/A NOT APPLICABLE - INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE CONC CONCRETE OC ON CENTER t TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS. WHEN WEATHERPROOFING FROM THE MAIN LINE TO CORD CONDUIT OD OUTSIDE DIAMETER r THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. CONST CONSTRUCTION OP OVERHEAD POWER (CO i n 4 V' * J 4 CVS i"t CI X r W 41725 L 0 di STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 CONT CONTINUOUS OT OVERHEAD FIBER - INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE CPM CASCADIAPM OPP OPPOSITE • ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS DIC DRAFTER/CHECKER PL PROPERTY LINE OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. DEMO DEMOLISH PLYING PLYWOODO ALL, LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE DIA DIAMETER PM PROJECT MANAGER 9/29/14 `s'%NA-1:0 PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. DIM DIMENSION PROJ PROJECT D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE: ON DOWN PROP PROPERTY CPM PROJECT NO : 5406 1. REQUIRED MATERIAL SELF -AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE - 2 INCHES WIDE. OIL DETAIL PT PRESSURE TREATED PRELIMINARY 2. REQUIRED TOOLS: KNIFE OR SCISSORS. DAG DRAWING RO ROUGH OPENING N0. DATE DIC DESCRIPTION STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. EA EACH ROW RIGHT OF WAY 2 09-19-14 GS/GS LL COMMENTS 3 09-25-14 GS/OS STRUCT. REV STEP 2: START WRAPPING SELF -AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES ELECT ELECTRICAL RRU REMOTE RADIO UNIT 4 09-29-14 GS/GS LL COMMENTS SUBMITTAL FROM THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. ELEV ELEVATION REQ REQUIRED NO. DATE D/C DESCRIPTION STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, EQ EQUAL SBTC SOLID BARE TINNED COPPER i 0 07-30-14 TT/GS BP SUBMITTAL MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. EQUIP EQUIPMENT SF SQUARE FEET STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF EXT EXTERIOR SHT SHEET SITE NAME OVERLAP (0.75 INCH WIDE) LAYERS. STEP S: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. FIN FINISH SPEC SPECIFICATION STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FIR FLOOR SQ SQUARE I NTERRU B. TAX ID NO.: FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT, CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF -AMALGAMATING TAPE FT FOOT, FEET SS STAINLESS STEEL USING THUMB PRESSURE. GA -GAUGE STL STEEL STEP 7: TWO. ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN GALV GALVANIZED STRUCT STRUCTURE, STRUCTURAL 3365901881 SITE ADDRESS AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE. STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL GM GYPSUM WALL BOARD TOM TOP OF MASONRY TAPE- 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT GR GRADE THRU THROUGH THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL Be REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP GRND GROUND TNND TINNED 14240 INTERURBAN AVE. S TUKWILA, WA 98168 LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE HVAC HEATING, VENTING 8 AIR CONDITIONING UEC UNIFORM BUILDING CODE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR HORIZ HORIZONTAL tic UNDERGROUND SHEET TITLE SCISSORS.HT HEIGHT UNO. UNLESS NOTED OTHERWISE GENERAL NOTES IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER. ID INSIDE DIAMETER UF UNDERGROUND FIBER IN INCH. VLF VERIFY IN FIELD INSUL INSULATION VERT VERTICAL SHEET NO. INT INTERIOR WP WATERPROOF G - LIL `�� JBOX JUNCTION BOX W: WITH LB(S) POUND(S) W/O WITHOUT