|
S
<br /> .s NOTES: 1 CONNECTION
<br /> BLE TO \ "C"CLAMP COOPER B-LINE TWO-POST
<br /> GROUND BOUND STRAP
<br /> /0 \ SUPPORT .� II �I�
<br /> 1. CONTRACTOR SHALL FIELD VERIFY ALL CABLE LADDER BOTH SIDES(TYP,) I aI AND NETWORK EQUIPMENT RACK / I � �\,R• TIL/
<br /> LENGTHS,PRIOR TO INSTALLATION. — BRACKET / -�" C 4
<br /> MIMIC"CLAMP \ DIMENSIONS 19"RACK WIDTH it �` i wAS��'�
<br /> 2. ALL CUT ENDS OF CABLE LADDER TO BE FILED SMOOTH AND \ / 'I !111111 FSMF Q
<br /> PAINTED WITH MATCHING COLOR. —1� -� �' :A'OVERALL HEIGHT 38"-108" �'�i
<br /> 3. BOTTOM OF CABLE LADDER TO BE 7'-8"ABOVE FINISH FLOOR. 11111 Mk -' 'B'OVERALL WIDTH 20 6/18" , • ''. •
<br /> UNLESS NOTED OTHERWISE. �I 0 'C'PANEL MOUNTING 18 5116" ®! ` • / �f- 1
<br /> 4. CORNER BRACKETS TO BE ON THE INSIDE,UNLESS LADDER RUNGS � 1..---rinil
<br /> , �'��,�,� I 'D'USABLE INSIDE WIDTH 17 3/4" ',I� ,
<br /> INTERFERE,THEN CORNER BRACKETS MAY BE ON THE OUTSIDE. i� ., '!fie 'E'BASE ANCHOR SPACING 18" FBBC . fT ./�
<br /> 5. CABLE LADDER RUNGS TO BE ON TOP OF HORIZONTAL LADDER ��� SI8"0 LAG SCREW(TYP) / I I 1 •I�I�� • 54777
<br /> ALIGNMENT SLEEVE(TTP) < , `4
<br /> AND AWAY FROM WALL ON VERTICAL LADDERS. ! AA ppP cc��
<br /> GROUND BOUNDSTRAP CONNECTION TO WALL NOTES: •1 , "�� '[�`GiSMA JV
<br /> 8. NUTS TO BE ON BOTTOM OF ASSEMBLY,OR TOWARDS WALL. (ONE SIDE ONLY) 24"x8"x2"BATTEN BOARD 1. 012-24 PANEL MOUNTING HOLES. `•! i
<br /> v.
<br /> PLAN VIEW 2. CONFORMANCE TO EIAIECA•310-E. •1 'S`I
<br /> 7, 5/8"THREADED RODS,SUPPORTING CABLE LADDER,SPACED 3. LOAD RATING:1200 LBS. dNAL�' Q
<br /> 6'-0"APART, ANCHOR W/�"O HILTI WEIGHT CAPACITY WHEN EVENLY 17132"0
<br /> #12-24 TAPPED Il l 8.14.17
<br /> LUG BOLT THROUGH(2) KB-TZ WITH 2"EMBED. DISTRIBUTED FOR THE HEIGHT TYP. I HOLES TYP.
<br /> IT ISAwouTION DF LAW FOR ANY PERSON,UNLESS n+EY
<br /> S. AFTER FINAL LEVELING OF CABLE LADDER CUT ROD 80 THAT TWO HOLE LUG,W/STAR OF THE RACK. ARE ACTING UNDER THE DIRECTION OF A LICENSED
<br /> 12"OF THE THREADS ARE EXPOSED BELOW THE NUT.CAP EACH WASHERS,REMOVE PAINT 4, DOUBLE SIDED UNIVERSAL PROFESSIONAL ENGINEER TO ALMA hMS DOCUMENT.
<br /> OCCURRENCE WITH ROPERLY SIZED VINYL VOLT CAPS. ALIGNMENT AT ALL CONNECTIONS / A .M-' (6/S",12")MOUNTING SPACING,SLEEVE (TYP) !■ UNISTRUT 5. MATERIAL:6061-T6 ALUMINUM ALLOY
<br /> 9. ANCHOR ALL ENDS OF CABLE LADDER TO WALL P1800T -- -= I10. INSTALL UNISTRUT AS REQUIRED,OTHERWISE —'^"r= SPRINT NUT I iip.III ATTACHED DIRECTLY TO CEILING. ��`__._ �� ('O THREADED !I Mobile®_. ROD(TYP)
<br /> UICABLE LADDER ,��% I 19807 NORTH CREEK PARKWAY NORTH
<br /> .�� BRACKET CLAMP 'Ili 1" 5 W ANCHORAGE USE: 4111110.11.
<br /> ��
<br /> BOTHELL,WA 98011
<br /> �" 5 WOOD: TE: LAG SCREWS WITH T MIN.EMBED. 4*, �•1
<br /> GROUND BONDSTRAP CONCRETE:1/2"0 HILTI KB-TZ WITH T'EMBED.06 STRANDED(GREEN) SPLICE SECTION A EQUIPMENT CONFIGURATION
<br /> CABLE LADDER,SEE ®CMU:12"0 HILTI K83 WITH 2-1/4"MIN.EMBED.
<br /> PLAN FOR LOCATIONS SECTION B IF THRU-BOLTED:12"0A307 THRU-BOLTS AND NUTS.
<br /> CABLE LADDER SALE NST s ? RACK SPECIFICATIONS SCALE 4 SCALE T®chnOlogy ASSOciateS
<br /> N.T.S. N.T.S. 1 PNW MARKET OFFICE
<br /> 24" 650 SOUTH ORCAS STREET,STE.R-103
<br /> (N)ONE LIFT,DG BASE 3"M IN. TRENCH GENERAL CONTRACTOR SEATTLE,WA 98108
<br /> TO REPLACE ASPHALT
<br /> (VERIFY FINISHED MATERIAL _ SURFACING TO MATCH
<br /> REQUIREMENTS WITH '/ ----_-_-_--_---- EXISTING AND OR
<br /> CONSTRUCTION MANAGER
<br /> PRIOR TO BID12'•d' A,2'-0", •`\j __ _ _\\\,� SOD/TOP SOIL
<br /> ACCESS ROAD SURFACE r\,--_ _=--_.._- \�� Technology Associates
<br /> (N)12"RECOMPACTED - : -
<br /> NATURAL SOIL REMOVE f� --- -- r/' CAUTIONARY TAPE
<br /> ' ORGANIC MATERIAL z //�� .___ _ ___ r,\� ARCHITECTURES ENGINEERING
<br /> i \
<br /> wwerammiwomentara
<br /> 2%SLOPE �(E)GROUND LINE _ , l 3111 CAMINO DEL RIO NORTH,STE.400
<br /> \�' COMPACTED BACKFlLL WITH
<br /> ig g y/\� •_ \,/,/ SATISFACTORY NATIVE OR SAN DIEGO,CA 92108
<br /> \/\.\ 72,r/� •!'' \/� !+. _ \/\\\ PROCTOR IMPORTED SOILT096%
<br /> r ./ � \JUNDISTURBED 501E 2 11/11)2018 ISSUED FOR 10/16 CD MOM
<br /> ,,,,,,,Ws,
<br /> \ \/�'\\ © 08/142017 REMOVED LANDSCAPE PLAN SPL
<br /> (N)GRADED SWALE TO CARRY \ -------------- \/� COMPACTED SAND BED
<br /> RUN-OFF AS REQUIRED. (N)GEOTEXTILE FABRIC r"`. ,.:.:-:-".:,:r;'O:•'.`•:\ SEE NOTE 1) 08/2212018 ADDED LANDSCAPE PLAN MOM
<br /> (VERFIY WITH CONSTRUCTION t t"'`:t.:^'-5',1)-^'`i m.: (
<br /> MANAGER PRIOR TO BID) \\r• } 1n r\
<br /> //` ® 08/162018 ISSUED FOR CITY REVISIONS MOM
<br /> +,R'-•`-'-'•u L~`._\\r/\ 0 05/1825/8 ISSUED FOR 10016CD REVIEW MOM
<br /> EARTH WORK SUBGRADE COMPACTIONS SELECT GRANULAR FILL !I' ;?: `='S. \, 4"PVC SCH.40 CONDUIT 3 07/112017 RELOCATE LEASE AREA SPL
<br /> 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING&GIBBING THE CONSTRUCTION 4"PVC SCH.40 CONDUIT ��%rr�rr\, \���\/' FOR TELCO/FIBER REV DATE DESCRIPTION BY
<br /> SITE AND ROADWAY AREAS.THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS FOR POWER \/
<br /> 3"MIN. 8"MIN.
<br /> CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE
<br /> FOR SITE WORK PREPARATION&FOUNDATION WORK.AS MINIMUM THE TOP 3"OF GRADE (TYP.) (TYP.)
<br /> SHALL BE REMOVED.THE EXPOSED SUSGRADE COMPACTED,GEOTEXTILE FABRIC AS REQUIRED NOTES: SE01845A
<br /> FOR UNSTABLE SOIL CONDITION.
<br /> 1. LEANSEIN PLACE ORF
<br /> PACTEDTOP,MAYSE CASCADE HIGH
<br /> 2. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95%COMPACTION AT A MAXIMUM DRY USED IN PLACE OF COMPACTED SAND.
<br /> DENSITY AS DETERMINED BY ASTM D-1567 OR WITHIN PLUS OR MINUS 3%OF OPTIMUM MOISTURE
<br /> i CONTENT. 2. BURY CONDUITS 36'MINIMUM BELOW FINISHED
<br /> GRADE. SCHOOL OL N.
<br /> 3. ALL PVC SWEEPS TO BE A MINIMUM 38"SWEEPS.
<br /> WATER TANK
<br /> SCALE SCALE SCALE 2 7410 OLYMPIC DRIVE
<br /> ACCESS ROAD 8 POWER/ TELCO TRENCH N T g 5 NOT USED
<br /> N.T.S. EVERETT,WA 98203
<br /> CONTRACTOR TO INSTALL VIEW FROM EXTERIOR
<br /> INTERIOR SIDE ASOOT ASSEMBLY KIT AT •/O` /„� WATERTANK
<br /> EVERY PORT EITHER TO SEAL 1 \
<br /> SNAP IN HANGERS FURNISHED4"BOOT ASSEMBLY KIT,SITE FLEXIBLE LIQUID TIGHT OPEN PORTS OR TO TO SEAL J O 1/�` •
<br /> HYBRIDB"PVC BEES(TY FOR COAXINTTOND PRO 1 OR EQUAL PART CONDUIT BETWEEN PORT AND CABLES .yr,
<br /> OII Jl�O\
<br /> ABY CABLES(TTP.)-PAINT MATCH
<br /> CONTRACTOR4. S- LEG
<br /> -- EXISTING WATERUTNK NUMBER ROUBHOSBERBDT O NNCLUDEBDS ON PEFINISHED GR40E B /STRUT RUBBER BOOT,IN6ERT,ANp •4"FEE-THROUGH ENTRYQFOR7/8"CABLEUSE / PANEL BY MTS OR EQUAL / \/•WATER TANK LEG BRACKET �a f9�• duRl3genoN APPRovAl6rAMP
<br /> :LBYCONTRACTOR,SPAGINODEPARTMENT FOR IANO UBE
<br /> '� 4-0"(MANF:ANDREW PM:EX-P1080) 4111 RIGID STEEL CONDUIT lll���-!!! �L\�uQr •
<br /> !a
<br /> EXISTING WATER TANK LEG �\ PVC CONDUIT(FOR POWER, .411114111111111111111% O O y/� CABINET 8
<br /> I4�,
<br /> kap)) TELCO,COAX,OR HYBRID)SIZE •.\\�+, .
<br /> O 118"Val/RIBBER GASKET AS SHOWN ON LAYOUTS VIEW FROM INTERIOR 11»dd CONSTRUCTION
<br /> 1 BETWEEN COAX CABLE
<br /> BRACKETS AND WATER TANK FOR 1 1/4"-1 5/8"CABLE RIGID STEEL TO PVCADAPTOR DETAILS
<br /> LEG,FURNISHED AND USE ONE HOLE INSERT NOTES:
<br /> INSTALLED BY CONTRACTOR SHEET NUMBER
<br /> p 1.GROUND OUTSIDE WAVEGUIDE ENTRY
<br /> 00 la ONWITH#NSOLIDN TO MASTERECRIMP A-7
<br /> SCALE SCALE " SCALE CONNECTIONS TO BUS BAR. gCALE
<br /> 1 ERTICAL CABLE MOUNTING A N.T.S.AL 12 CABLE BOOT N.T.S.A9 CONDUIT STUB-UPA N.T.S. 6 COAX CABLE HATCH PLATE N"Tg 3 (4/2;9-
<br />
|