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HomeMy WebLinkAboutT_6052_SCOMMUNICATION GENERAL NOTES: 1.SEE SPECIAL PROVISION FOR SPECIFICATIONS ON FIBER OPTIC CABLE, CONTROLLERS, CCTV CAMERA,DATA/VIDEO TRANSMISSION EQUIPMENT AND ALL PROJECT ELEMENTS.2.THE CONTRACTOR SHALL REPAIR ALL DAMAGED LANDSCAPING AND IRRIGATION TO THE SATISFACTIONOF THE ENGINEER.3.CONDUIT SHALL NOT BE INSTALLED WITHIN ONE FOOT OF EITHER SIDE OF WHEEL TRACKS (PARALLELTO WHEEL TRACKS). CROSSINGS ARE ALLOWED.4.CONDUIT SHALL NOT BE INSTALLED DIRECTLY OVER ANY UTILITY LINE (PARALLEL WITH THE LINE).UTILITY LINE CROSSINGS ARE ALLOWED.5.LOCATIONS OF WORK ELEMENTS SHOWN ON THE PLANS ARE SCHEMA TIC IN NATURE. FINAL LOCATIONOF CONDUITS SHALL BE DETERMINED AS DIRECTED BY THE ENGINEER IN THE FIELD.6.PULL BOXES AND SPLICE BOXES SHALL NOT BE LOCATED IN DRIVEWAYS OR OTHER LOCATIONS WHICHMAY INTERFERE WITH THE MOVEMENT OF PEOPLE OR VEHICLES. PULL BOX LOCATIONS SHALL BEADJUSTED AS NEEDED.7.PULL BOXES AND SPLICE BOXES SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS ON SHEETSXX AND XX, AND INSCRIBED "TRAmC SIGNAL" ON ONE LINE AND "FIBER OPTIC" ON THE SECOND LINE.8.WHERE CONDUIT IS INSTALLED AND DISTURBS EXISTING STRIPING, CONTRACTOR SHALL ARRANGE ANDPAY FOR STRIPING. SEE SPECIAL PROVISIONS FOR CONTRACTOR RESPONSIBILITY FOR TEMPORARYPAVEMENT MARKINGS.9.ALL PCC SIDEWALK, DAMAGED BY THE CONTRACTORS OPERATIONS, SHALL BE SAWCUT, REMOVED ANDREPLACED, TO EXISTING EXPANSION/SCRIBE JOINTS.10.THE CONTRACTOR SHALL HAND DIG AND EXPOSE ALL UTILITY CROSSINGS PRIOR TO ANY OPENTIRENCHING OPERATIONS. THE CONTRACTOR SHALL USE EXTREME CARE WHEN EXPOSING EXISTINGUTILITIES.11.EXISTING UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM RECORD INFORMATION TO AID THECONTRACTOR. CONTRACTOR SHALL VERIFY LOCATION (BOTH VERTICAL AND HORIZONTAL) OF ALLEXISTING UNDERGROUND LINES (SHOWN OR NOT) AND NOTIFY ENGINEER OF ANY DISCREPANCIES ORCONFLICTS PRIOR TO DOING STREET WORK.12.THE CONTRACTOR SHALL LOCATE, PROTECT. SHORE, BRACE, SUPPORT, AND MAINTAIN ALL EXISTINGFACILITIES INCLUDING GAS, WATER, IRRIGATION, SEWER, POWER, STREET LIGHTS, TELEPHONE ANDOTHER CONSTRUCTION WHICH MAY BE UNCOVERED OR OTHERWISE AFFECTED BY THE WORK.CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCHFACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY UTILITIES FORTY-EIGHT HOURS INADVANCE OF ANY CONSTRUCTION. USA (UNDERGROUND SERVICE ALERT) SHALL BE CALLED AT800-227-2600 BEFORE PLANTING TREES, TIRENCHING, DIGGING POST HOLES, BLASTING, GRADING,EXCAVATING, DRILLING, BORING, ETC.13.ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. DEVICES NOLONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. AS REQUIRED BY ENGINEER,CONTIRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS FOR APPROVAL PRIOR TO CONSTRUCTION.TRAFFIC CONTROL PLANS SHALL CONFORM TO THE 2016 WATCH MANUAL, AND THE CALIFORNIAMUTCD.14.PEDESTRIAN TIRAFFIC MUST BE MAINTAINED AT ALL TIMES. PEDESTRIANS MAY BE RELOCATED ONTOPRIVATE PROPERTY WITH OWNERS PERMISSION ONLY. SIDEWALK MAY BE CLOSED WITH THE PERMISSIONOF ENGINEER.15.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK, ROADWAYS, OR IN THE BIKE LANE ATANY TIME. UNLESS APPROVIED BY THE CITY INSPECTOR.16.A 12" (305 mm) VERTICAL SEPARATION BETWEEN NEW CONDUITS AND OTHER UTILITIES SHALL BEMAINTAINED AT CROSSINGS. A 5' (1,524 mm) MIN. HORIZONTAL SEPARATION BETWEEN NEW CONDUITSAND POWER AND WATER UTILITIES THAT RUN PARALLEL SHALL BE MAINTAINED. A 5' (1,524 mm)(EXCEPT WHERE NOTED) MINIMUM SEPARATION BETWl::EN CONDUIT AND SANITARY SEWER AND STORMDRAINS THAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERWISE APPROVED BY THE CITY.THE CONTRACTOR SHALL MAINTAIN A MINIMUM 5' (1,524 mm) CLEARANCE FOR ALL OTHER FACILITIES.17.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTEDIN ACCORDANCE WITH 2010 STATE STANDARD SPECIFICATIONS AND PLANS, THE "STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTIRUCTION", 2018 EDITlON AND SUPPLEMENTS TO DATE,EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THISCONTRAcrs SPECIAL PROVISIONS.18.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TOADJOINING IMPROVIEMENTS.19.P.C.C. SHALL BE CLASS 560-C-325020.CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWl::RAND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALLBE ADJUSTED TO GRADE BY OTHERS.21.AT THE END OF EACH WORK DAY, CONDUIT CAPS SHALL BE PLACED ON ALL VACANT DUCTS. DUCTSIN BUILDING ENTIRANCES, NEW OR EXISTING, SHALL BE SEALED PRIOR AND AFTER PLACEMENT OF FIBER OPTIC CABLE, INCLUDING DUCTS ON WALLS WHERE CORING IS REQUIRED. 22.THE REMOVAL, STORAGE AND REPLACEMENT OF ALL SHRUBBERY SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR. ALL LANDSCAPING SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITlON.23.ALL BORINGS SHALL BE OUTSIDE THE DRIP LINE OF ALL TIREES TO PREVENT ROOT DAMAGE.24.CAUTION! BURIED TRAFFIC SIGNAL LOOPS, DAMAGED OR CUT, SHALL BE REPLACED BY CONTRACTORTO CITY SPECIFICATIONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAFFIC DEPARTMENT 24HOURS PRIOR TO ANY WORK IN THESE AREAS.25.CONTRACTOR SHALL MAINTAIN BIKE PATH OPEN FOR USE DURING CONSTRUCTION. CROSSING ON THEBIKE PATH SHALL BE MADE BY USING JACK AND BORE. ALL TRENCHING SHALL BE RESTOREDBEFORE DAYLIGHT USE. TRAFFIC CONTROL SIGNAGE SHALL BE USED TO WARN TRAFFIC OF THECONSTRUCTION OPERATIONS.26.TRAFFIC SIGNAL CIRCUITS AND INTERCONNECT CONDUITS MAY NOT BE SHOWN. CONTRACTOR SHALLLOCATE ALL TRAFFIC SIGNAL CIRCUITS AND INTERCONNECT CONDUITS PRIOR TO ANY TRENCHING ORBORING. PROVIDE 3' (914 mm) SEPARATION BETWEEN NEW CONDUITS AND ALL TRAFFIC SIGNAL ANDINTERCONNECT CONDUITS AND 3' (914 mm) FROM ALL TRAFFIC SIGNAL CONTROLLERS AND PULLBOXES. ALL TRAFFIC SIGNAL AND INTERCONNECT CONDUITS SHALL BE MAINTAINED AND PROTECTED.27.AT LOCATIONS WHERE CONTRACTOR REMOVES EXISTING SIC IN EXISTING CONDUIT, CONTRACTOR SHALLFURNISH AND INSTALL ONE (1) /110 GREEN STRANDED FOR FUTURE USE AS PULL WIRE AND TRACEWIRE.28.ALL NEW CONDUITS SHALL CONTAIN ONE (1) /110 GREEN STRANDED FOR FUTURE USE AS PULL WIREAND TRACE WIRE.29.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PATCH CORDS WITH APPLICABLE CONNECTORS (ST,LC) AT BOTH ENDS.30.THE CONTRACTOR SHALL FIELD VERIFY ELECTRICAL SERVICE LOCATIONS AND PROVIDE ALLNECESSARY ACCESSORIES FOR INSTALLING TRAFFIC SIGNAL CABINETS, FIBER. COMMUNICATIONEQUIPMENT, AND CCTV SYSTEM.31.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS FOR ALL WORKTHROUGHOUT THE COURSE OF CONSTRUCTION.32.THE CONTIRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEYMONUMENTS OR MARKERS DURING CONSTRUCTION.33.COST TO REMOVE AND REPLACE EXISTING PAVEMENT OVER UTILITY LINE TRENCHES SHALL BEINCLUDED IN THE BID PRICE. TRENCHES SHALL BE BACKFILLED AND PAVEMENT SHALL BE REPLACED COMMUNICATION GENERAL NOTES (CONT):: PER CITY SPECIFICATIONS. PAVIEMENT SHALL BE REPLACED IN KIND AS DETERMINED IN THE FIELD BY THE ENGINEER. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE RESTORED (IN THERMOPLASTIC). 34.ALL NEW CONDUITS SHALL ENTER AND EXIT PULL BOXES WITH 45 DEGREE SWEEPS AS SHOWN ONCONDUIT AND PULL BOX DETAILS -SHEETS 2 THROUGH 4.35.NEW CCTV CAMERA SYSTEMS (CAMERA, MOUNTING HARDWARE, ENCODER AND CABLE) TO BEFURNISHED AND INSTALLED BY CONTRACTOR.36.NEW ETHERNET HARDWARE (ETHERNET SWITCH, AGGREGATION ETHERNET SWITCH) TO BECITY-FURNISHED AND INSTALLED BY CONTRACTOR. CONTIRACTOR TO FURNISH AND INSTALL CAT-6CABLE AND FIBER JUMPERS TO COMPLETE INSTALLATION.37.PRIOR TO INSTALLING NEW CONDUCTORS IN EXISTING CONDUITS, THE CONTRACTOR SHALL CLEAN THEEXISTING CONDUIT WITH A CYLINDRICAL WIRE BRUSH, BLOWN OUT WITH COMPRESSED AIR, AND THENPULL A MANDREL THROUGH.38.UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL PROJECT RELATED USA MARKING.REMOVAL METHOD SHALL BE APPROVED BY THE CITY INSPECTOR. EX. 1.5"C. WITH 48-STRAND SMFO TO E. COAST HWY./MARGUERITE AVE. I ' c. . '! . I if. . II I I . I >-. � I // I r I (9 . i I r . I ' I )I I .!_ � . I I I , I . I . : / I II ' I / . ,_I(/) . � I I I I . 1 / I.LJ . ' •II I I . . ii I I I i I . I. ,'. / II I I 0 0 .. .,,, ·1' ( -I /! � I '<t-"' "' ' \ \ \ I I a a ' I - ' "' ' I ' . I • I '{ f-..---jcBI 7 I �� /,V'-#6E ( 'I ;) i I I I I ·/i 1 I 3 I 4 lMV NEW 2·c. I , MARIGOLD -'-' D . . N - -- I') -11_:\:QO ,._ ,1, ;-1 I .• If) CD - Cl . \ \ ;-t2lsl \j :---==,,\_ --=----t=...--L � -:--. _..,,.._ -CURB DRAINS - EX. '�/ I I I . if=i I 1 I � I i .· . GAS STATION f I I I 18 O EX. 1.5"C. WITH 48-STRAND SMFO \ )i /To E. COAST HWY/POPPY AVE . y I : . I COMMUNICATION CONSTRUCTION NOTES: FURNISH AND INSTALL NEW CONDUIT PER CONDUCTOR SCHEDULE. FURNISH AND INSTALL NEW 1/6 PULL BOX.FURNISH AND INSTALL SMFO CABLE PER CONDUCTOR SCHEDULE. FURNISH AND INSTALL #10 GREEN WIRE PER CONDUCTOR SCHEDULE. CONNECT WIRE IN PULL BOX WITH SPLIT BOLT. COIL 15 FEET ( 4.6 METERS) OF 6-STRAND SMFO DROP CABLE IN PULL BOX FOR SLACK. COIL 50 FEET (15.2 METERS) OF SMFO DROP CABLE IN ELECTRICAL/MECHANICAL ROOM FOR SLACK. FURNISH AND INSTALL SPLICE CLOSURE. FUSION SPLICE EXISTING 48-STRAND SMFO CABLE TO6-STRAND SMFO DROP CABLE. COIL 50 FEET (15.2 M) OF DROP CABLE FOR SLACK. SEE SHEET 5 FORFIBER ASSIGNMENTS. [fil FURNISH AND INSTALL NEW FIBER DISTRIBUTION UNIT (FDU)/PATCH PANEL IN EXISTING EQUIPMENT RACK. [fil INSTALL ONE (1) CITY FURNISHED AGGREGATE ETHERNET SWITCH. CONDUCTOR SCHEDULE (THIS SHEET ONLY) CONDUCTOR TYPE FUNCTION 48 SMFO ETHERNET CIRCUIT 6 SMFO DROP CABLE ETHERNET CIRCUIT #10 GREEN WIRE CONDUIT SIZE CONDUIT TYPE ALL CONDUCTORS AND CONDUIT ARE EXISTING, UNLESS NOTED OTHERWISE: (N)=NEW, . . r-· __ , J I I �-0 ' 1' I -�\ ' i I >-UJ -. . . . . 0 0 �\. 'M- 7 AVENUE . . •• . 0 0 -- .. 2 5 UNDER S/W _[B_RAl,N_:_ ==--==- -==- ____ _ L ---------,,--- --c;, I . I I II: I 1 I : . '- I� --- h,\[4 3EX. 2.5"C. FIRE STATION NO. 5 1_1,--­ J I�� Y�1 �� s I I -'-, I .. 1----1 � I I � I -L_r LIBRARY --, I I I I I I I I I _ _____ J . . - NEW INSTALLATION QUANTITIES SPLICE CLOSURE FIBER OPTIC DISTRIBUTION UNIT (FDU)/FIBER PATCH PANEL #6 PULL BOX AGGREGATE ETHERNET SWITCH (CITY FURNISHED) --1 -1 (N) 1 (N) -315' 1 (N) 1 (N)1 250' 2.5" 2"(N) 1.5" -PVC PVC E - - • � SCALE: 1"=20' 2 1 C-8136-2 <I) C <I) <I) L "' L E !J-.. - - L <I) .D "0 "'L 0 2 -"'0 0 -a:u/-� � 0 >,0 ,. "' I � "' 00 0 /-C 0 � ::,"' C 0u Cl) "' "' Cl) 0:: / u G: �--,------,---------------------,.----.---------------------r-------------------------------1-a'.APPROVAL RECOMMENDED: COMMUNICATION PLAN -; Cl) L E.COAST HWY AT MARIGOLD AVENUE 0 ��:R1�·E:W ;5;1 FOR FIRE STATION NO. 5 / LIBRARY (COM BRANCH)� CITY TRAFFIC ENGINEER g' l-:-:-:-:--:---.-:-:;-----+-----------------------.------,-----1/ DESIGNED: RG DRAWN: RG CITY OF NEWPORT BEACH T-6052-S �1----'-..;_"='�---I "' CHECKED:EL DATE:12106118 PUBLIC WORKS DEPARTMENT SHEET 1 OF 4 3-i...------------------------------------------------------------------------------..i...-...i..----.1....-------------------i....----1.--------....li.----.:a.:..1.--.;.:.i...::.::.�i....---------------------.L..--1.---1.-....J�DATE APPROVED NO. DESCRIPTION OF REVISIONS RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. [j] m [] 11) [fil [I] [z] ~ , I, . + !)f , ,,, . jl --' I ' l I I~ ' j --> -1 - I I . . -- 1 ---' . -I ' \ -\ ,,, Ii) -- ---,,, I -----I ' -. I -· I -... ~ ~ I I ! I . . i,I . . ..,_ -,,. ' t1 . I (_) . -. I I . . \ I I I I i1 I ' ...J ...J <( I -12:1:00 -- _J 1~ 3~ .. 4ffi NEW 2 C. --- I I . . I . . I I I . . w . ---- J ------- . . ~Wi:ESS~~ ~ 1,\\~ Eb~~~ ._ .;,-<" ~ ' '"'r <;l ~ I} No. 45_5j} . z o Exp.lZ ~ .P-, CIVIL ;1)~ "If 0, CAL\ I RUN ~~µ..: -13+00 - . . . . ' -. ------ I I 1 ' 1 I I TOTAL . I I N I co ~ '-O> ~ '- I I N "' ,. "O u :;:; 0. 0 G: - ·- ~ 0 "' ,. I 0 u / ~ 0. 0 ~ " .n G: "O 0 "' ·c: 0 ::;; ..c -- ~ - DIVISION ID (AS SHOWN ON PLANS: TRA FFIC SIGNAL/ FIBER) 318 " BRASS NYLON OR STAINLESS STEEL SiUD BOLTS NUTS AND WASHERS 2 PER BO X.' RECESS IN COVER F6R NU T BOLTDOWN (4X) PULL BOX COVER NON-SKID SURFACE DIVISION ID (AS SHOWN ON PLANS: TRAFFIC SIGNAL FIBER OPTICS) 3/8 " BRASS NYLON OR STAINLESS STEEL SiUD BO LTS NUTS AND WASHERS 2 PER BOX.' RECESS IN COVER F6R NUT BOL TDOWN ( 4X) PU LL BOX COVER NON-SKID SURFACE 35" ' N N = = .. ·,"., ; .... .30 1 /2" f-----1_j_ TYP ICA L NO. 6 & 6E PULL BOX P LAN VIEW \":' .. ·,··:&?=·.:. -.. :. :~_:::·,. : :;: :p·,·. :j f TYPI CAL NO . 6 & 6 E PU LL B OX COVER OPEN BASE TYP ICAL NO. 6 PULL BOX NO. 6 PULL BOX (30 1,/2" X 17 1,/2" X 12" NOMINAL) LIFTING BO LT 2 EACH SIDE WALL OPEN BASE TYP ICA L NO. 6 E PU LL BOX NO. 6E PULL BOX LIFTING BOLT 2 EACH SIDE WALL (30 1 /2" X 17 1 /2" X 24" NOM INAL) SEE DETAI L B ~ _,,,-- ,✓ '- ~SEE DETAIL B \ , I -- / -@ @ NO. 6 PULL BOX SIDE VIEW ' / ~ NO. 6 PULL BOX END VIEW DETAIL A NO. 6 & 6E PULL BOXES NO SCALE ! I \ \ ' ' \ • : --/ '-/ --@ @ NO . 6E PULL BOX SIDE VIEW ..,_ N NO . 6E PULL BOX END VIEW ' v N INSTAL LATION NOTES : 1. CONCRETE RING SHALL BE MINOR CONCRETE. 2. CONCRETE ENCASEMENT RING DIMENSION, D, TO BE EQUAL TO DESIGN PAVEMENT DEPTH. 3. PAVEMENT AND SUBGRADE TO BE AS DIRECTED BY THE ENGINEER . I 0 -<.D ,I c.o -c.o ASPHALT PAVEMENT . <J L1 . A. .. ·.1·<J <1 .• • CONCRETE RING ARO UND VAULT q . LI VAULT COVER WITH TRAFFIC RA TING " C: INSTALLATION IN ASPHAL T PAVEMENT NO SCALE INS TALL ATION IN COMPACTED EARTH NO SCA LE DETAIL B " " L c,, L E a. ..,_ v o> 3' "O J ',:; a. 0 L " .D u... "O 0 o> L 0 ::, >, 3' I ~ <I) 0 0 0 / N Cf) 0 "1 I .c: <I) .D ::, [L u <( / a. E Q) • / C-8136-2 o u 0 ? ..---.------,----------------,r---.------r:-;:;;~::-;;;:~;;:;:;;;;:~-,----------------------i% APPROVAL RECOMMENDED: COMMUNICATION PLAN i E. COAST HWY AT MARIGOLD AVENUE { ~;'i;~1~("RJUs;1---DETAI L SHE ET ~ 1--..:.:.CITY:..:.....::.:TR:::.AF:_;.:FIC:....:E:....:NG::..:.:INE=ER:__l---------------.-:--::-:::-:::::--=---t > DESIGNED: RG DRAl'IN: RG CITY OF NEWPORT BEACH T-6052-S ~ :::, L _________________________________________________ J...:.:.NO~ • .L..::DA::.:;TE:.._.L.:D::ES::::;CR:::,_IPTI=ON:.:..O:.F.:.::RE:.:.:,VIS:::.::IO:::,:NS:,__ ______ J.:A ... PP_Ro:...vE:.:.DL--------1-CH-EC-KE-D:~ELJ_o_AT...:E:1,;;,1.2 ~06"'"'18:a.i.... ___ P_u_s_u_c_w_o_R_Ks_o_E_P_AR_T_M_E_NT __ ---1,,_sH_EE_T _2_oF_4__,--S DIVISION ID (AS SHOWN ON PLANS: TRAFFIC SIGNAL/FIBER) BOLTDOWN (4X) LIFT PIN (2X) VAULT 1 . ~-- SPLICE OPEN BASE BOX PLAN NO SCALE LIFTING BOLTS 2 EACH SI DE ( 4X) --1/ VIEW GENERAL NOTE (THIS SHEET ONLY) CONTRACTOR SHALL PROVIDE KNOCKOUTS ON ALL SIDES OF THE -. -' I ,. I I I I I I I I I I I I I I L I ' ~ 38 }a" 33 %" - 0 0 --· H-I· f.-- -!--- -.. - t --. I I I I I I I I I I I I I I I L. I SIDE VIEW NO SCALE 26 Y.," 22· I .. -~, ---~ -- END VIEW NO SCALE ' -- I , I I I I I I I I I I I I I I I ' - I / I I I I I I I I I I I I I I I ,J CONDU IT \ MAINLINE SMFO CABLE IN MICRODUCT MAINLINE SMFO CABLE SLACK WITH IN MICRODUCT COUPLER SPLICE CLOSURE-~ SEE SPLICE PROCEDURE FOR DETAIL CONDUIT /CONDUIT MAINLINE SMFO CABLE IN MICRODUCT FIGUR E 8 COIL OF CABLE NOT SHOWN FOR CLARITY ___.--~ DROP SM FO CABLE IN MICRODUCT CONDUIT 15 FEET OF CABLE SLACK IN MICRODUCT COUPLER ON EACH END, UNLESS OTHERWISE NOTED ON PLANS /CONDUI T MAINLIN E SMFO CABLE IN MICRODUCT PULL BOX OR SPLIC E BOX WITH NO SPLICE PULL BOX OR SPLICE BOX WITH SPLICE NO SCALE __..------tt6 COPPER WIRE A TT ACHED TO GROUNDING PROVISION ON SPLICE CLOSURE WITH A TERMINAL LUG ,,,,,.-----r:' GROUND ING ROD SPLICE BOX INSTALLATION NO SCALE = = st N .. . . '., . .":'. TO SP LICE CLOSURE NO SCALE INSTALLATION NOTES: 1. CONCRETE RING SHALL BE MINOR CONCRETE. 2 . CONCRETE ENCASEMENT RING DIMENSION, D, TO BE EQUAL TO DESIGN PAVEMENT DEPTH . 3. PAVEMENT AND SUBGRADE TO BE AS DIRECTED BY TH E ENG INEER. ,,,.---15 FEET SLACK FOR EACH CABLE OUTSIDE PULL BOX TAG CAB LES AND SECURE WITH CABLE STRAPS ~-=;=';'~ OUTGOING CABLE <l) C <l) <l) L 0, L 36" X 24" X 24" (NOMINAL) SPLICE BOX ASSEMBLY PIGTAILS TO ENTER --.. SPLICE CLOSURE CX) z.::_ <D D NO SCALE GENERAL NO TE S: (THIS SHEET ONLY) TYPICAL SP LICE BOX COVER NO SCALE 1 . 2 . .3. 4. 5. 6. 7. UPON ACCEPTANCE OF THE WORK ALL CONDUITS SHALL BE SEALED WITH COMPATIBLE SEALANT MATERIAL. ALL CABLE STRAPS SHALL BE DES IGNED TO WITHSTAND ULTRA-VIOLET EXPOSURE. THE SPLICE VAU LT SHALL BE CAULKED AFTER ALL KNOWN ENTRANCES HAVE BEEN MADE . THE SPLICE VAULT SHALL HAVE INTEGRAL BASE OR SHALL BE GROUTED PER PULL BOX SPECIFICATION . CONCR ETE ENCASEMENT RING TO BE EQUAL TO DESIGN PAVEM ENT DEPTH. PAVEMENT AN O SUBGRADE TO BE AS DIRECTED BY THE ENG INE ER. FIBER OPTIC CABLE SHALL NO T BE CUT AT SPLICING LOCATIONS. CABLE SHALL CONTINUE THROUGH ANO SPLICING ONLY THE REQUIRED FIBERS AT THAT LOCATION. STEP 1 CLOSURE SHALL BE SEALED AND ENCAPSULATED USING RE-ENTERABLE COMPOUND INCOMING -~--2 CAB LE IN MICRODUCT INSTALL SMFO CABLE IN MICRODUCT COUPLER STEP 3 SPLICE CLOSURE SPLICE CLOSURE STEP 2 ' N - L <l) .0 c:: .,, 0 0, ·c 0 ::e -~=--OUTGOING INCOMING-~---. .,.---= ____ OUTGOING 0 CABLE IN CABLE IN /. .,.,,;;.--L__ / CABLE IN >, MICRODUCT MICRODUCT /1 / MICRODUCT 1 I\ / SPLICE CLOSURE AND EXCESS CABLE ARE TO BE COI LED AND PLACED INSIDE GROUND BOX I \ / ( "~-:,,- 1.---------- I I DROP CABLE IN MICRODUCT STEP 4 SPLICE PROCEDURE NO SCALE -(/) 0 0 ;;, N "' D "' I .c "' :0 :, (L " <( / 0. E <l) VAULT. EXACT DIMENSION AND LOCATION OF THE KNOCKOUTS SHALL 8. FULL CABLE CU TS SHALL BE APPROVED BY TH E EN GINE ER . / C-8136-2 s 0 _:;!-BE PROVIDED BY THE CITY IN THE FIELD. r----i-------r--------------,-----,--------,r.:::::=::--=:~==----------------------------l.S APPROVAL RECOMMENDED: o COMMUNICATION PLAN E. COAST HWY AT MARIGOLD AVENUE DETAIL SHEET 0 0. 0. <( / <l) C <l) ~ ~ t-=:=:------r:c~,-------j-----------------,-------1/ DESIGNED: RG DRAWN: RG CITY OF NEWPORT BEACH T-6 05 2 -S i CHECKED: EL DATE:12 06 18 PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 3" -------------------------------------------------------L-...1---...1...------------_,1'---..J--------'----aaaJ.........:.aa~~--------------.....L-_.:;::..___;__.c:; NO. DATE DESCRIPTION OF REVISIONS APPROVED SIDEWALK • ROADWAY EDGE OF CURB SWEEP CONDUIT INTO PULL BOX·@ 3' MINIMUM ~ADIUS MAINLINE SMFO IN MICRODUCT A VARIES ~iwEEP ~ONDWIT. IN;o PULL BOX @ 3' MINIMUM RADIUS NO. 6 PULL ~ox TYPI CAL ORIENTATION (PLAN VIEW) DETAIL A CONDUIT AND PULL BOX INSTALLATION NO SCALE PAVEMENT SIDEWALK • NUMBER AND--~ SIZE OF CONDUIT AS NOTED ON PLANS MAX 45· STANDARD DEPTH AS PER SPECIAL PROVISIONS TOP FLUSH WITH SURROUNDING GRADE SECTION A-A PULL BOX NO . 6E MAINLINE SMFO CABLE SLACK WITHIN MICRODUCT COUPLER . . . . . . . NUMBER AND SIZE OF CONDUIT AS NOTED ON PLANS MAX 45· MAINLINE SMFO CABLE IN MICRODUCT FINISH SURF ACE LINE AREA TO BE GROUND 1-1 /2" BELOW FINISH SURFACE AND REPAVE WITH MEDIUM GRADE ASPHALT CONCRETE OVER REINFORCING FABRIC-SEE NOTES 2' TRENCH 2' REINFORCING FABRIC -17, X ::;;:w f---r O Q:'. z Q:'. => w _J w (/) (/) <( (/) 0 r<) 2 => 2 X <( 2 DETAIL B CL >-,-.. ~ ():'. w > 0 u 2 => 2 z 2 (() r<) TYPICAL TRENCH CROSS SECTION NO SCALE PAVEMENT SIDEWALK NUMBER AND--~ SIZE OF CONDUIT AS NOTED ON PLANS THICKNESS OF EXIST. A.C. PVMT. st N 3" HOPE CONDUIT, -----L- OR AS NOTED ON PLANS J TUNNEL TOP OF TUNNEL _.,..--''-._---- ------- TUNNEL DIAMETER TO BE APPROVED BY ENG INEER DETAIL C TYPICAL DIRECTIONAL DRILL UNDER PAVEMENT /SIDEWALK ' NO SCALE TOP FLUSH WITH SURROUNDING GRADE MAINLINE SMFO CABLE SLACK WITHIN MICRODUCT COUPLER . . O • 0 ♦ • 0 • ♦ • • NUMBER AND SIZE OF CONDUIT AS NOTED ON PLANS MIN R=3' " C: " " L "' L MIN R=3' MAX 45' STANDARD DEPTH AS PER SPECIAL PROVISIONS SECTION A-A PULL BOX NO. 6 MAX 45· MAINLINE SMFO CABLE IN MICRODUCT ~ Cf) 0 0 u / N '° 0 '° I .c -~ :;; ::, CL (.) <{ / Q_ E " r-('."©136-2.. ~ . (.) 0 _J ./ ,-----,----,--------------..------r-------,--=-----------,----------------------1.8 APPROVAL RECOMMENDED: o No. 45521 r,p.l,l•!!JI ·2a COMMUNICATION PLAN "6. Q_ --...;;t,.,t'' ~ E. COAST HWY AT MARIGOLD AVENUE { ANTONY BRINE•~ DETAIL SHEET ~ CITY TRAFFIC ENGINEER "' l-------.-----f------------------.--------1> DESIGNED: RG DRAWN: RG CITY OF NEWPORT BEACH T-6052.-S ~ ....._ ____________________________________________________ __,L_N_o . ..J--_oA_TE_1...o_Es_cR_1PTI_o_N _OF_R_Ev_1s1_ON_S _______ ....J...A_PP_Ro_vE..JD I..------.Lc_H_Ec_KE-D:__.,!;;!;EL;1..D_ATE_=~12~0~6 ~18L_ ___ PU_B_L_1c_w_o_R_K_s_o_E_P_AR_T_M_E_N_T __ _J,__sH_EE_T _4:__o_F ...:4:......Jt