HomeMy WebLinkAboutT_5958_SCONSTRUCTION NOTES
FOR DETAILS SEE SHEETS FOC-4 AND FOC-5.
i_,--L __ FURNISH AND INSTALL No. 6 PULL BOX AT 800' MAXIMUM SPACING UNLESS SHOWN OTHERWISE l__'_f PER DETAILS ON SHEET FOC-4 AND THE SPECIAL PROVISIONS.
i-;;-L__ REMOVE EXISTING PULL BOX. MODIFY EXISTING CONDUIT TO INSTALL 45 DEGREE SWEEPS FOR FIBER L:.J---OPTIC CABLE. INSTALL No. 6 PULL BOX PER DETAILS ON SHEET FOC-4 AND THE SPECIAL PROVISIONS.
0---~ EXISTING CONDUIT.
[-~-FURNISH AND INSTALL 24 STRAND SM FIBER OPTIC SIC IN EXISTING/PROPOSED CONDUIT AS NOTED.
0---EXISTING 3" CONDUIT WITH TRAFFIC SIGNAL CONDUCTORS.
0----FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT PER DETAIL SHOWN SHEET FOC-3. 0-COil 30' OF PROPOSED 24 SIBAND SM FIBER OPTIC SIC IN PROPOSED FIBER OPTIC SPLICE VAULT.
EXISTING_t' _CONDUIT
hfu'R~A IN fN"cL~ WITw<rLIC~Y. s~ N~A
~.U_tji2 TION . _ _ _ }jYfHt: ~EER/ / / /, §-FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT (3" RIGID STEEL CONDUIT AT ALL STREET
CROSSINGS).
RE
G-FURNISH AND INSTALL 6 STRAND SM FIBER OPTIC DROP CABLE IN EXISTING/PROPOSED CONDUIT, AS NOTED.
[EJ-COIL 10' OF PROPOSED FIBER OPTIC DROP CABLE IN EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. LABEL
CABLE ACCORDINGLY. FUTURE CONNECTION BY CITY FORCES. ~ REMOVE EXISTING No. 5 PULL BOX. 8-EXISTING 2" CONDUIT, #12 BARE WIRE, 3 DLC
0--EXISTING 2" CONDUIT, 2 DLC ~ EXISTING TYPE Ill SERVICE CABINET
DIGALERT
\
EIBER __ OPIJC SIGNAL INTERCONNECT GENERAL NQIES
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ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF: CITY OF NEWPORT BEACH STANDARDS AND SPECIFICATIONS (LATEST EDITION). THE STATE OF
CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CAL TRANS) STANDARD PLANS (DATED JULY 1999) ANO SPECIFICATIONS (DATED JULY 1999); 2003 MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 2003 MUTCD CALIFORNIA SUPPLEMENT; CITY OF LOS ANGELES DEPARTMENT OF TRANSPORTATION (LADOT)
STANDARD DRAWINGS AND SPECIFICATIONS (LATEST EDITION); THE SPECIAL PROVISIONS; OR AS DIRECTED BY THE CITY'S REPRESENTATIVE.
UTILITIES SHOWN ON THESE PLANS AND ELEVATION ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED
TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL KNOWN SUBSTRUCTURES PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE WITH SUCH
FACILITIES ("UNDERGROUND SERVICE ALERT" -(800) 422-4133). CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES.
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED AGENCIES AND UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO
START OF.CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF CONSTRUCTION WITH ALL AFFECTED AGENCIES AND UTILITY COMPANIES ..
WHERE DAMAGE IS CAUSED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR SHALL AT HIS EXPENSE REPAIR OR REPLACE DAMAGED FACILITIES PROMPTLY IN
ACCORDANCE WITH CALTRANS STANDARD SPECIFICATIONS.
THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE FIELD LOCATIONS OF ALL COMMUNICATION EQUIPMENT, PULL BOXES, AND SPLICE VAULTS
PRIOR TO INSTALLATION.
ALL AFFECTED SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE PROTECTED AND/OR REPLACE IN-KIND, AT NO COST TO THE CITY, IN ACCORDANCE WITH
THE CALTRANS STANDARD PLANS AND SPECIFICATIONS AND THE LATEST EDITION OF THE TRAFFIC MANUAL.
NO LANES MAY BE CLOSED OR OBSTRUCTED AT ANY TIME UNLESS SPECIFICALLY ALLOWED PER THE ENCROACHMENT PERMIT AND/OR AS DIRECTED BY THE CITY'S
REPRESENTATIVE.
WHERE SURVEY MONUMENTS EXISTS, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED ANO RESET PURSUANT TO BUSINESS AND
PROFESSIONAL CODE, SECTION 8700 TO 8805 (LAND SURVEYOR'S ACT).
ALL NEW CONDUIT SHALL BE 3" PVC SCHEDULE 80 (RIGID STEEL AT STREET CROSSINGS), UNLESS NOTED OTHERWISE. NEW CONDUIT SHALL BE PULLED THROUGH
OPPOSITE ENDS OF PULL BOXES USING 45 DEGREE U.L. APPROVED ELBOWS UNLESS NOTED OTHERWISE.
ALL NEW PULL BOXES SHALL BE No. 6, UNLESS SHOWN OTHERWISE. PULL BOX SPACING SHALL BE NO MORE THAN 800' SPACING UNLESS NOTED OTHERWISE.
ALL CONCRETE SIDEWALK AND ASPHALT CONCRETE PAVEMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND IN ACCORDANCE TO THE CITY OF
NEWPORT BEACH REQUIREMENTS.
ALL CONDUIT SHALL HAVE A #8 BARE BOND WIRE AND PULL ROPE.
FIBER OPTIC SPLICE VAULTS SHALL BE PER DETAILS SHOWN ON FOC-3 AND THE SPECIAL PROVISIONS.
PROVIDE 10' FIBER OPTIC SLACK LOOP IN EACH No. 6 PULL BOX.
CONTRACTOR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN QUALIFIED TO WORK ON THE COMMUNICATION SYSTEM AND EMPLOYED BY THE
MANUFACTURER OR HIS REPRESENTATIVE, PRESENT AT THE TIME THE SYSTEM IS TURNED ON.
NEW PULL BOXES OR SPLICE VAULTS SHALL NOT BE LOCATED IN OR WITHIN 1' OF ANY CURB ACCESS RAMP ANO SHALL NOT BE CLOSER THAN 3' TO
DRIVEWAYS.
17. EACH FIBER OPTIC CABLE SHALL BE PERMANENTLY IDENTIFIED. IDENTIFlCAllON SHALL BE BY DIRECT LABELING, FOR DETAILS SEE THE SPECIAL PROVISIONS.
18. THE CONTRACTOR SHALL PROVIDE ALL PATCH CORDS AND CABLING WITH APPROPRIATE CONNECTORS FOR FUTURE CONNECTIONS FOR THE PROPOSED
EQUIPMENT AS DIRECTED BY THE ENGINEER.
19. TRAFFIC SIGNALS SHALL REMAIN IN OPERATION AT ALL TIMES UNLESS APPROVED BY THE CITY'S REPRESENTATIVE.
20. BORE AND JACK METHOD SHALL BE USED FOR INSTALLING CONDUIT UNDER PAVEMENT, UNLESS DIRECTED OTHERWISE BY THE CITY'S REPRESENTATIVE,
21. ALL NEW CONDUIT SHALL BE INSTALLED A MINIMUM OF 36" UNDER SIDEWALK AND STREET, UNLESS SHOWN OTHERWISE.
22. CONTRACTOR RESPONSIBLE FOR NOTIFYING THE CITY TRAFFIC OPERATIONS ENGINEER 72 HOURS PRIOR TO CONSTRUCTION FOR SCHEDULING ALL INSPECTIONS.
23. HAND DIG TRENCHES UNTIL CLEAR OF OBSTRUCTIONS. POT HOLING REQUIRED FOR UTILITIES SHOWN OR NOT SHOWN SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. THE COST FOR POT HOLING REQUIRED FOR UTILITIES SHOWN OR NOT SHOWN SHALL BE INCLUDED IN THE CONTRACT BID PRICE.
24. ALL NEW PULL BOX AND SPLICE VAULT LIDS SHALL READ "TRAFFIC SIGNAL FIBER OPTIC".
PLAN PREPARED BY,
LEGEN[> -----------------····· ·-·-····----· -
[SEE CALTRANS STANDARD PLAN ES-1A FCIR ADDITIONAL LEGENDS]
CENTERLINE ---------------EXISTING SIGNAL SYSTEM CONDUIT ---------------PROPOSED COMMUNICATION SYSTEM CONDUIT
c:J EXISTING PULL BOX
cgJ EXISTING TRAFFIC SIGNAL
CONTROLLER CABINET
lil5 PROPOSED SPLICE BOX
□ PROPOSED NO, 6 PULL BOX
® EXISTING TRAFFIC SIGNAL
SM SINGLE MODE
SIC SIGNAL INTE~ICONNECT CABLE
o EXISTING TRAFFIC SIGNAL POLE
1/___,.. ~ -4 /1 7 /06 _,,. AS-BUILT
R.C.E. 57535 EXP. 12/31/07
,-:-sc,ss-s
APPROVED
PLANNINCS 8 OESIC3N ■ CONSTRUCTION
FOC-1
U'lllERGROUNDSEII\IICEALmTOFSOIJTHERNCALJFORW. UNDERGROUND STRUCTURES <> ~,,,_v, -·--o1;~< ~
DIAL TOLL FREE 1-800-227-2600 ALL UNDERGROUND UTILITIES OR STRUCl\JRES REPORlED BY THE 01\NER OR OTHERS AND THOSE SHO\\N ON THE ,,_<o CARLOS A <>., 'Ill""' RECORDS EXAMINED ARE INDICAlED \\!TH THEIR APPROXIMAlE LOCATION AND EXlENT, THE 01\NER BY ACCEPTING ,':, ' " ATI.IWll''IWO IM'III IIRIIIE YCll 11111 THESE PLANS OR PROCEEDING \\!TH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO "' ORTIZ z 14725 ALTON PAl><WAY
TRAFFIC ENGINEER
R.C.E. NO. 22045
NEWPORT COAST DRIVE
TRAFFIC SIGNAL INTERCONNECT PLANS
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REQUIRES A DIG ALERT IDENTIFICATION NUMBER OR STRUCTURES NOT REPORlED rn THE UNDERSIGNED, NOT INDICAIDJ ON THE PUBLIC RECORDS EXAMINED, THE :t No. / / "' CONSULT , /4s4¢so5 FAX 9494720122 ' wwwRBF.com DATE CONSTRUCTION GENERAL NOTES & LEGEND O BE ISSUED BEFORE A "PERMIT TO EXCAVA1E" CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROJECT THE UTILITIES OR STRUCTUR~S E,p. 12 31 07 _/4 // _,/ -• / WILL BE VALID. FOR YOUR DIG ALERT SHO\\N AND ANY OTHER UTILITIES OR STRUCl\JRES FOUND AT THE SllE, IT SHALL BE THE CONTRACTORS -I< ,; • -o
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IDENTIFICATION NUMBER, CALL UNDERGROUND RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCl\JRES CONCERNED BEFORE STARTING WORK. "\, CIVIL ,.. t'// DA1E: 09/14/05 DESIGNED G DRAWN G CITY OF NEWPORT BEACH R-5865-S 0 SER'-'CE ALERT TOLL FREE AT 1·-800-227-2600 t' o, CALI~ CARLOS />" ORTIZ R.C.E. 57535 EXP. 12/31/05 MH MH 1; I TWO WORKING DAYS BEFORE YOU DIG. NO. llo\1E • REWilONS CHECKED CAO DATE 09/14/05 PUBLIC WORKS DEPARTMENT SHEET 1 Cf 4 ;;
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UNIJ£RGROUillO SElMCE ALERT OF SOOIHERN CALIFORNIA
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Ill 1.1'/Mr 1'IO illffll llEIW '«Ill 111111
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIG ALERT IDENTIFICATION NUMBER
BE ISSUED BEFORE A "PERMIT TO EXCAVATE"
V.SLL BE VALID. FOR YOUR DIG ALERT
IDENTIFICATION NUMBER, CALL UNDERGROUND
SERVICE ALERT TOLL FREE AT 1-B00-227-2600
TWO WORKING DAYS BEFORE YOU DIG,
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NOTES THIS SHEET:
814
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EXIST R/Wi
1. FOR GENERAL NOTES, CONSTRUCTION NOTES, AND FIBER OPTIC SIGNAL
INTERCONNECT GENERAL NOTES AND LEGEND SEE SHEETS FOC-1
2. FOR DETAILS SEE SHEETS FOC-03 AND FOC-4
UNDERGROUND STRUCTURES
ALL UNDERGROUND UTILITIES OR SlRUCTURES REPORTED BY 1\1E OWNER OR OTHERS AND 1\1DSE SHOWN ON THE
RECORDS EXAMINED ARE INDICATED l',qTH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING
1\1ESE PLANS OR PROCEEDING l',qTH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO
KOLO UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES
OR STRUCTURES NOT REPORTED TO 1\1E UNDERSIGNED: NOT INDICATED ON 1\1E PUBLIC RECORDS EXAMINED: THE
CONlRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR SlRUCTURES
SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHAU_ BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS Of THE UTIUTIES OR SlRUCTURES CONCERNED BEFORE STARTING WORK.
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SCALE 1" = 40'
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12/31/07
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NEWPORT COAST DRIVE ~ PLAN PREPARED BY:
F'LANNINB ■ Ol!SIGN II CONSTRUCTION
APPROVED
ARLOS
ORTIZ
No. 57535
12/31/0 ,. ; ~(:,,/ -
14725 ALTON PAFKWAY
IFMNE, CALIFORNIA 92618-2027
FAX 949.472.0122 M www.RBF.com
10
1 TRAmc ENGINEER I TRAFFIC SIGNAL INTERCONNECT PLANS ::'
R.c.E. No. 22045 COMMUNICATION SYSTEMS PLANS ~
DATE STA 144+00 TO 171+50 ;;.
" DATE: 09/14/05 DESIGNED DRAWN CITY OF NEWPORT BEACH R 5865 s 0 R.C.E. 57535 EXP. 12/31/05 GMH GMH ---g_
I I NO. I ilAlE I REVISIONS I ---==--I CHECKED CAO DATE 09/14/05 PUBLIC WORKS DEPARTMENT SHEET 2 II' 4 f
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CD
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2' UNLESS r OTHERWISE NOTED 11-~---G:
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NOTES:
No. 6 PULL BOX
45' SWEEP
LOOP CABLES
[ DISTANCE AS SHOWN
ON THE PLANS
G)
®
TAG EACH CONDUIT BY DIRECTION TO NEXT PULL BOX
COPPER STRAP FOR GROUND
i . '
2" CONDUIT, UNLESS°'\
NOTED OTHERWISE \
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(FIBER OPTIC SIC
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DETAIL B
FIBER OPTIC PULL BOX WITH NO SPLICE
I
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SIDEWALK
PARKWAY
-
TO EXISTING
CONDUIT IF
APPLICABLE
(TYP.)
2" CONDUIT, UNLESS NOTED OTHERWISE
I
' ~ No. 6 PULL BOX
3/4" LIFTING HOLES 1" DIA. PICK HOLES'\
1.5" X 1.5" X 0.25~
ANGLE ALL AROUND
~FLUSH WITH PAVEMENT
PCC OR OTHER
MATERIAL APPROVED -----• 6" TOP INCL. FRAME HEIGHT
W/RPM COVER 2'-4i\" x 3'-4i• BY THE ENGINEER
6" MIN.
• . •·
0 0 ~ -----RISER
44"
0 0 ul
6° MIN.
-. . • . · • ;, -• I 12• MIN . ~--1.
--L_ HOLES SEALED WITH
APPROVED COMPOUND
AFTER INSTALLING
CONDUITS
1" CLEAN CRUSHED ROCK SUMP
INSERTS !t; 4 LIFTIN; EA. SID~d -
~r
BASE SECTION)
4"X8" KNOCKOUTS
2 PICS. EA SIDE WALL
8"X11 • KNOCKOUTS
2 PICS. EA END EALL
DETAIL A
FIBER OPTIC SPLICE VAULT
(FOR FIBER OPTIC DROPS)
2" CONDUIT, UNLESS NOTED OTHERWISE
UNDER SIDEWALK OR DIRT 2" CONDUIT UNDER PARKWAY
UNLESS NOTED OTHERWISE
~
3/16" DIAMOND PLATE
PARKWAY COVER
2'-32° X 3'-32°
LI-SLOT IN LATE & ANGLE
FOR SOLT DOWN TO FRAME NOTES:
FOR FIBER OPTIC SPLICE BOX I PER LADOT
STANDARD DRAVv1NG NO. S-79.02A
1. TWO ½" DIAMETER 8' LONG COPPER WELD
GROUNDING RODS SHALL BE INSTALLED
AND PROVIDED BY CONTRACTOR.
2. LIFTING RINGS AND BOLTS SHALL BE
PROVIDED.
3. PARKWAY COVER SHALL .BE 3/16"
SAFETY PLATE. 5/16" SAFETY PLATE
FOR TRAFFIC COVER.
4. ALL METAL SURFACES FOR SPECIAL
FRAME AND COVER SHALL HAVE A
GALVANIZED FINISH.
5. ALL WELDING, MACHINING AND DRILLING
SHALL BE DONE BEFORE GALVANIZING.
PRECAST REINFORCED
CONCRETE
CCI TO EXISTING CONDUIT
IF APPLICABLE
TO EXISTING CONDUIT
IF APPLICABLE
------
2' MINIMUM
2" CONDUIT, UNLESS NOTED OTHERWISE
UNDER SIDEWALK OR DIRT
BACK OF SIDEWALK
LOCKING LID
No. 6 /I
12"
/
I• ~
6"
,11m/
EXTENSION
(REQUIRED AT ALL No. 6E LOCATIONS, AS SHOWN)
FIBER _OPTIC CABLE PULL.BOX
~ -\\
\ \
N.T.S.
CCI TO EXISTING CONDUIT
(TYP.)
~ /1-
~COMMUNICATION CONDUITS
TO BE ALIGNED 2" CONDUIT UNLESS NOTED OTHERWISE
UNDER SIDEWALK OR DIRT 2• CONDUIT UNLESS NOTED OTHERWISE
UNDER SIDEWALK OR DIRT
\ \
\ \
\ \
/ I
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I I
COMMUNICATION PULL BOX
---=----0
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• Q;-'f ~-.:s
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DETAIL C
TYPICAL MINIMUM BENDING RADIUS
:..,...--,,_.--
4/17 /06
CARLOS A. R.C.E. 57535 EXP. 12/31/07
AS-BUILT
(/) w
ii:'.
~
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o. 6 PULL BOX
TOP VIEW
ROUTE CONDUIT UNDER PARKWAY INTO No, 6 PULL BOX
~II ii-™-™
No. 6 PULL BOX
CCI TO EXISTING CONDUIT
IF APPLICABLE ~,~ I I "'-
-
2• MIN.
I I) 11------
---2• CONDUIT, UNLESS NOTED OTHERWISE
SIDE YIEW
NO. 11,\1[ R£tllSlllNS
2" CONDUIT, UNLESS NOTED OTHERWISE
TO EXISTING CONDUIT
IF APPLICABLE
_oFESSto
------....:.::
ORTIZ ':. ARLOS A. l
z
No, 57535 ~
12/31/'
REPLACE EXISTING PULL BOX WITH ----[~c===J II No. 6 PULL BOX
No. 6 PULL BOX AS SHOWN ON THE PLANS
PLAN PREPARED BY:
■ II II
CARLOS
DETAIL D
No. 6 FIBER OPTIC PULL BOX AND
MODIFICATION OF EXISTING CONDUIT
NOTES: (THIS SHEET)
1. DIMENSIONS VARY ACCORDING TO SIZE OF CONDUIT ETC.
BUT THE MINIMUM BEND RADIUS SHALL BE SIX TIMES
THE CONDUIT DIAMETER FOR ALL CONDUITS.
2. ALL BENDS SHALL BE FACTORY BENDS.
3. CONTRACTOR SHALL ADAPT CONDUIT STUBOUTS FOR
SPECIFIC PROJECT REQUIREMENTS.
4. ADDITIONAL CONDUIT ENTRANCES AS REQUIRED.
APPROVED
PLANNING • DESIGN ■ CONSTRUCTjON
-r,:_5fl)S8•Z.. FOC-3
NEWPORT COAST DRIVE
I TRAFFIC ENGINEER I TRAFFIC SIGNAL INTERCONNECT PLANS ~ ,y,el 14725ALT
.472 FIVIJIE, CALJFOANI ON p AR<WA Y ~ FAX 949.4/2.B1 A 92618-202?
/2 .,.~-~.-.,.. 22 • www.RBF
.com
DATE: 09/14/05
R.C.E. 57535 EXP. 12/31/05
R.C,E. NO. 22045 DETAIL SHEET
DATE ------1 PULL BOX/CONDUITS & SPLICE VAULT
DESIGNED GMH DRAll!-J GMH CITY OF NEWPORT BEACH I R-5865-S
CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 Of' 4 _CAO 09/14/05
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CONDUIT_ TRENCH . DETAILS
NOTES:
A. NO "ROCK-WHEELING" OR "DITCH-WITCH" IS ALLOWED.
B. STEEL PLATING SHALL BE USED OVER ALL TRENCHES UNTIL SUFFICIENT CURE TIME FOR SLURRY
BACKFILL IS ALLOWED. RESTORATION OF PAVEMENT, SIDEWALK OR PARKWAY SHALL OCCUR
IMMEDIATELY AFTER CURE TIME.
C. TRAFFIC SIGNAL CONDUIT SHALL HAVE A MINIMUM OF 36" COVER.
Cf.
TRENCH
CONSTRUCT P.C.C. SIDEWALK PER CITY 'S STANDARDS
It
TRENCH
REMOVE SIDEWALK AT
SCOREMARKS OR AS
DIRECTED BY ENGINEER--
6" WARNING TAPE ·;;'",":-;J,?9 •.::!~""·-··
..... _ . _:... . :.;~4.t
~-:J?•'1.~-· .....
RED SLURRY BACKFILL ;.,-:,::_;: •• ~."'--: :.:!';~~a..,,;~.:!'., "' • • \ JI .a; ...... ' (2-SACK OF CEMENT •~:~• ;.:,: ~ •-;,~• •• :~•-I;):
• :-.), _..'II,, ... "' t-.: f" PER CU. YD. OF SAND) ~:_, ,: l.'1~ :.>:•i~ .• •·• r-. .-• •• • .. ,.<I••. • .......... ,,,. 1-•<: .. ~ •• ., ... -" ., • .,,. 11'• ..... :, .,. .. f"'•""'.r ..,_.,, •• ,
CONCRETE ENCASEMENT !:Z:.:·;.~:. ·,: ':'..?.;,.-~
• ••:, -.,(t,,,o,ft', ,.,_J&4•~•~ I #8 AWG TRACE WIRE x,,. ,•.; '~ --::~ ·;;-:: . .-'.. ---......._ J'"::•t._i'_ 'II 'i.· .. •.,,,: i r,.
:.-:.:·.)!.~ 41 =:~}
'•?· ~--{.: •• , . ·.---: .. ,..,.,
SAWCUT (SECTION 300-1.3 OF
THE STANDARD SPECIFICATIONS
OF PUBLIC WORKS CONSTRUCTION) ---
EXIST P.C.C. SIDEWALK
( 6" WARNING TAPE .--;•,;•~,• ···::;.,: .... r::·
'\ e•"' •~,c..:i·:v ... ;','. .rt"t:•.;:: .. ~
•• ..... ~ .... : .. , ..... ~, ........ J 2• COMPACTED SAND ,"~:!, ~-j~:) :-,.~~--~::!.{•, ·
lw,"'l~i,'11,·•· ·! ·~=.·::• ... 6' MIN (Tri')~ ~ON CRETE ENCASEMENT ,:••:;;:,; 1t .l.fJ;~ ~ .. , . . . , .... ,. :,, .. -.,,._ ,;;a•Jt'fi,•-., 36 MIN .,. ,.,, .;.-:. hi"·•· r-~ ...
2·
I/ ., .. s_-•••.. -···,· ... I •• "•:..••~,.!'.a'.1 :.:.-1i-..-•.~ .. ,.:.,..-, ...._,, lr.•,,\-o-. .... ..,.,,.\,•.; .... . #8 AWG TRACE WIRE "".!i.'.. • ........ ,,.....,. ..... .
•'?l.•_,c..-11,,.,,': . ...-.... •·"" 1""'..:;."-<: ..... ,. -~ . ..-.,' .. ····· ...... ... ,_"f' r• -.~ ..
:-:fji~ .;·•-···n: Y. ,.. ~""· •
1/2 O.D. (TYP) (MIN ttr:fr_;~ ., ;:.;,,:; ,._.µ,_...£~ 'i'l!J. -_ -_ .J.--_ TOP OF CONDUIT
2• CLEARANCE) '.;.,t:•':-. , .
1 /2 O.D. (TYP)
(MIN 2" CLEARANCE) -J;
-·"".1· :,it(; .. ,1 .... :.$~
.... '1; -~~=i"tl.t t,1;,.,.
• :;.:-.~--! '{," r~: . ,,, ..
-'lrt•" .• ;tt ·"' 't:•' .. ..., . . :• ... ~ 3 C TRAFFIC SIGNAL ,,.,.•,,'Jr: • •,.:-,:
CONDUIT PER PLAN .:,• ,,.;_,~•: • . ••· "-•·
(UNLESS NOTED OTHERWISE) 2"
I 1'----~
TOP Of UPPER DUCT
~ -~~f~!~·~-.. 3"C TRAFFIC SIGNAL --~~,~}(. .•·~•! -:·}:·,.
CONDUIT PER PLAN~-1,\d:::,.,,:r:~1 ~,,.<,
(UNLESS NOTED OTHERWISE)
1'--1 2·
It
TRENCH
CONSTRUCT A.C. PAVEMENT PER CITY'S STANDARDS
EXIST PAVEMENT THICKNESS PLUS ONE INCH
EXIST A.C. PAVEMENT
f--6" MIN (TYP)
RED SLURRY BACKFILL
(2-SACK OF CEMENT
PER CU. YD. OF SAND)
2·
TOP OF CONDUIT
TOP Of UPPER DUCT
36"~
6"
WARNING TAPE 11
BACKFILL (NATIVE
MATERIAL OR MATCHING
EXISTING GRADE)
#8 AWG TRACE WIRE
2' MAX
CONCRETE ENCASEMENT --....---.l::-.-,-?:l..,..."""'.,,..,,...,...,...,.,d---1--
"" --~t; .-.:1.:
1 /2 O.D. ALL AROUND (TYP) t.;~;-.!i·, 2• TOP OF CONDUIT
(MIN 2" CLEARANCE) -:-~-~,
, Ill"~"' .... -..... .,. .... ,. 3"C TRAFFIC SIGNAL ----jf-8;,:;:;;,.:.).. ~,.:.;-:'•.·.
CONDUIT PER PLAN ~!,odll::::.:.:Z ,. 1ll' ll' lmR OOCl
(UNLESS NOTED OTHERWISE) 2·
RED SLURRY BACKFILL
(2-SACK OF CEMENT
PER CU. YD. OF SAND)
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TRENCH __ DETAIL JN_ SIDEWALK IB_ENCH DETAIL IN PAVEMENT TRENCH_ DETAIL_JN PARKWAY
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N. T. S. N. T. S. N. T. S.
4/17 /06
CARLOS R.C.E. 57535 EXP. 12/31/07
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0 0 • i:1 joB/02/os\ REVISED CONDUIT DEPTH DIMENSION FROM 2.5' MIN TO 35•• MIN. I ~ ==~ PLANN'"" • □•s,oN • """"T"""""" APPROVED NEWPORT COAST DRIVE §
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CARLOS A. "t~ ~ TRAFFIC ENGINEER TRAFFIC SIGNAL INTERCONNECT PLANS ~
ORTIZ i I -;--;--; A 14725ALTONPARKWAY R.C.E. NO. 22045 DETAIL SHEET :=' 57535 ~ ~ IAVINE, CAL.FOANIA92610-2027 O
Ne. "' C□NSU :r, G ;' 949_}"22505 FAX940.472B122 • wwwRBF.com DATE CONDUIT TRENCHING ,-E p 12/31/07 -,...,:::::_ 'ci
X. CIVIL ~ * 7~ DATE: 09/14/05 DESIGNED GMH DRAWN GMH CITY OF NEWPORT BEACH R-5865-S :g
A. ORTIZ R.C.E. 57535 EXP. 12/31/05 CHECKED DATE Sl£IIT 4 Of 4 ?
CAO 09/14/Q5 _f'UBUC 1/VO~KS -~EPARTMENT _ ~ _ ::i:: NO. MTE RE\'IS10NS
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