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IMPORTANT NOTICE
Section 4216/4217 of tho Government
Code requlrtt O· Dig Alert ldontlflcatlon
Number be lswed before a
Permit to Excavate wm be wlld
For )'OUr Dig Alert 1,0 Number Call
Underground Service Alert
TOLi. FREt 1-800-422-4133
Two working days befor. )'OU dig.
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158 159
2 REVISED BASED ON CITY COMMENTS 9/07/94
1 ORIGINAL ISSUE 8/11/94
REV DESCRIPTION ISSUE
-NO DATE
RELEASED FOR CONSTRUCTION AS NOTED:
-=-'---'-7"-,f;§ ~-PROJECT E--;;:~ =~ ... ~ 9-07-94
CURVE DATA
6 =2B'57'18•
R =35.00
L =17.69
T =9.04
R/W
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DATE
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PROFILE SCALE
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VERT: ,. 4•
160
EXIST. A.C. BIKE
---
2
3
SECTION A-A
t TRANSITION FROM 1'
N GUTTER TO 2' GUTTER
---ASP:L~ BIK;PA1H J---------------
~=-:::.---------=--__:-- - - - - ---------
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SCALE: 1 "=20'
161
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-----------------
DIRT
•
DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT NO, SHEETS
12 Oro. 73
REGISTERED CIVIL ENGINEER 9/1/~
PLANS APPROVAL DATE
Barton-Aschman Associates, Inc.
Two Venture, Suite 550
Irvine, California 92718
CONSTRUCTION NOTES
?,.llfESSJ
.;; G.B. ADAMS ~ l:li/ ,.,.,
No, 37825 ""
xp.3-31-*
CIVI
OF C~
(D CONSTRUCT 811 P.C.C. CURB AND GUTTER (TYPE "A") PER
CITY STD. NO. 182-L. SAWCUT EXISTING STAMPED
CONCRETE AT PROPOSED BACK OF CURB LINE.
(2) CONSTRUCT P.C.C. CURB ONLY (TYPE "B") 2" C.F. PER
CITY STD. NO. 182-L (MODIFIED 1' GUTTER).
CT) CONSTRUCT 14" "FULL-DEPTH" A.C. PAVEMENT.
OVER COMPACTED NATIVE SOIL.
G) SAWCUT AND REMOVE EXIST. CURB.
@ CONSTRUCT 4" P.C.C. SIDEWALK AT END OF MEDIAN
TO ACCOMMODATE NEW PULLBOX (SEE SHT. 2 OF 3).
(J) RELOCATE, SEE SHEETS 2 AND 3 OF 3.
@ ,.-,,,·rae'I'" ·;--715-r,,, i-:·roG'?ADF. =--·""'.L ___ J,;J.n ___ :ucL!IL _ [o.j __
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION Of ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES
OR STRUCTURES NOT SHOv.N ON THESE PLANS. =========-==== = = ==== ==== ---------<.;r---
UTTON r, <,,
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===========-======--===-:7 160 --C ---I --===== ==================-=--=-- ------IS+-EXISTING STAMPED --.-===============~-
~A PATTERN CONCRETE
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN
ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS
SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND
THE PUBLIC IS PROTECTED. ALL CONTRACTORS ANO SUBCONTRACTORS
SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULA
TIONs• OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE DF CAL
IFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION
SAFETY ORDERS.•
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY
FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE
•ocCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPART
MENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFE1Y ORDERS."
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITlONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER .
JAMBOREE ROAD
CURVE DATA
6 =4'44'04"
R =JOO.OD
L =24.79
T =12.40
APPROVED FOR CONCEPT AND ADHERENCE
TO CITY STANDARDS ANO REQUIREMENTS
ONLY. CITY IS NOT RESPONSIBLE FOR
DESIGN ASSUMPTIONS AND ACCURACY.
PLANl!I ffl!P'AFED BYt
Barton-Aschman Associates, Inc.
FOR REDUCED PLANS O I
ORIGINAL SCALE IS IN INCHES
2 Ventu-e, Suite 550
Irvine, Callornla 92718-3331
Ph: (714) 453-1619 r.., (714) 453-0323
2 3
.---,--~---------_,__ ____ _
DAlE
arYeLWI
IICENO. ___ _
DAlE
DAlE BY LE8CWIICM APl"D. DESIQIE) •
REVISIONS CIECICED DAlE
cu 12332
JAMBOREE RD. @ EASTBLUFF DR./
UNIVERSITY DR.
IMPROVEMENTS
CITY OF NEWPORT BEACH
f'l&ICWCll(S !lB'NmENT
T-51LJ~-S
81EET10F3
EA 102540 SEP 7
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Condv/l S1ie '2(/i c,1/i c:f· ?.;' 3· 2·2" A
l!l ALL CONDUC,ORS EXISTING, E.XCEPT A.S NOTEO:(N) = NEW
<l> Rt:LA8E:L E.X15TING, ¢6 CONDUCTORS AS¢-=,
,I. AS SHOWN ON PLl'-N * TWISTED, SHIELDED
I.
Exist. c .. S"C,(Approx IO')
NOTE 5
FOR GE,VE.QAt.
:I) ,r
Ji)
CONSTRUCTION NOTES
6.
7.
INSTALL 4-CHANNEL RACK MOUNTED SENSOR UNIT
COMPLETE WITH NEW RACK AND POWER SUPPLY IN
EXISTING CONTROLLER CABINET. ASSIGN lj,1 TO
TWO CHANNELS OF THE NEW SENSOR UNIT (1-¢1 TO
CHANNEL 1 AND 2-¢1 TO CHANNEL 2).
SPLICE cjl1 LOOP WIRE TO THE EXISTING 2-PAIR #18
DLC USING ONE PAIR FOR EACH INPUT. SPLICE ALL
OTHER DLC PER EXISTING CONDUCTOR SCHEDU
REQUIREMENTS.
INSTALL W59 SIGN ON EXISTING TRAFFIC SIGNAL:
STANDARD AT 18-FOOT HEIGHT. INSTALL TYPE" '
MARKER ON SAME STANDARD AT 4 FOOT HEIGHT.
REMOVE EXISTING R73-2 FROM SIGNAL M~'fl' "1!YI,,.-,
REPLACE WITH R73-5 SIGN.
RELOCATE EXISTING BICYCLE PUSH BUTTON PO
(POLE NO. 2) AS SHOWN. PROVIDE NEW ANCHOR
BOLTS. ~ , " , REMOVE AND REPLACE CONFLICTING 1-112" \' \ Y/ \
\ ✓✓ ~ ~~~~~N::~To~B~~DA~E:~~~~ifJt~~l C _/' ~); ,✓
JAMBOREE RD.@! BAYVIEW AND JAMBtmEE RD.@ \ \~,'
EASTBLUFF-UNIVERSITY. INSTAIL:#!s112Ed1son Co. ----+t-~-1 \ 's,\',,
PULLBOXES AT A MAXIMUM OF 26o'1'8RtaCIRG-of (Vaolr)
PULLBOXES AND CONDUIT TO BE 2' MIN. BEHIND
CURB FACE. INTERCONNECT DISTANCE APPROX. C 3 ,, , '
2170'. €x1st: .' ,.,.8 \ I \,
CHANGE RED AND YELLOW LENSES TO ARROWg;vice:
TYPE.
& .,L..,. . I ' -~-<l' 1---c,,
2· 3'•
--""-~
" N A/OT£ -~ J~" 'REE ;,,
-::,.. ---
:D
2. 4T POl:.E t. OCATION 0~--c~ ADO NE@ ZEFT ARROW SECTION TO cXIST/NG MAS7.'4RM NEAD ro PROVIDE
4-SECTIO..VS PER OETA/t. '.B; SIIEET _LOF 4 .
5. A'T POLE ZOC/ITIOA/S @(G) C#ANGE cXIST/AIG POlE MOt/NT Vch'/ClE /IEAO GRccN 8.4t.l
t.ENS, TO ZEPT GREEN A'RROW ZENS.
5.
eXISTIAIG 8 PHASE Mt/CT/SON/CS BZQ SYSTEM CONTROllER ASScMB(. y tV/T/-1 eXIST/N<S
DETECTION 45 SIIOW/411 IA/TEGRAt. COORDINATIOAI TEZcMETRY, AND M/SCEt.t.ANEOUS AC/Xlt.lARY
E(i')C/IPME;IJT /A/ TYPE "p' CA.6INET, /AI/TII MODIFIED TYP€ E Sc.RV/CE. /WOD/FY€X/ST/NG
cQC//PMcNT AN.D CABIIVET .W/RING AS RE(i)t/lR€D TO PROVIDE Tl'IE SPl/T'-PIIASE OPERATION
ANO DETECTOR SENSOR C//AA/Nel ASSIGNMENTS S//.OtvN l'leRcON.
INSTAt.t. NEIAI l}'i INTERCONNECT CONDC/IT ON TJIE EAST SIDE OF ..IAMBOREc ROAD F,T,;?OM
APPROX. 600' S/0 c1/N/VcRS/TY OR. TO EXISTING #6 PC/LLBOX AT.BISON AVE. /A/STALL
1. 6 PAIR #/9 TU//STEO S///ElOED INTERCONIVECT CABLE IN NEW AND EXISTING CONDtllT5
~ /IS Sh'0@/41 ,4;1/0 SPLICE TO EXISTING CA'Bt:.E /N 1-;tfc ADVANCE DET€CTOR Pl/t.tBOX tlS/NG
:3M· 557 COAINECTORS AA.ID 76-R ScR/cS SPLIC€ K/T.
b. ATPOl!: LtX'AT/01,/S @~G) Rc/,l'()VE.4/i/D SAt.VAGE cXISTIN6 /lltlMINATED STREET NAMES/G/41'
.4'#0 1/VSTAt.L ,A/Ea/ PANEt.5 PER POt.E SC//EOtltE.
Ut11it1l:s. ~,t1ovm on thee! p!,·1n ar;,• L1asf:,(l on .J~•ai!at.111_i J"Pt:t 1rrls.
Cunifactor sha;I take l">Jn-;mc :.-ari: :n
m1oidi11q dHmage 1c., (1xi~11irv:; u11l1ties. Contractor ::;hall r,onic1d
Ur!lily Ar;;t·)w;1es fo dr•1ltirrr\:rin f-:x~1ct iuc:1t1::-m prior tli 1::,'<(~_.11;;1tion
GENERAL NOTES
1.
\ 5.
--w--+----
DETAIi.. ');"·../---"f---·1
a I (Sec Shrzrzr_or_) A.? ~
l"£ cc ., --,f;r. .fYI'
Ii?] !Barton-Aschman Assoc., li nc.
2 VENTURE, SUITE 550, IRVINE, CA. 92718
Tel: (714)453-1619 Fox: ( 714 )453-0323
......-.. ..,..___ "l 1, [q+ ... "''••==~, \ ,, ..-c' • I'; .. I.
Garold 8. Adams, R.C.E.-37825 Dote
Designed By: Drown By: Date; Dwg No.
9-07-94 652979'
Iii POLE SC.IIEOUt.E
POLE DATA SIGNAL rlP.SOO //AP S/GNAI. M0.:1/A/T/A/G PED Pt/SJl 8{.ITTO/.. :If POLE 1.0::: ,4 T/OA/ TYPE /(' SIG/,/
No TYPE I.EI/GTf, M.4 ,#,4 WAT15 VEIi M-4 PED P////SE POI.E t;}C/AO E B C Al ( OOUBlE /'4CE)
0 ZiZJI'4 35'· 'o'>' 20' 15' 250 sv .. 1-T MAS SP·l·T b East B ust 79 ... Jambor,z;,z; W SV·2·T ·---"--------~
z PPB 4'· 7" 6 ~ Ea.st' E, ~,$ff ?9 Post' --------
3 cbl/·4·70 ?,r' 50' /5' 250 SV·I-T i?·MA5 SP·/·T --E 1u.s11 19 +--(/1?1\/a rs1 it; ~ --;~ "::, A ~~ ..... -· -··· ....... -------~ @ l!l 10' TV-1.-T ? /,.,,3 • Ulas-r /so1Jlh /Is s. 25' -----OWi? -
Tu XXI[I/ 35~'2," 20' 15· 250 sv .. 1-r MAS SP·/·T 2 a/est c ~isl h9 Ja01bore<2 Rd.
® . //1 10' ---TV·?·T -SP·l·T 4 / z• lv'ort;,j West c ,asf il9 -
Tu . -·"···~-·-··· ..
c6/l·A·70 35' 4-5' 15' i?50 SV·.?-T i?·MAS SP·?-T 4 Soulh 6 ,st, r,9 •'l--Easfh/uf'I' 1\1. ~ .. .. """ "'"·-· ..... .. ··-·-"·· ··-···•-----"·'-
(B) PPB 4-'~1" POST ----·--b /4• East /Norfh E; .,st "9 -
ill ALL E.QUlf'ME.t.JT EXISTING EXCE.PT A.'=> NOTE:D' ('R) 'RE.LOCA.TE.O (N) NE.W
@ PE'..O -PUSH SUTTON WITH SPECIA.L BICYCLE. SIGt.J ANO ,IMIN G c11::tcu,TRY
A 5-PE.CIA.L DE.SIGt.J ?OLE., MA'oTARM ~ F'OUMOA'flON
♦ NOTE b
.Jf-lc'e/o&afe.
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Ill SENSOR SCI/EOUl£
SE/JSOR UNIT C IIA!v'/./EL DETECTOR
I ill /-¢2
#; 2 & 1-¢2
3 2-¢2
4 3·¢2
I 1-¢5
tt2 2 ,?) /·¢6
3 A /·¢6
4 2-¢6
I 3-¢6
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3 A /·¢4
4 c-¢4
I 3·¢4 ---
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3 ;?·¢ 3
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BOtJl€VAl<O .----.-------+-+--------
53
111 Ex1st1n9 Rael:: Mou/7::ral/lh /a;lizqra/ vm/nc;,
Cap;,.b)/d'f/ Ftzr C/?ann<Z/ (Ca//,"i'o/d • 0·7ql4
5,ze, Ca.I/ De/ar; o-31 Size.) Spec/al Dzracfor
Oparafion: 2 REVISED B~ ON C TY COMMENTS
1 ORIGINAL ISSUE
DESCR PTION
RELEASED FOR CNS RUCTION AS NOTED:
9/07/94
B/11/94
ISSUE
DATE
PROJECT E R
9-07-94
DATE
0
IO Sr;sfrzm San,pl1i?9 • No Oulpuf ro Phase. .
111.Ca1111old
(R) Reass19n,zd. NOTE 4
"171..S BUifT"
................. ·-··---------·-----,
'J.16 'THE BEST OF OUR l':tH)~\'LEDGl:.'. AND Pl~R.
IHFORM.'\'TION PJ.:> .. OVJDE') TO Ut! FlH .. H< PROJEC11
CONTR .. i\C'J.'ORS 'Tl·l£SE PLi\l',:S D:E-;F:I:C'2:' 'l'HE 11 AS-
BUIL'r11 CONDITJ.ONS.
11 Pl/ASE ... FUNCTION-SEQUENCE DIAGRAM
Vcl./lCU{./IR I; PEDESTRIAN
MOVE/WEA/TS PcR .FUNCT/ON
ft/EM// P.NASE DESIGNATION
FU;VC TJON TYPE
COORD/1'./,1 TED FUNCTION
;¥ Data,m,nrzd tx; Ma:sf<Zr
Comput-er. ovr1n9
Coorc//i-;at-<ZO' qp,zr.at1on
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SEQt/€1,/CE WIT/I CAllS ON All PIIASES
EQUIPMENT e:x1sT1NG NOTE.. 4) .. " LOCATION C
APPROVED FOR CONCEPT AND ADHERENCE
TO CITY STANDARDS AND REQUIREMENTS
ONLY. CITY IS NOT RESPONSIBLE FOR
DESIGN ASSUMPTIONS AND ACCURACY.
\.----..... ----~----.._ ............ .,..---,APPROYEO
I---J--+------------t--1TR,._Fl'IC EMGISIEER
RC£ NO,.__· __ _
DATE-
DATE BY DESCRIPTION APP'D. DESIGNED DRAWN
G.6. Ada1H5
REVISIONS CHECKED DATE
W.r. :l,,l'IV~Z 9. 7 /9,f
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SEP
T-574'6-S
SHEET Z OF~
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Detail 27
Remove Detail 26(385')
Extend 12" White
Thermoplastic
ks Shown
Install Thermoplastic
"STOP" Legend
Install R1
Detail 3BC
GENERAL NOTES
Remove Crosswalk
ALL SIGNING AND STRIPING SHALL CONFORM TO CALTRANS' STANDARD PLANS AND SPECJFICATIONS DATED JULY 1992, AND APPLICABLE CALTRANS SIGN SPECIFICATION SHEETS EXCEPT AS MODIFIED HEREON, DETAIL CALL-OUTS REFER TO CALTRANS STANDARD PLANS A20 AND A24.
PAINTED STRIPING SHALL BE APPLIED PRIOR TO THE INSTALLATION OF DETAILS 38C AND DETAIL 13 SHOWN HEREON,
50' LONG 4" WHITE .LANE LINE STRIPES SHALL BE AUGMENTED WITH RAISED MARKERS. A TYPE G MARKER SHALL BE PLACED AT EACH END OF THE STRIP
:~~R6~~~A~E~¢R~~R8c:HALL BE PLACED BETWEEN AT EVEN SPACING OF
ALL SIGNING AND STRIPING CONFLICTING WITH THE PROPOSED TRAFFIC CONTROLS SHALL BE REMOVED, STRIPING SHALL BE REMOVED BY WET SANDBLASTING.
SIGNS SHOWN TO BE RELOCATED SHALL BE MOUNTED ON NEW POLES TO MATCH EXISTING WITH NEW HARDWARE.
SEE TRAFFIC SIGNAL MODIFICATION PLAN FOR TRAFFIC SIGNAL POLE MOUNTED SIGN REQUIREMENTS,
ALL NEW STRIPING SHALL BE APPROVED IN THE FIELD BY THE CITY ENGINEER OR HIS REPRESENTITIVE PRIOR TO FINAL INSTALLATION,
FILE ID• /oar3/lo3/ajh/222/algnal/otr1.dgn
PLOT DATEt 07 ... SEP•1994 14156 FIEN TABLEt ■jh.pen
Detoil 408 <See Detail Hereon>
.. ' ·, . ·.
•.
12" White Q 50' Typ
DETAIL 40B
NO SCALE
10'
12"--, I" ·1
"-4" w:e Thermoplastic
THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY.
rOR REDUCED PLANS o 1 2
ORIGINAL SCALE IS IN 1:-ICHES
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DIST COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PROJECT NO, SHEETS
12 Oro 73
PLANS APPROVAL . OATE
Bcrton-Aschna'I Associates, Inc,
Two Venture, Suite 550
Irvine. California 92718
ROAD .... . .....
Ess,
~ .B. NJAM ~'
W No. 37825 ll;
.3-31-9
CIVIL
OF Cll
.....
.·• •"
•• '•• !
Remove Detail 26 And Left Edge Striping From West Median Curb From University Dr To Northerly End Of Proposed Striping.
2 REVISED BASED ON CITY COMMENTS 9/07/94
1 ORIGINAL ISSUE 8/11/94
REV DESCRIPTION ISSUE
NO DATE
RELEASED FOR CONSTRUCTION AS NOTED:
c:= ..__._ ~i t f.-,. .. 9-07-94
PROJECT E-;;;; ~i~~ DATE
JAMBOREE ROAD AT
UNIVERSllY DR / EASTBLUFF DR
IMPROVEMENTS
PAVEMENT DELINEATION PLAN
' SCALE: 1 11 =·50'
T-514'3-S
·SHEET 3 OF 3
cu 12332 EA 102540 SfP 7 1<
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