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INDEX OF SHEETS
SHT. NO.
I
2
3-5
6-14
15-17
18-20
21-23
24-33
.34-,:JB
DESCRIPTION
TITLE AND LOCATION MAP
TYPICAL CROSS SECTIONS
LAYOUTS
PROFILES
CONTOUR GRArnNG PLANS
DR AINA GE PLANS
UTILITY PLANS
CROSS SECTIONS
!:,Ii':. 1 DGE. .SHE.~ /'5
'-
SAN DIEGO CREEK ~-
.Bi.I.I.IRE UNIVERSITY DRIVE NORTH
(TO BE CONSTRUCTED BY OTHERSI
SAN DIEGO CREEK BRIDGES
(NOT IN CON TR ACTI
BEGIN WORK AND ------~-
ROUTE 73
ST A. 1193+00
CD UN-MB4 BRIDGE
(NOT IN CONTRACT} .,,_./f-
S 'c)
0" Q:-<,; (j
Ives> <J'.
,t
TRANSPORTATION CORRIDOR AGENCIES
REFERENCE DOCUMENTS FOR THE
SAN JOAQUIN HILLS TRANSPORTATION CORRIDOR
ST A TE ROUTE 73
IN ORANGE COUNTY
IN NEWPORT BEACH AND IRVINE
FROM UNIVERSITY DRIVE NORTH
TO BIRCH STREET OVERCROSSING
SECTION DESIGN CONTRACT NO. S90-13
To be supplemented by Coltrons Standard Plans dated January, 1988
EXISTING __ SAN DIEGO
CREEK BRIDGES
UNIVERSITY DRIVE NORTH
UNDER CROSSING
B_RISTO!,. ST._
. -,. / ' ' ' .. ""•~ _____ ,
SCALE IN FEET
2~-'T ~r ==to
FOR REDUCED PLANS o
DIST COUNTY
12 ORA
LOCATION MAP
END WORK AND
ROUTE 73 ST A, 1238+00
"" ' 'f,IIJ/i),/)1'---
•
,.::_;,'-,;,, ~·~110~ ~----=
ROUTE POST MILE TOTAL PROJECT
73
RECEIVED
PUBUC WORKS
""JUN 2 4 1991 -~
CITY 0;:.:
NEWPORT B~AtlH
CAL!F.
MARCH 27, 1991
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
33
Conlrocl No. S ':'JO -I ':l (\ ';)
0 w >-V, "' > 0 W W DC
"' w > >-w .. DC 0
w >-..
0
ITEM
G-1
G-2
G-3
G-4
G-5
G-6
G-7
G-8
G-9
C-I 0
G-1 I
G-13
G-14
SHEETS
GENERAL
GENERAL
GENERAL
GENERAL
GENERAL
GENERAL
GENERAL
GENERAL
GENERAL
GENERAL
NOT USED.
NOT USED.
NOT USED.
NOT USED.
NOT USED.
DESCRIPTION
PEDESTRIAN FENCING ON OVERCROSSES SHALL 8£ LIMITED IN LENGTH
TO JUST SHORT OF THE ABUTMENTS SO AS TO PROVIDE AS GREAT A
SIGHT DISTANCE AS POSSIBLE FOR TRAFFIC AT ADJACENT RAMP
TERMINALS. USE TUBULAR HANO RAILING <STANDARD Bl !-511 FOR THE
REMAINDER OF THE BRIDGE BARRIER LENGTH.
NOT USED
DETAILS CONCERNING SLOPE ROUNDING ANO CONTOUR!NG OF FINAL
GRADING SHALL COMPLY WITH THE AESTHETIC GUIOEL!NES AND
ASSOC1ATEO DESIGN MEMORANDA.
THE PLACEMENT AND DETAILING OF ALL RETAINING WALLS ARE TO
FOLLOW THE AESTHETICS GUIDELINES ANO ASSOCIATED DEStGN
MEMORANDA.
THE CONTRACTOR SHALL REVIEW THE SUPERELEVATION OF ALL RAMPS
AND C-0 ROADS TO VERIFY COMPLIANCE WITH CAL TRANS STANDARDS.
FULL SUPERELEVAT!ON ON RAMPS SHALL BE PROVIDED TO THE MAXIMUM
EXTENT POSSIBLE. EXCEPTIONS TO THE CALTRANS STANDARDS SHALL BE
BROUGHT TO THE ATTENTION OF TCA FOR RESOLUTION. fF NO METHOD
FOR ACHIEVING EITHER MANDATORY OR ADVISORY STANDARDS IS FOUND,
THEN THE CONTRACTOR SHALL PREPARE A FACT SHEET FOR EACH SUCH
OCCURANCE FOR FILING WITH CALTRANS.
THE CROSS SLOPE OF All RAMPS SHALL BE WARPED AT THE ENO OF THE
RAMP TO MATCH WITH THE GRADE OF THE CROSS STREET. THE
TRANSITION FROM REQUIRED SUPERELEVATION TO THE GRADE OF THE
CROSS STREET SHALL BE MADE AS QUICKLY AS POSSIBLE (6½ PER STATION).
GENERAL EACH ARTERIAL ROADWAY SHALL USE A SINGLE TANGENT CROSS SLOPE
VALUE. DIFFERENT TANGENT CROSS SLOPES WILL NOT BE USED ON AN
ARTERIAL THAT PASSES BETWEEN JURISDICTIONS WITH DIFFERENT
TANGENT CROSS SLOPE VALUES.
GENERAL NOT USED.
GENERAL NOT USED.
S90-13
ITEM .
13-2
13-4
13-5
13-7
13-8
13-I 0
I 3-J t
13-l 2
I 3-! 5
I 3-! 6
13-17
I 3-18
I 3-19
SHEETS
GENERAL
18
3, 5
5
3
35
35
35
34
34
36, 36A
36, 36A
37
37
37
38
38
DESIGN/BUILD NOTES
DESCRIPTION
THE DESIGN AND SPACING OF ALL BRIDGE DECK INLETS SHALL BE
RECALCULATED FOR THE CORRECT RAINFALL INTENSITY OF 5' PER
HOUR.
NOT USED.
CONSIDERATION SHALL BE GIVEN TO DRAINING RUNOFF FROM JAMBOREE
ROAD ONTO RAMP JR-5.
THE JAMBOREE NORTHBOUND FLYOVER RAMP SHALL BE REALIGNED IN THE
AREA OF THE UNIVERSITY NORTH UNDERCROSSING TO PROVIDE ORANGE
COUNTY SIGHT DISTANCE TO THE INTERSECTION OF UNIVERSITY NORTH
WITH JAMBOREE ROAD. THE CONTRACTOR SHALL SUBMIT A REVISED
BRIDGE GENERAL PLAN TO TCA FOR APPROVAL.
THE EXISTING BUS STOP LOCATED ON JAMBOREE ROAD AT THE
BEGINNING OF THE NORTHBOUND FLYOVER RAMP SHALL BE RELOCATED
ALONG WITH ALL AMENITIES.
THE INTERSECTION OF JAMBOREE ROAD AND SOUTHBOUND BRISTOL
AVENUE; SHOULD BE INVESTIGATED FOR ACCIDENT HISTORY AND
'APPROPRIATE ENGINEERING OEStGN SHOULD BE DEVELOPED.
JAMBOREE NB RAMP GRADE SEPARATION
CALTRANS DOS HAS REVIEWED THE PROPOSED BRIDGE TYPE
SELECTION. APPROVAL IS PENDING.
CHANGE TO CAL TRANS ROUTE 73 AESTHETICS WITH TYPE IR OR tWR
COLUMNS ANO TYPE 25 BARRIER.
THE VERTICAL CLEARANCE OF THE NB OFFRAMP tJR-!) OVER THE
NB ONRAMP (MB-21 SHALL BE INCREASED TO A MINIMUM OF 16.5'.
JAMBOREE SB RAMP GRADE SEPARATION
CALTRANS DOS HAS REVIEWED THE PROPOSED BRIDGE TYPE
SELECTION. APPROVAL IS PENDING.
CHANGE TO CAL TRANS ROUTE 73 AESTHETICS WITH TYPE IR OR IWR
COLUMNS ANO TYPE 25 BARRIER.
JAMBOREE ROAD NB RAMP OC FLYOVER
CALTRANS DOS HAS APPROVED THE BRIDGE TYPE SELECTION FOR
THE CONCRETE BRIDGE ALTERNATE. THE STEEL ALTERNATE HAS NOT
YET BEEN APPROVED, SO THE CONCRETE ALTERNATE SHOULD BE THE
BASIS OF BIDS. THE STEEL ALTERNATE CAN BE PURSUED !F COST/
TIME SWINGS ARE FAVORABLE SUBJECT TO RECONSIDERATION OF
THE CALTRANS TYPE SELECTION DECISION.
USE CALTRANS ROUTE 73 AESTHETICS, WITH TYPE IR OR IWR
COLUMNS AND TYPE 25 BARRIER.
NOT USED.
UNIVERSITY NORTH UC
CALTRANS DOS HAS APPROVED THE BRIDGE TYPE SELECTION.
BRIDGE LENGTH SHALL BE INCREASED TO ACCOMMODATE THE REQUIRED WIDTH OF UNIVERSITY NORTH.
USE CAL TRANS AESTHET!CS TYPE IR OR !WR COLUMNS ANO TYPE 25
BARR I ER.
SAN DIEGO CREEK BRIDGE
CALTRANS DOS HAS APPROVED THE BRIDGE TYPE SELECTION.
USE AESTHETICS TO MATCH THE EXISTING BRI-OGES AND TYPE 25
BARR J ER.
DIST COUNTY ROUTE POST t.A!LES SHEET TOT AL TOTAL PROJECT NO. SHEETS
IA
ITEM SHEETS DESCRIPTION
\.
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EDGE DRAIN
SEE DETAIL A
AC DIKE ITYPE El
~-----SLOPE ROUNDING
SEE DETAIL B
__ 4¼
EDGE DRAIN
SEE DETAIL A
AC DIKE ITYPE El
~-----SLOPE ROUNDING
SEE DETAIL B
4'
TYPE 81-8 CUR
TYPE B2-8 CURB
--1.7'¾
48'
AND VAR
L L 7' 7'
PG
LOL
0.70' AC
0.25' A TPB ~-~
1.30' AB
ROUTE 73 TANGENT SECTION
1YPE
TYPE
10'
LOL
~ 2 ' 10'
AC
ATPBf--------J
AB
ROUTE 73 TANGENT SECTION
L L
0.70' AC
0.25' ATPB
1.30' AB
--4•1,
EDGE DRAIN
SEE DETAIL A
ROUTE 73 SUPERELEYATEP SECTION
LOL
81-8 CURB
e2.e CURB
1.7'¾-
UNIVERSITY DRIVE NORTH
10' 5'
EDGE DRAIN
SEE DETAIL A
AC DIKE {TYPE El
SLOPE ROUNDING----~
SEE DETAIL B
4'
EDGE DRAIN
SEE DETAIL
AC DIKE (TYPE
SLOPE ROUNDING----~
SEE DETAIL B
SLOPE ROUNDING----__,
SEE DETAIL B
• OR 4' 5'
3"<1>
DIST COUNTY ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS
NOTES,
12 ORA 73
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
CENTENNIAL CIVIL ENGINEERS
17300 REDHILL SUITE 200
IRVINE, CALIFORNIA gz714
2 33
I. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE
SUBJECT TO TOLERANCES SPECIFIED IN THE
STANDARD SPECIFICATIONS.
2. SUPERELEVATION AS SHOWN OR AS DIRECTED
BY THE ENGINEER.
SLOPE ROUNDING
AC DIKE
AC DIKE (TYPE El
SLOPE ROUNDING
"-
0-' -' oG:
I-
DETAIL B
SLOPE ROUNDING
(TYPICAL)
SHOULDER
6"
AC
ATP
AB
FILTER FABRIC
SLOTTED
DETAIL A
LOL
DETAIL
AC DIKE ITYPE Al
OGE DRAIN fo.55' AC {TYPE Bl
SEE DETAIL A 0.25' ATPB
---AC DIKE ITYPE El 0.90' AB
~----SLOPE ROUNDING
SLOPE ROUNDING--~
SEE DETAIL B
SEE DETAIL B
UN-3 & JR-4 RAMPS
JR1. MB2. & JR-5 RAMPS REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
TYPICAL CROSS SECTIONS
NOT TO SCALE X-1
FOR REDUCED PLANS 0
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PROP R/W TYPE CL.ij FEN<;~
EXIST RtW • 'L
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STA. 02,96.68
FOR REDUCED PLANS 0 ' '
DIST I COUNTY ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS
12 ORA 73 3 33
REOISTEREO CIVIL ENOINEER
,,_:·'..,,,,,. • -~-. • • •.
.,•
PLANS APPROVAL DATE
CENTENNIAL CIVIL ENGINEERS
17300 REDHILL SUITE 200
IRVINE, CALIFORNIA 92714
CURVE DATA
NO. RADIUS DELTA TANGENT LENGTH
I 3000.00' 39'37'34" LT 1080.84' 2074.82'
2 3300.00' 39'37'34" LT 1188.92' 2282.30'
3 3000.00' 39'37'34" LT 1080.84' 2074.82'
4 2400.00' 30'06'36" LT 645.55' 1261.24'
5 1829.23' 17'19'36" LT 278.71' 553.17'
6 3264.08' 04'44'22" LT 135.08' 270.00'
7 2200.00· 26'45'12" LT 523.17' 1027.25'
8 2300.00' 15'58'48" RT 322.83' 641.48'
9 1200.00' 34'41'09" RT 374.74' 726.46'
.0 700.00' 81°24'11" LT 602.13' 994.53'
11 1600.00' 46'56'50" RT 694.82' 1311.01'
JR-4 STA. 1204•24.46,
STA. 186,94.87 JAMBOREE ROAD INSTALL TYPE "D"
SURVEY. MONUMENT
STA. 1204• 75.00 -EC UN-3,
ROUTE 73 STA. 1204• 75.00
87.65' LT
STA. 1205,31.43,
ROUTE 73 s A. 188• 74.77,
JAMBOREE ROAD
RTE 73 STA. 1207,28.04 j
• EC ,(MEDIAN. TR-ANSITIONI "· . ,.
-39.00' L 7 .. _ --. • ;,-;--•. ;
/ E,){J.ST RIV'/ / ; .
N 49'21'50" W
JR-5 WALL
'll-4.."'""-'-'>L."-'-_..__J:J.c::. j ST A. 1213•15
RTE. 73 STA. 1205,54.16
RTE. 73 STA. 1205,32.56
EC IMEDIANTRANSITIONJ 39.08' RT
EC
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
ENDSHOULDER TAPERER
4' LT • 32' RT JR-5
STA. 121!+95
BEGIN SHOULDER TAPER 10' LT -28' RT JR-5
LAYOUT
SCALE l",100' L-1
NOTE• I
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I SUGGESTED DESIGN PER CITY OF NEWPORT BEACH.
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DESIGN BUILD TO COORDINATE FINAL DESIGN
WITH CDMG, TCA AND CITY OF NEWPORT BEACH.
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FOR REDUCED PLANS
DIST COUNTY ROUTE OS MIL S SHEET TOT AL
TOTAL PROJECT NO. SHEETS
73 3"
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
I>
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WITH CDMG, TCA AND CITY OF NEWPORT BEACH .
EASTBLUFF No
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UNIVERSITY DR"
; ) • iii z
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08-t.lAR-1991 FOR REDUCED PLANS 0 ' I
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REGIS TEREO CIVIL ENGINEER
JAMBOREE RD"
RAMP JR-8
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END LAN[ TAPER
12' RT'JR-5
STA. 1227•00.00 JR-5•
ROUTE 73 STA. 1227•00 87' RT
END N/8 MEDIAN TRANSITION
FOR REOUCEO PLANS 0 • '
01ST COUNTY ROUTE POST MILES $HEE TOTAL
TOT AL PROJECT NO. SHEETS
12 ORA 73
REGISTERED CIVIL !ENGINEER
PLANS APPROVAL DATE
CENTENNIAL CIVIL ENGINEERS
17300 REDHILL SUITE 200
IRVINE, CALIFORNIA g2714
4 33
CURVE DATA
NO RADIUS DELTA
02]
(13)
3000.00' 04'20'14" LT
3000.00' 03°11'29" RT
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
TANGENT
113.60'
83.57'
LENGTH
227.10'
167.10'
---~_-... -. -_,
' ' '-.,/
0 z w
LAYOUT
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JAMBOREE ROAD
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DIST COUNTY ROUTIE POST MILES SHEE TOTAL
TOTAL PROJECT NO. SHEETS
12 ORA 73
RE015TEREO CIVIL ENC31NEER
PLANS APPROVAL DATE
CENTENNIAL CIVIL ENGINEERS
17300 REDHILL SUITE 200
IRVINE, CALIFORNIA 92714
CURVE DATA
RADIUS DELTA TANGENT
1200.00' 34°41'09" RT 374.74'
1600.00' 46°56'50" RT 694.82'
2400.00' 14°38'17" LT 308.26'
2400.00' 10°26'32" LT 219.31'
.SE~ ~Hr '"", Dc.S1~N/6'.J1LO NoTE..S;
TA. 172•5I.I I -BC
JAMBOREE .ROAD
5 33
LENGTH
726.46'
1311.01'
613.16'
437.40'
13-+-+-13-5
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
LAYOUT
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DESIGN SPEED :; :st MJ?H
. : .. · :'': Js.o , ,.~i' .
• -~·-·---17'---. -~--·------------,--.----~· -
""" <'!~
"' O> ·:.l"'IN
·rrjrl,
.~~:·
i~: ''""
... , ... . .. , ·-. ' -' -.... ,.. ... ,. ,-.
DIST COUNTY ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS
12 ORA 73
REGISTERED CIVIL ENGINEER
'""P"c"•-•-•---•-•-•-•_o_v-•_c-0_•,T-•=----,...,r•
CENTENNIAL CIVIL ENGINEERS 17300 REDHILL SUITE 200 •••
IRVINE, CALIFORNIA ll271'
. -·--------~--------., ·--
12
-·-·-··------,-------, .. -,. •-+--•--.-
REFERENCE DOCUMENTS NOT· FOR :CONSTRUCTION
PROFILE .• P-7 ·
33
+5¼
0
-5¼
-10¼
80
70
60
50
40
20
10
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EXIST
FOR REDUCED PLANS 0
I '
I
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(J)
"'
SCG
MCWD
MWD
. :~)/
' -',ll-1>-" ,-,( ••
i .
! , EXIST R/W
. r '
•
ABBREVIATIONS
SOUTHERN CALIFORNIA GAS
MESA CONSOLIDATED WATER DISTRICT
METROPOLITAN WATER DISTRICT
RETAINING WALL DATA
NAME STATION HEIGHT r------------··-~--------1211.75 15.0' -~
JR-5 1212.00 14.0'
WALL 1212 212.50 7.0'
1213,00 8.5' 1-----·-----1213•50 6.0'
1203.90 1.0'
1204,00 2.5'
1204•50 11.0' ·---1205,00 13.5' I----. ------1205,50 13.5' ~---1206,00 8.5'
1206•50 7.0' -----·-
--I207,00 ___ 7.0' -----6.o···----·---· 1207+50 -------------------1208·00 3.0' ·-·-.. ------------3:2··-1208•50
1209•00 ·2:·0-,-
ROUTE 73 1209•50 2.0°--
WALL 1211 1210.00 2:5· --
1210.50 2.5'
1211.00 2.5'
1211•50 2.5' 1---. ----~ 1212.00 3.0'
1212•50 3.0'
1213•00 2.5'
1213•50 2.5' ----1214.00 2.0'
1214,50 2.0' 1---·-··------1215,00 2.0'
·---
01ST COUNTY ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS
12 ORA 73
REGISTERED CIVIL ENOIN
PLANS APPROVAL DATE
CENTENNIAL CIVIL ENGINEERS
17300 REDHILL SUITE 200
IRVINE, CALIFORNIA 92714
RETAINING WALL DATA
NAME STATION HEIGHT
1202.20 23.0'
1202.50 15.0'
JR-I 1203•00 15.0'
WALL 120· 1203•50 13.0' r----·-1204•00 10.0'
1204•50 6.0'
1205•00 5.0'
1193.50 1.0'
15
i---------·---. --------~ JR-4 1194•00 5.0'
WALL 1191 1194+50 15.0'
1194•80 17.0'
1198•30 13.5'
1198•50 10.0' JR-4 11ss.oo 7.0' WALL 120 1199•50 3.0' r------. -1200.00 2.0'
1211+ 75 26.7' -.--·-···-1212.00 24.5'
1212,50 21.0'
JR-5 1213,00 17.5'
WALL 1213 1213•50 14.0'
1214•00 10.5'
1214•50 7.0' .
1215.00 4.0'
33
ST._
FOR COMPLETE RIGHT-OF-WAY
AND ACCURATE ACCESS DATA,
SEE RIGHT-OF-WAY RECORD MAP
AT TCA OFFICE.
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION CONTOUR GRADING
SCALE 1",100' G-1
. ---
> "' " w V, > w ~
w ...
" "
'> 5., ...
" " _, w ::,Z '"' _, in
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RETAINING WALL DATA
NAME STATION HEIGHT
1215•50 4.o·
1216•00 6.5'
1216•50 8.5'
1217+00 11.0·
1217•50 12.5'
1218.00 13.5'
JR-5 1218•50 13.5'
WALL 122' 1219.00 13.5'
1219•50 13.5'
1220.00 12.5'
1220.50 12.0'
1221.00 9.0'
1221.50 7.0' ~-1222.00 4.0'
1222.50 3.0'
1222•80 1.5'
ROUTE 73
"-.IR.-5
JR-5 VVALl l220 -
.
EXIST' R/W
RETAINING WALL DATA
NAME STATION HEIGHT
1215•00 2.0'
1215.50 2.0'
ROUTE 73>------+------<
WALL 12llf--~-=-.c.c.-+~=---,
1216•00 2.0'
1216•50 2.0'
1217•00 2.0'
1217.50 3.0'
121s.oo 3.0'
EXIST, R/W ../
FOR REDUCED PLANS 0 2
RETAINING WALL
NAME STATION
1215•00
JR-5 1215•50
WALL 1213 1216.00
1216•20
·----·---'' -
'3
'
DATA
HEIGHT
4.0'
2.5'
1.0'
1.0'
DIST COUNTY ROUTE POST MILES $HEE TOTAL TOTAL PROJECT NO. SHEETS
12 ORA 73 16 33
REOISTEAEO CIVIL EN E // ~ ... .,
~ ~
f~A SAi AZAR~
~P,~.~.~.-.~P-PR~o-v-.-,-O-A-TE----11• ""· C 044471 1-.C.=c.:......;::c;.::===-=c.:....---'•I·• E .... ~ ,. ..._
CENTENNIAL CIVIL ENGINEERS ~J: CJVIL ~~'t-
17300 REDHILL SUITE 200 e OF cJ.ll,~_..:.
IRVINE, CALIFORNIA 92714
ABBREVIATIONS
MWD METROPOLITAN WATER DISTRICT
I I
'
FOR COMPLETE RIGHT-OF-WAY
AND ACCURATE ACCESS DATA,
SEE RIGHT-OF-WAY RECORD MAP
AT TCA OFFICE.
( REFERENCE DOCUMENTS )
NOT FOR CONSTRUCTION
'
CONTOUR GRADING
SCALE 1".100' G-2
'
•---
> "' 0 w
V, > w ~
w >-" 0
,,.
8"' >-"" _,w :, z u \2
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'•
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I.,,
j
j
/·' _/'
,;·
.' / ,/ ,
FOR REDUCED PLANS 0
PROP 'R/
,,;,/
j ' ;_/
;
FOR COMPLETE RIGHT-OF-WAY
AND AC CUR A TE ACCESS DAT A,
SEE RIGHT-OF-WAY RECORD MAP
AT TCA OFFICE.
•
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
DIST COUNTY ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS
12 ORA 73
REGISTERED CIVIL ENGIN,ER
PLANS APPROVAL DA TE
CENTENNIAL CIVIL ENGINEERS
17300 REDHILL SUITE 200
IRVINE, CALIFORNIA 92714
XIST'. R/W
_'.-~--\\ __ ,: .
·,,.... ~''.
CONTOUR
17 33
GRADING
SCALE l"alOO G-3
1.---
>-.,
0 w "' > w
CIC
w .... " 0
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;
FOR COMPLETE R/W AND ACCURATE ACCESS DATA,
SEE R/W RECORD MAPS AT TCA OFFICE.
'. /; •• , __
_ ./
18" RCP
.., (1,
'r---·"~
,i-.-,...-E1X1Sl 18" RCP
78" RCP.
. :.,
' . . '"\ . ,·,. .....
·8 ... RCP ''· ·.-.. ',., , . .· "').:. •.. . .• /
·-·' .,'.:· / __ , ...;,i,
-'
. • • • X~T096" R·cp
X/$T. 36" P ;. ' •·:.. .
NOTE, SIZES AND LOCATIONS OF PIPES AND INLETS ARE APPROXIMATE,
FOR REDUCED PLANS
1 PROP GI \
PROP llf' R.\J r-~-\1C>, GI ..
<,ciO
R/W, ·.1
' ·;.
• ·'
0 • •
1ii . "'
EXIST R/W
; ,!
[ ·=tXJSJ 21" R"P r'
_ . E>\IST. ~" RCP __:;;_:)..._,..::
ABND 48" CMP
DSIST
24"
1210
·PROP
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
DIST COUNTY ROUTE POST MILE$ SHEE TOT AL TOT AL PROJECT NO. SHEETS
12 ORA 73
REOISTERED CIVIL EN~lR
PLANS APPROVAL DAT£
CENTENNIAL CIVIL ENGINEERS
17300 REDHILL SUITE 200
IRVINE, CAL!!"0RNIA 92714
LEGEND
, EXISTING INLET
• PROPOSED INLET
EXISTING PIPE
PROPOSED PIPE
18
DRAINAGE PLAN
SCALE l",100'
33
D-1
,. ___
>-a,
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GO
PROP 24'' RC!'>
EXIST R/W
NOTE, SIZES AND LOCATIONS OF PIPES AND INLETS
ARE APPROXIMATE.
FOR COMPLETE R/W AND ACCURATE ACCESS DATA,
SEE R/W RECORD MAPS AT TCA OFFICE.
I ' '
Xl$T
BRISTOL ST.
·el<! T 16'' -R P
.. NORTH si'i1sr·oL·s't:: ...
/
,. . . • I··
EXIST .18" RCP Rl,W
':-◄
ABND 2-43"
--,, ---,.,..., ... ,,
EXIST 18" RCP
FOR REDUCED PLANS 0 3
2-18" RCP
A~l{Q 24;-: Fl~~ i
\ ..
• •
01ST COUNTY ROUTE POST MILES $HEE TOT AL TOTAL PROJECT NO. SHEETS
12 ORA 73
REGISTERED CNJL ENGINE
PLANS APPROVAL DATE
CENTENNIAL CIVIL ENGINEERS
17300 REDHILL SUITE 200
IRVINE, CALIFORNIA 92714
LEGEND
EXISTING INLET
PROPOSED INLET
EXISTING PIPE
PROPOSED PIPE
19 33
E'X!ST R/W
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
DRAINAGE PLAN
SCALE l"a!OO' D-2
•---
I
► m
" w "' > w "' w >-<I "
'► l;lm >-<I" ..JW ::,Z uQ
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" w ~ u w I u
< a: (/) >-0 W a: D -o-u
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..
NOTE, SIZES AND LOCATIONS OF PIPES AND INLETS
ARE APPROXIMATE.
/t.;' .~ • " '
-._
..
FOR REDUCED PLANS
FOR COMPLETE R/W AND ACCURATE ACCESS DATA,
SEE R /W RECORD MAPS AT TCA OFFICE.
PROP
EXIS'r 15·: RCP
·;,
//'
DIST COUNTY ROUTE POST MILES SHEE TOT AL TOTAL PROJECT NO. SHEETS
12 ORA 73
REOISTEREO CIVIL ENBIN
PLANS APPROVAL DATE
CENTENNIAL CIVIL ENGINEERS
17300 REDHILL SUITE 200
IRVINE, CALIFORNIA 92714
• •
LEGEND
EXISTING INLET
PROPOSED INLET
EXISTING PIPE
PROPOSED PIPE
XIST-I~'.' RCP
T 1eJ RCP : . iL· • ,,
'CMP
~<v" ":,~
0 :fl'o
~-\
20 33
-~~-·--t::,<v<v /7==--"-=~C..,.,..~=,-, DRAINAGE PLAN
SCALE l"alOO' D-3
0 ,
•---
>-"' " Lu "' > Lu a:
Lu >-<l
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'
"~,:0:~~
NOTL THE EXISTENCE AND LOCATION OF UTILITIES SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE
CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXISTENCE
AND LOCATION OF ALL UTILITIES PRIOR TO DOING WORK AND SHALL
BE RESPONSIBLE FOR DAMAGE TO ANY UTILITY, SHOWN OR NOT
SHOWN HEREON.
-~
POWER
FOR REDUCED PLANS
LINE
0 • •
DIST COUNTY ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS
CONS
IRWD
MCWD
MWD
PTST
SCE SCG
ABBREVIATIONS
12 ORA 73
2U4t t
REGISTERED CIVIL ENGi
PLANS APPROVAL OATE
CENTENNIAL CIVIL ENGINEERS
17300 REDHILL SUITE 200
IRVINE, CALIFORNIA g2714
LEGEND
21
QTY OF NEWPORT BEACH
IRVINE RANCH WATER DISTRICT
MESA CONSOLIDATED WATER DISTRICT
METROPOLITAN WATER DISTRICT
PACIFIC TELEPHONE S TELEGRAPH
SOUTHERN CALIFORNIA EDISON
SOUTHERN CALIFORNIA GAS
POLE TO BE REMOVED
POLE TO BE INSTALLED
EXISTING POLE
,•·/e .. STEEL PIPE
CONS {3000)
EXIST R/W XX)
,on
S 36" PIPE
0011 '1.W -x\Mxill BUR. CA.
·G-.--.
-·~ ,._. '!·
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION UTILITY PLAN
SCALE l"alOO'
33
U-1
► a,
0 "' "' > "' ll:
"' >-<(
0
'► :;) a,
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R. CA.
NOTE, THE EXISTENCE AND LOCATION OF UTILITIES SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE
CONTRACTOR SHALL TAKE STEPS TO ASCERT~N THE E~STENCE
AND LOCATION OF ALL UTILITIES PRIOR TO DOING WORK AND SHALL
BE RESPONSIBLE FOR DAMAGE TO ANY UTILITY, SHOWN OR NOT
SHOWN HEREON. •
FOR RFDUCF="IJ Pl AN<;
4" P .. GAS
SCG 3Q_Olf
J
BUR. CA.':
CMS CONB
IRWD
MCWD
MWD
PTBT SAHW
SCG
01ST COUNTY ROUTE POST MILES SHEE TOT AL TOTAL PROJECT NO. SHEE'.TS
12 ORA 73
REGISTERED CIVIL' ENGINElR
ABBREVIATIONS
COST A MESA SEWER
PLANS APPROVAL DATE
CENTENNIAL CIVIL ENGINEERS
17300 REDHILL SUITE 200
IRVINE, CALIFORNIA V2714
CTY OF NEWPORT BEACH
IRVINE RANCH WATER DISTRICT
MESA CONSOLIDATED WATER DISTRICT
METROPOLITAN WATER DISTRICT
PACIFIC TELEPHONE 8 TELEGRAPH
SANTA ANA HEIGHTS WATER SOUTHERN CALIFORNIA GAS
22
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
UTILITY PLAN
SCALE l",100'
33
U-2
I
I
I
JOIN TO
RAMP UN-3
-200
JOIN TO
.RAMP JR-4
'. ,200
,I
0
ST A TION 1196+00
0
ST A TION 1194+00
.40,.00.
.JQ,00
,20.00 .
'50,0Q
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ST A TION 1202+00,
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CROSS
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RAMP JR-I
20.00
• :;o.oo
I:
, I , 1. i, 140,00 , !
''
• 'I ·:>:1·:ii
1200
73
SECTIONS
24 OF
I
'1:
33
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION . SCALE V5 H50
,: 1.I •
'ii
ii
h---1; ·I'• ,,
', iJ
ST A TION 1206+00
' ' 0 : :
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0
ST A TION 1220+00
. 30.00
200'
60.00· ·,
,-:--, __ ,;o.oo:
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0
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RAMP JR-5 /.
ST A TION 1218+00
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' 200 •
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i•' 'i: • i::,I
0
ST A. TION. 1228+00 .
,; ii'
ST A TION 1226+00 ' . 0
ROUTE 73 CROSS SECTIONS
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
60,00
, .50,0Q
.\.,...'
,40.00
30.00
200
60.00
1 30.QO
,:
i
'j "
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26 OF 33
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0
STATION 1234+00
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30.00
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60.00
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I
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30.00
·; ·,200, 0 200 ·:
STATION 1238+00
ROUTE 73 27 OF 33 CROSS SECTIONS
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION SCALE V5 H50 ' i,
-200
,200
ST A TION0 1184+00
ST A TION 1182+00 0
" i1,. ''
40,00
,'.1'
. , 20.00 , ,.
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CROSS SECTIONS
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
60.00
,50,00.
40,00
30.00
200 ' . . ,
29 OF 33
SCALE V5 H50.
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REFERENCE DOCUMENTS
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30 OF 33
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CROSS SECTIONS
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
' ' ' :
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31 OF 33
SCALE V5 H5O
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ST A TION 1200+00
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JR-4 CROSS SECTIONS
REFERENCE DOCUMENTS
NOT FOR CONSTRUCTION
'Ii'
32 OF 33
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REFERENCE DOCUMENTS
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.. : : : : ! : ..
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33 OF 33
SCALE Y5 H50
.. "' .!i!J:·
B.vc. /192•0:500
Elev. 42.~
aa:,'vc.
G. vc. 1195-r-05.a?
Elev: 43.34 a.vc. tl95+40CO
Elev. 44.0Z
440'vc
R.C. • /./333 fa Per Sta. RC.• -0.<;:.88~0 0 ,A:r S-la.
88--Z.. 105'..Q"
Aff""0"-els+,~ Grovnd@. ,la ,p
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bi 111\
Xvt.tt f
L/an,m ei~v. c::t?.a? I 1195
Assumed Founda-fton
Co /-fn::,n-e, S-fandard Rlt!S
Topof'Cvt'
8.B. l/94•6200
Elev . .,,0
//95
Curve /J;rfa i_ &mp JF(-4 i_ Ramp UN-3
R,2«:.v.co' R• 182.9.23'
.4= 3'.)'0f,'34," 4 = 17'19'¾"
T';:" fb4!5. 5!5 1 T .::r i?78. 711
L. = /24,/,V,.' L. = 553,/7'
P,I = //C}(J•42£,I PI, l/99+3054
DESJCN "
PROFILE GRADE -l RAMP JR-4
NO SCALI
050' O"M~o$./red alono d_ R::imo JR-4
E.B
I 140'-o·· I , 10!5'..o' l,_)
! ! I I --
h ~ i ! 11 ~[ ,
/4, '-8 .. ,.,,,,,_ / ,;.fl ll~ Beni .,;,z Verf. Cir. u u .Benf ::113 Abul~4 I 1)97 I
/198
ELEVATION
8CALE:1••30'
of Cuf
I ·1/ / --~ I I
EC~_5---. of' c,_,,,.
Sta. I 19h <-hi? 47, POT I, RQmp JR-4= \
Sta /!97+4397,POC,i_Ramp UN-3
PLAN
CMICllD C Br.a 5 £. T(iJ. LOA FA
DESI GM LIVE LOADING, HS20--44 ANO ALTERNATIVE
AND PERMIT DESIGN LOAO
r;: -=,
CAL Tll,tiNa 0,:81GN ov1u1a .... T
-o#Mif
DETAILS •• O. R. Wrff'eborn CH(CUD CTB LAYOUT
OUANT IT I ES " CHl:Cl[D " $1'£CIFIC.I.TIOMS ,.,_~~s.ottcs
COll'Afl£D
ORIClNAL SCALE IN INCHES
FOR REDUCED PLANS 0
"
I
II
E. VC. II~ .,,_80.t:XJ
Elev. 4-S.98
N 39•50·s1''W
] -107;:
PC.C. IZOZ+OS.CO
' J
cu
"
DIST COUNTY ROUTE
eih~ REGISTERED CIVIL l!.'t,j ER
PLANS APPROVAL DA TE
TCA PROJECT MANAGER
TYPICAL CROSS SECTION
PROFILE GRADE
NO SCALI
Notes
(J)-R,,nf "Jamharee. Rd 58. f0n?p Grade-Separa+1on.
®----Pa,ril-''Br. Ah. _____ ,'
@--f't1efa/ Bea,n Guard .Ra,hng
(St:!~ Roadvvay P/an:s)
@)-Po,nf oF M1r71rnu,n Vt!!rf,ca/
Clearance
@-s+rucfµre, Ap,.cv-cioch Slab
Type N {3'.J) S.
~z:: .................. ... • __ Tllllt ... ---.__, ..... ... . __ ,...,. . ..,._ .. _.., ___ ................. • __ ,..,.,... ____ ........ -,:s
~------..... -~ & ____ _
-· --------.. __ ........, ....... .._ .............. -
---......... -=--..... ---===---·'"' ---
AMBOREE RD.S.B. RAMP GRADE SEPARATIO
OISRECARD PRINTS BEARINC
EARLIER REVISION OATES ----
GENERAL PLAN
I •
&!VC. ll9~rZO.OO EVCl.?OZ+00.00 8.vc /i?Oi?r5"'.a:> CEkv. 5'7. 59 eltw. 58. a:> J l,,.,._,.v ¾89
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PROFILE GRADE -t RAMP JR-1 '
NO SCALE
.!!J/81-0" "
l4Z'-o"" /07'-0"
Ab,.,f H./
----
Oafv,,-, Ele:v O?a::>
IZCV
A 5SUl?7ed ,FounQq//on:
Ca/lr,r11.s: .Sl<7ncbn:I Piles
l/9,
"N1,r,•4rzz·w ~
BB //9!3+3.3,CO
Elev. ~-ZS
CALlltA!d DUHOJol OVEIISIIIHT
~
I 2
C. L5ndt. es
~ .0./Z. w, ffeborn
h OUANTITIES
CKCllO
CIIECUD
IZOI IZOZ.
ELEVATION
, ..,,,.,,. Cl
PLAN
SCALE: 1• • &a'
c.TQ.
C.T.B. LAYOUT
5'1:CIFICUl011$ •y
7opoF Edi (Typ)
Ct1rv~ Oata
[ Komp JI?-/ e Kanp ,118-Z
e•eeoooo· e, e:100.a:>'.
~"' u~45/z" D• 15°1$8'48..,
T-5Z.3.l7' T= 3ZZ..8=S'
l• IOZ7Z<f;' l• "'41.48'
P.I://97•<N.s, PL• IZ£IO •44.70
LIVE LOAOING• HS20~4-4 ANO ALTERNATIVE AND PERMIT DESIGN LOAD
ORIGINAL SCALE !N tNCHES
FOR REDUCED PLANS 0 ' '
DIST COUNTY ROUTE
12 0RANOE 73
REGISTERED crv
PLANS APPROVAL DATE
TCA PROJECT MANAGER
.?41-0"
Sh/d.
Cone t!arner
t11odi1'ted Ty p~
25 (Typ)
Prof',lt: 6radt:
Ca.5-f-in-place
?re:S f"r~~,sed
C0r1cret-e
Box Gin:lt!r
TYPICAL CROSS SECTION
SCALE: 1• • 10'
PROFILE GRADE -le_ RAMP MB-2
NO SCALE
Nofe-5,
(f)--Potnr • Jarnbor•" l?d. NB Ramp .,,.,_ .Se;xm:,lton •
®-?o,n r "Br M:>. '.
@-Metal 8ea1>1 Guard /?a1/in9. 5ee "eoadway Plans."
@)-r'oin"T cJT Afini/l'Jl,IPJ Vertical C/eoronct:,
@--Strucfvre Appr""'d, Slab, Typ: Alc,W)S
@-Slope Treahner>f:
~.;,a: ...... -....... .. . __ ,.,.., ..... ...__, ..... ....
• __ T,_. .... _.. ............... ---. ..................
• __ 1 ...................... ,._., ... A.;J
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---......... ~),..._ ___ ""11a::"" .. =,.:-__ ,.. a--.... _
Al SHEE'.TS
~ TRANSl'ORTA110N
-~--CORRIDOR AGENCIES
JAMBOREE RD. N.B. RAMP GRADE SEPARATIO
cu
EA
POST MILE
DISREGARD PRINTS BEARING
EARLIER REVISION OATES-
GENERAL PLAN
B V. C 1198 + 00.00
Elev. 6Z. 88 •
f4.84 %
PROFILE GRADE -i NB ON
NO SCALE
1201 1202 1203 1204
Assumed .Foundofion:
Co/Irons Standard Piles
RAMP JR-5
E. V.C 1212 t-00.00
Ele~ ih/41
-s.os %
Su s1tr 1A, DE.s,~N/aun.o Nor~s:
13-12, ,3-1..:,
DIST COUNTY ROUTE
12 ORAN(¥ 71
RE:GtSTERECIVlLEN
APPROVAL DA TE
TCA PROJECT MANAGER
AL
NO. SHEETS
.36
1Bc11"Min. co J.1,nge(Opf,ona/) 1---t Benf i J;;'-~ -----J ' Vert. Cir. ---.._
----
Bent 115
1205 /20(; 1207 1208 1209 /2/0 1211
ELEVATION (DEVELOPED)
/ J;lo'1
/ / ?P~ •. '!!~' 1/ .l'"o~
/ ,,,,r ,'')Y ,._ 1/ ,,.if>
/li,+' \r~
ICALI: 1 •• 10'
--
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/ t, N. Brislol St . " I+---,-.-,--='-'--,-=-,-,-, __ _,.,
1-9 1--'o;c;-;-o':;-t---;,;2-:4::-:;o-;:-_-t;;,;:i
/2/2
Sh/d 2 Lanes
Cost-in-Place Pre stressed
Cone. Box 0/rder
g'-o"
Cone, Barrier
TypeZ5
(Typ)---~
E Jamboree Rd /
/
,, /V=A,,-~ Rel. Woll
(See l?dw!f, Plans)
I
I
DES I GN
CA.LTll.lilfS D(S~Jf OVEflS~IH DETAILS
'' S Yao
'' H Re es
/
/
/
/
/
/
/
/4t84.81
Jamboree Rd. / 'l> / /
/ ,io 1/
04-,.7Z(44 P,
e
~0
1,0~
~o /
1/, /
E.13. 1z11~ 75.<XJ
Ele.v. 62.C,5
CURVE OATA
R •
6
T •
L •
f'I..
t Rte. 73
=' 39• 37' 34"
1080 84:
ZD74.8Z
/l%•C,0!8
(D Pain/ '.Jamboree Rd. N/3 Ramp OC.
® Point 'Br No.
@ Mela/ Beam Gvord !roiling "s~ fi'o'wy. Plans'.
@ ?oint of Minimvm Vert/Col Clearance.-'
® Structure Approach Slob, Type N(30s).
TYPICAL CROSS SECTION
.-...-,._ ..... ......._,.._ ... .... ._,.., .................. .... . _,.... .... _.... .... _ .... __..
'--L.. =::.":" .. w.Jambcree(~1~
CW,....Jii•lw,r.J
~:z==-..===-
.._~ .................... ..... -
8 VC /198 +OOCV
Elev 62.88--
.,. t484 I< 1400 'vc, RC• -0.7064% per .Sta.
PROFILE GRADE -l NB ON RAMP JR-5
1201 1202
Z3'-5"Min.
Vert Cir
1203
NO SCALI
NS(FS .. "
Benf // 2
1204 1205
E. VC 1212 tOO oo
Elev tbUJ/
-s.os %
,,.
1111!1 ""' Ben/ //3
120(,, 1207
Ax
Bent //4
/208
Assumed Foundo/Jon: ELEVATION (DEVELOPED)
Elev 75.0/
Cl,LTRA,.5 O£S1GN OVERSIGIIT
Co/Irons Standard Piles
'6' TiJe of Fill(li;f') -s-
" s 0£SIGN Yoo
DETAILS " H Re es
QUANTITIES "
1 Jamboree Rd
uoECUD ETQ
cMEcuo C. T Q_/ s Yoo
CIC(Cl(D
-·--
IB& t84.BI
_,,,,--Jamboree Rd
"" \ ,,
Sl"E(lf!CATIOtlS
SCALE: 1 •• 50'
~ ,io
IZ04 • 7Z 44 POC i_ NB.On &
7•9220,POTlt,
o1
HS20-44 ANO ALTERNATIVE AND PERMIT DESIGN LOAD
cNt:mo s_ Yao
ORIGINAL SCALE IN fNCHES
FOR REDUCED PLANS O
/209
St!.E ~Hr'""~ .PE~lti.N/BtJILONor&,3:
1~-1z, 13•~
ee
DIST COUNTY
12 OAANGi
ROUTE
73
REGJSTERECIVILEN
APPROVAL OA TE
TCA PROJECT MANAGER
H AL . ...!Q~_PROJECT _...!'!fl: SHE.ET$
·~~
!--tBenf f.JR-5A---J
Finish Grode l 4fi 11
'1 N Bristol st I-----;----"'-'--;-'\ "-------i
' " 10'-o•
Bent // 5·
/2/0 1211 /212
Ref Woll
(See RdW!f-PkJns)
_, --Rel. Woll
24 -0
Shld
rofile
6rade
2 Lones
g'-o"
t:.onc.re-fe Barne Type Z5 •
/Of' o-f Dec.K
Co"'fX>?'le Welded Sfe.el .8::::v< G,rder
Steel &x &rd Cap
(See Rdw!f. Plans)
E,B IZII+ 7'5CO
Elev. rbZC,5
1/
TYPICAL CROSS SECTION
CURVE DATA
R 7'00' 6 • 7:Y 49 ·50'·
T • 58561.
l 875.31'
Pf.• l20~+4797
Notes:
R.
6 •
T
l •
f' I. •
t Rte. 73
=' 39• 37· 34"
108084
W748Z
119!5-""WIB
(J) Pa,ht 'JomboreeRd NB Ran,p OC
(V Point ,·Br No.
® Melo/ Beam Gvord /i'oilin9 "see li'o'wy Plans''.
@ Poinl' o; Minimum Yertical Clearance.
@ Structure Approach Slob, Type N(30S).
ICALE: 1•• 10'
....,.... .......
,. ___ .,.__Nlllllllk■ ... -. • __ T...,,.._,.____,.._,,._..._
• __ T...,wCN---,111111119..,__ Siaga_..,._
-not----. ~ '-~ T...,.,.pw_._.,_.JomborecRk_73
(NaNdll.111' ,)
.. -... ...__.. ____ WIiia,
S.....,LF..._.....,...,)~
""C..-
Norlh Ind. ff'-o., SbvlfL._llnd. -
Jq~ /-.. _...._.,..,.., .. ______ ....,. -......._
,...._..~l------,,--,--•RAl c:=:. ~
~ TRANS-TAnoN JAMBOREE RD. NB RAMP O.C . .., STEEL ALT.
~ CORRIDOR AGENCIES POST MILE
cu
"
OlSR[GARO PRINTS BEARING
[ARLl[R REVISION OATES·----
GENERAL PLAN
< I
NZ' 3B,48'W
-"' -Ii "' • i -<.)
It!
BVC. 1198--CV.CO
PROFILE GRADE 4. RAMP JR-5
NO SCJJ.E
ELEVATION ICAU! 1•. SO'
Fufure Umver.51-ly Or: No.
I
Ee! //95 n•a::,~,
'Ii -, r Top or Ft11 {Typ)
't /194 11M u -r(f {'IB a5,.,j.-@ Ramp ff• 1200
-~ I~> . JR,5 • 4
I ' <I)
'J! <!]1 ~11
iop Gt ,"' . I,, p,1/
J IB'I To,, Gt F,//
'
DES I GN "
DETAILS
QUANTITIES ST
" •<o
Z4' /7 / u· 1,
50' 50'
PLAN
SCALE: 1•• 30'
ClllCUO
CHlCUD
--0.!.t\ ~--r--=:.,,~" / ~. _..l I / f / f .,
I ~
• :,._ -: .,,. Top oF Cvf I( , ..--roe c,f' ,,,,. !!!
/ Cv"r ..,_
fl
LOAD FA,..,vni DESIGN
LAYOUT "
LIVE LOAOINC,
'J IJj
HS20·44 ANO ALTERNATIVE
ANO PERMIT DESIGN LOAD I Ctll:CUll
BS ~.CV B. VC. 86•Ct?.<X'
Elev et.a? c~Elev zo.zz
~ 400'vc.
£.V:C. 90-rc:l:?.OO
[£tev. eo.oz
.,40;1.. -
, PROFILE GRADE-UNIVERSITY DR. NO.
NOICAU
1'....9"
DIST COUNTY· ROUTE MILc.::. SH1:.1:. 1 1 u AL ! ·-TOT AL PROJECT NO. SHEETS
12 ~RANGE 73 -37
REGtSTEREDCML NGINEER /-' ~~
r..T. QUIRAY J~t
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~ CIVIL ~.,._
=~==~==,------')-/If '"~ TCA PROJECT MANAGER
24'-0"
Shld.
TYPICAL CROSS SECTION
SCALE::1• • 10'
~' No Uhldy openm_gs are proposed.
CURVE DATA
l NIB On-Romp JR-s
R • /ZOO'
L1 • 84•41'09" RT
T = :374.74
L ~ 71¼.~
Noles:
(]) Paint "/Jniversily Drive (Nor/t,) /Jndercrossing •
(2) Point ' Br. No. "
® Metal Beam 6uard Roding See Rdwg. Plans~
@) Point of Mlntmum Verfico/ Clearance.
@ Slope Treatment
® Str11cture Approach Slob l!;pe N(30S).
~l"': .............. .... ._,.... .. ~---... '-.. .... ._1 ....... _..,._ .. ___ .... _... ................
._1 ...... i.-.................... ...;s ._ ............... _ ......
._,._......,..)t....-: -=----· --------------------.. _......., ...................... ...... -
--........ -:::->~---c:, .. ::::.,::::M.,-__ ,..
..._ --
~ TRANSPORTATION
~-=,,_,, COIIRIDOR AGENCIES
UNIVERSITY DRIVE (NORTH) UNDERCROSSING
POST MILE GENERAL PLAN
ORIGINAL SCALE IN INCHES I I I I I I cu DISREGARD PRINTS BEARING I I', T lL __________________________________________ ,.!::'OR=.:•:;:<o::;u~ct;:o.,:•;;;L•::•:;_s ___ o~--.!.'--....!'"----'1-..J.!:":...---------~":;;";;,;u,::<R:..;,:R<~v,;,;":.;'°":::;,,;o::;•;.:'';:.'-.;;..1-,l_._l,..j,_.J.l_,.1_.,jl_.,jll-.;.Ti....,.,1,,_T.i..:~l:-:,.,1,,-J
s
PROFILE GRADE-l RAMP JR-5
NOSC ...
e:vc. 119!:J-1-!50.00
£/ev. 41.IO
~-!, ~
~ --:-; .!"I -1~ -II '1J.;e1-.¥ ----4::::::----~ .Al:>cd f il JI-.?-";;-' Abuf. -· 9 , ,. , '-...... ---, ___ ;_ _____ I __ _
Pr,:,v,de B'-0" M,n. /JenfZ JI. -Jll I Jl JI, Jl
Ven' Clearance .J. • £Jtmi3J ~4 Benl-5 l!JenfC,, &nf 7 BenftJ I Daf'vrn E/.,.v. -eOCO Approx. OG. lE e Ramp JR-5 I I //XJ
II.% 1)B7 1188 tfl39
170 I
::!-\ --\
\
' '
--) ~-1\
ELEVATION <f' ,5ee -1--1y,;1raul1c &nn,nary "or,
F,:,vndahon Plan.
/7/ ~ --. ' '. \ \
' ' ' ' ; \ \ '
' I
.
I
\
' \
-~
I
' ' \ ' --' -----
01ST COUNTY ROUTE TOTAL PROJECT
f 1. ~ ,,...
REGISTERED CIVIL NGINEER
TCA PROJECT MANAGER
..S~, .SI-IT I A., .Dt:,51 .. N/.SUILD "'-'01'¥6;
1,3-IB, l,!J,-l'f.
TYPICAL CROSS SECTION
_I I _.10•
/~"-17-1-
SCALE:1 ... 10·
I -
VIEW A-A
---, ___ ................ .... ·--~------..., ..... .. ·--"--~----------..~ .... _ .. .......
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& __ = ... -------....
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c:. --
rn , •• LIV£ LOADINC• ,s,o-« •so ALTERNATIVE ' -~-SAN. DIEGO CREEK BRIDGE-JR-5 t111 l £3.TD.1,rov Jr. 6ES'i'GN~......... ANO PERMIT DESIGN LOAD ~ TRANSIJORTATION IT C. r. e,r,~
., o. Fr, Wtlleborn CALTitAU HIIIU ova•.....-r DETAILS
I
::c r er,doe,s wour : aR. Wdfeborn ~'"'::=.-:::,.''!Jndges ~-=-COIIIIIOOR AGENClff •osr "'LE GENER AL p LAN L.E~:::ii~=======-c00~·~•T~l:Tl~E!SL~:.. ______ J.::. ______ 1 ... =,:.:":::'"'::':"':l.":.. _______ ~-~d~<O~;;,c-;:LE;:-;::c:;!.-,--,,-T-,-7--,--,-J77u:----------t~~~~~~~i:"'".:'1:::~~~~!rn~!!m:pl!!!lj;ll!:~m['1:!!'.r:'.f!!!!l~~4 .ION°'' DA.Te ORIGINAL SCA.LE IN INCHES l I ! ' I ' ! I cu DISREGARD PRINTS BEARING I I I I I
FOR REDUCED PLANS O 1 2 3 EA EARLIER REVISION OATES-I I [ 1•