HomeMy WebLinkAbout2212 C1 r0FRA CH
N 0 CUCAMONGA
FOOTHILL SOUTHBOUND ONERAMP
GENERAL NOTES WIDENING IMPROVEMENT PROJECT
1 All work shall conform to the Cityof Rancho Cucamongat n r rawings and the
Standard cific ti s for Public Works Construction, rBook), 2003 Edition with
supplements. Workperformedin t state right of ll conformto Caltrans --- -
Standard lans and Specifications, 2006 edition it supplements. RANCHO CUCAMONGA 1 TITLE SHEET
2. Public riv te utilities and su stru ctu r hereon are from available records. 2 DETAILI E T
ION
Thecontractor
shall be responsible for protecting all utilities substructures ALMOND _
PAVEMENT DELINEATION
u
sho wn within the construction limits of this project and shall be responsible for anye4 STAGE CONSTRUCTIONTISIGN
4
E R
HILLSIDE HILLSIDE
damage as a I
result f theconstructionoperations. ET" ua CHANNEL = EROSION
�� �C ❑WILSON AVE. .
z -]� _ WILSON
a a
I I ES
3. The contractor shall notify n er roun rvic Alert 1 -800-422-4133 and the following W BANYAN BANYANsT
utilities an owner two workingdays prior t construction or regardingnproblems. - — 7 RAMP METERING PLAN
I_EM N AVE. 8 RAMP METERING DETAILS
L 1:1dSR3Q
W HIGHLAND AV HIGHLA AVE. --"
t ern California isoCo. ) 7-� ( _ fSR30 ,9t ST.
° - _ — TSUTER
f to VICfORH
ARK _
Southern California as 3 �-75 µ _]� - r VICTORIA ST.
__F
MaNTE VISTA ST MON E V sra sT �, ll
CONSTRUCTION NOTES
VerizonCommunication 469-6340a _ q s R R R F O I�TANA
^�� z BASE LINE ROAD BASELINE AVE
PKW-
Y
`
�~ ®
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U11
PROTECT l PLACE Cucamonga Valley Water District 987-2591 UPLAND . CHURCHST. � _Comcast Cable Vision 390-4738
A a REMOVEASE AND
SURFACING
H" ARDINo Ro>Metropolitan ter District r 217-6679 � TNH I , AL
TA T 7 ( , EDITION)
Charter Communications 3— 1
IVCC�TER DR
DR A ROW ROUTE a=o �4�— MODIFY OVPER ERSIDE DRAIN, T A STID . f , EDITION)
Omni
I Ii Trans ) 379-7153 > AROR -
9th S —1 JERSE 8111 —
(� �a a F %
A T&S F RR WHITT�AVE T 1 f9
Omni Trans 0 379-7153 u 8th STREET - -
/" ----te--
r- -----1 < a
Barton Plaza 4 1 w w 7tft STREET '- CONSTRUCT PAVEMENT
4 _ .sth STREET HOT X ASPHALT A
FireDepartment ) 477-2770 , fMAX Ili PER FI ATI
A SEPTI ALLCONSTRUCTEDI Ll
F EACH.4. F r inspection of this project, t Contractor shall Contact the Public arks Section 4th STREET TAC AT ALL APPLIED ET EACH Ll TA CU AM 477-2740 t. 3 two workingdays riot to the required date. ANP
I.-,D ER AY .8' CLASS 11 AGS EA ATE BASE CONFORMINGSECTION 26 OF GALT A S
5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any CT' SITE STANDARD SPEC I FICATION S(MAY
2006)
construction or encroachment within any City of Rancho Cucamonga right—of—way.
N.T.S. 7 — EMBANKMENT 2:1MAX.)
VICINITY MAP
_ __. L EXISTING L 17 CONTROLLER LYAND TYPE 332
6. The contractor shall notify itofncoconaolicseartnt, City NOT TO
CABINET TO NEW LOCATION, AMETERING SKEET 7 OF
of Rancho Cucamongaire Department and any affected school district, 72 hours prior TOWNSHIP 1s RANGE. 6W SECTION 5 & 8
INSTALL E ET SIGNAL A METERING SHEET 7 F
t construction indicating any tour and/or road closures. � ,
{1 - -- L . THIS TI REPLACE I OVERLAY
. Contractor shall have lass " Contractor Licence.
PAVING
1 . Hot Mix Asphalt shall be type A, with /— inch aggregate raation and PG 64-28 F
asphalt binder, and constructed accordingto CaltransSpecification Section 39 and
Standard ecial Provision 39-050.
2. Prime Coat shall be applied to the base prior l ci the of Mix Asphalt. ri e Coat
shall conform to the latest provisions in Section 93 and the Caltrans Standard Special
Provision .
3. Tack Coat shall be applied to existingpavement including I n surfaces. between layers
of HMA andvertical surfaces of curbs, gutters, and construction joints. Tack Coat must
comply with the specifications f r asphaltic emulsion in action 94, "AsphalticEmulsion,"
r asphalt binder in Section 92, "Asphalts".
4. Relative compaction of 95 percent shall be obtained for a minimum depth of 2.5 feet of the
subgrade, according to Section 1 "Earthwork".
. Aggregate as oul constructed according to Section 26, "Aggregate Bases".
EXISTING Y MONUMENTATION
All existing surveymonuments that will be disturbedy this project shall be referenced an
reset by the City's Surveyor in accordance with Section 8771 of the l i f r n i
Surveyors Act. Found monuments are shown can the plans and describedas follows:
DESCRIPTION OF REVISION GATE APPROVED:
..... CITY OF RANCHO CUCAMONGA
Suydam
thisproject is se on: Moran TITLE SHEET
HORIZONTAL AT NAD83 1992.88 N (04 05)
No. 41 152FOOTHILL SOUTHBOUND
_XP. 03, 31/ 11
F-'RO _JECT BENCHMARK C ON-RAMP
WIDENING PROJECT
CITY F RANCHO CUCAMONGA BM 1 4 ._...._
" APPROVED EKY: Dark Steller DATE: J
1 roan h bolt in co c. cur to S 111 t CITY ENGINEER RCE � �
V_41DAR!:�_
intersection of Foothill Boulevard n Freeway o. 1Overpass _ _ _ _.—___
n north conic. curb of center divider, north of most westerly DESIGN RECOM ENDED
cone. bridge support. TPLAN PREPARED BY.
ELEVATION: 1 .77 `- ----
U ri d erg r0 a n d _ _..._ __._ NASCIMENTO ENGINEERING
Service Alert DRAWN BUSINESS . I aHE.µ.E
SAN r92408
cii. TOLI_ FREE T .
OF
1-800--422-4133 CHECKED Norman S da DRAWING NO.
___�_ _ R.C.E. NO 41 15.E_
TWO WORKING DAYS BEFORE YOU DIG NIS DATE __ . FILE NO 2212
COR00501 1 TS 1. gn 10/30/2008 9:29:05 AM--
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1/1 ,_1111_1'_'1 1�'. // � 1 ......1`,_ 'I' , I HMA SECTION SHALL BE CONSTRUCTED IN 3 LI�TS OF .20' EACH. - OF- cm_\�,,- FOOTHILL SOUTHBOUND ON-RAMP
" ��,,, I I I "I 'll, I ell,, I 11 I 11 1,11,,, � I CONSTRUCTION NOTES _____�__
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'.'-__"11�'* ,Bc�,-'� .......� �� I I ('1 - PROTECT IN PLACE .8' CLASS 11 AGGREAGATE BASE CONFORMING TO SECTION 26 OF CALTRANS Mark
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'''' "I 11 I '', "Ill �",�I�rllll I _________ RCE. 53672
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.1111'.,��� � 11 11�_ I ��- SAWCU SAN BERNARDINO,CA 92408 - -
.-__0 I � I I I PER RAMP METERING PLAN ON SHEET 7 OF 8
1 � I'll I,--,'
11 I -11 - \ \ I � � 1-800--422-4133 CHECKED
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, I 11�
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I I 'll TWO WORKING DAYS BEFORE YOU DIG ------- N S ___..__2212____
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RELOCATE A I SIGN
0 D1 ROADSIDE SIGN (WITH SHEET NUMBER AND NUMBER)
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�ADSIDE SIGN SINGLE POST
J W M.
EXISTING SIGN TO REMAIN
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ROADSIDE DELINIATORS, PER CALTRANS STD PLAN NO, A73IN
DETAIL 8, PER CALTRANSPLAN NO. A
DE
40
TAIL LTA A J 0 I N EX I ST
—1 Oa _
DETAIL 3 ALT . A20D
TAIL 25A, PER CALTRANST A20B
ars x
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= TYPE I 1 ALT A
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APPROVED.
JOIN EXIST
OF I
XIST
- CITY OF RANCHO CUCAMONGA
Norman
PLAN
Suydarn
Exp. a3" 1/ PAVEMENT DELINEATION
FOOTHILL SOUTHBOUND ON—RAMP
" — C p,\-
OF
APPROVED BY. Mark Steuer DATE:
CITY ENGINEER
ECCE. 5372
DESIGN RECOM ENDED
I. nder round TPLAN PREPARED BY:
Service Alert DRAWN LIM & NASCIMENTOi SHE
Call: TOLL, FREE _ _ T 18 887 Bu I I C , 2 SUITENTER DR. OF
1-300-422-4133 CHECKED
SIGN AND PAVEMENT DELINEATION PLAN TWO WORKING DAYS BEFORE YOU DIG NS
DRAWING NO,
2212
SCALE: 1 "
CORC0501-3 PD3.dgn 10/30/2003 9:34:0
a
"A" LINE
�lIOT -
CNSTfUTI�N ARES T
ORIA
> GARDENS DIRECTION F TRAFFIC EXIST EXIST EXIST cUJI
_-
EP ETW ETW
. EXISTING EP 0 -
_.._. _ _ 12' _ I =
ROADSIDE SIGN SINGLE POST
TEMP
f
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EP ETW ETW CONSTRUCTION AREA
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TEMPI ... - FOOTHILL Iv
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f bi
ROAD MIXED CEMENT TREATED BASE — OA -1 CA-
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NO SCALE
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p' JOIN EXIST
END TEMP STRIPE
"A" LINE STA
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JOIN EXIST
BEG TEMP STRIPE
„A„ LINE STA14+29.43
287+00 288+00 289+00
290+00 291+ 292+ CONSTRUCTION AREA SIGNS (TEMPORARY)
293+ 294+ 295+00 __ __ .__ ___.__ ___
296+00 297+00298+00 _______.
299+00 300+00 1+ I 302+00 SYMBOL SI CO PANEL_. IE _ I SSA . F __
fel I
STA 15+79.38 "A" LINE
BEG DELINEATORS —1 48 ROADAHEAD 1
SPACE , TOTAL 11 STAGE 1
@C30A (CA) L CL 1 � .
1
STAGE CONSTRUCTION
} END ROAD1 3 x 3.5 2
NO SCALE
D C40A CA x 48 TRAFFIC FINES DOUBLED
IN-WORK ZONES _
TOTAL 6
1,40STA 23+10.45 „A„ LINE
N
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WITH SCUPPERS
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777
a*
_ _.__ _ _ _ REVISION
JOIN EXIST __ _.� ._ _____ __ �_ _..._ __ .___. _ __._ __.. ___
DESCRIPTION OF REVISION DATE APPROVED:
BEG TEMP STRIPE
"A" LINE STA 11 +51 .11
CITY OF RANCHO CUCAMONGA
287+00 288-�00 289+00 290+00 291+00 292+00 293+00 294+00 Normcin PLAN
FE
295+00 296+00 29 + Suydam
299-4-00 300+ 0 302+00 0
No. x-1152
m STAGE CONSTRUCTION &
� xp. 03f31 9 CONSTRUCTION AREA SIGN�
STAGE 2
�� C� \
�cj FOOTHILL SOUTHBOUND ON—RAMP%
STAGE CONSTRUCTION
NO SCALE APPROVED BY: Mark `Mauer DATE:
CITE' ENGINEER RCE: 53672
DESIGN RECO E :ED
Underground PLAN PREPARED BY:
`service Alert DRAWN NASCIMENTO ENGINEERING
SHE
Calla TOLL FREE _ T 1887 BUSINESS
CENTER DR.f , IT OF
1-800-422-4133 CHECKED SAN
TWO WORKING DAYS BEFORE YOU DICE NS
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0501 4.d n 10/30/2008 9W:04 AM
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: FIPTICN C .. - - CITY
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REVISION
APPROVED
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CITY OF RANCHO CUCAMONGA
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- I Suydam -/_ PLAN
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""/ "I ''I � " No" CD . 41 1` 2
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fM WATER POLLUTION
" ,
EROSION CONTROL LEGEND.
,n�:�'.. 1� .,/ k & EROSION CONTROL
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ROADWORK OUANTITIES EARTHWORK OUANTITIES
CD LU
R C� <
til TO Sta
Sta TO t DIRECTION 0 DIRECTION
0-
Y
TON TON TON LF LF LF- "A" 13+04 ,} ,r
2394
}f r, 13+04 T "A" 22+97 ---
-- T + _ _ -97 S/B ON RAMP 507 1
12 7
2901 2394
f' " 13+04 "A" + � S/B ON AMP 84 63 TTL
TTL 1 7 3
GUARD RAILING
PAVEMENT MARKER (RETROREFLECTIVE)
PAVEMENT MARKERS D I E
I--
to t
DIRECTION T FL CTIA 1
TEA EA tT DIRECTION
PE } rTYPE rFfr TYPE
r
CD
DETAIL tm Of
A EA F°--
"Afr 1 + T "A" 22+97 A , r 4 2 1 11 Lt/Rt F A
TOTALS 24 32 14 11 "A" 19+11 T "A" 19+81 Lf 32.5 1
COMBINEDTOTAL 56 EA 25 EA TOTALS 32.5 1
THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE)
Sta TO StaDIRECTION TIL DETAIL D ETAIL DETAIL DETAIL
25A 27B 38
"A„ 4 T r} 22+97 S/B ON RAMP 247 ft 533 ft 733 ft 1230 ft 275 ft
TOTALS 47 ft 533 ft 733 ft 1230 ft 275 fit
COMBINED TTL 3018 ft
DESCRIPTION OF REVISION GATE CITY
APPROVED:
CITY OF RANCHO CUCAMONGA
041
orman PLAN
Suyda
ca
No. 41 152TYPES OF DELINEATORS, �
Exp. 03/31/O QUANTITIES
THERMOPLASTIC PAVEMENT MARKING PAVEMENT MAKERS C/V0-
OFYP
FOOTHILL SOUTHBOUND ON-RAMP
TYPEI EFL C c��� -'
to t DIRECTION 1 r A TYPES
�L�o
--
FRONT ACID APPROVED Y: Clark Ste er DATE:
CITY ENGINEER NONE RCE:
r} „ 13+04 ff „ 7 ft FWHITE
53672
DESIGN R CO ME ED
AL f t YELL __.. _. ._.._ .
COMBINED TTL t YELL C*1
I1r�der round T _RM PLAN PREPARED BY:g CA 92408
''rVIC e Alert DRAWN SH TCall: TOLL FREE C 1887 SAN I I r I OF-800-422-4133 CHECKED
DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG
EXIST SERVICE
S . C . EDISON ELECTRICAL SERVICE # 7 277/480 V 3 PHASE
.w
/ ( SERVING .
S . C .
TC
1 XI Y IIIPMENT
µ:.
WITH FOLLOWING °
LS- 3 100 A MAIN TC- 1 METERO 277/480 9 9 ( MAIN
15 A CONTROL 480 V9 1 9 50 A ( BRANCH FOR SIGNALS AT NB RAMPS )
00
20 A SAFETY LIGHTS 277 V9 1Pq 30 A ( BRANCH FOR NB ENTRANCE LOOP FUTURE RAMP METER ) 0
277
9 1 9 30 A ( BRANCH FOR RAMP METER #1 )
277
9 9
EXIST 20 A ( BRANCH FOR VDS #3/CCTV #6 )100 A ( MAIN It/ Q
SIGN LIGHTING
3*00
Ex 01 st 2#8 CCTV/VDS
9 480 Vq 1 Pq 20 A ( SIGN )
4e
Ex * st 2#8 Ramp Meter
1.
EXIST 33C949 2#10 .
Exist 2#10 Ramp Meter #2
ELECTRICAL SERVICE 277/480 V 3 PHASE
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.
( SERVING UTILITY S . 0I
I Y I I V I = ,
a
? CIN
EXIST S . C . I T rWITH THE FOLLOWING BREAKERSn
l;A$1 ` a
TC-1 METERO9 1 ( MAIN
BC
480
V 1Pq 40 A ( BRANCH FOR SIGNALS AT SB RAMPS )
rvw x
277 V 9 1 P9 30 A ( BRANCH FOR RAMP METER #2 ) 3
:
LS- 3 METERO 277/480 V9 2 P 9 100 A ( MAIN SD )
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9
30 A ( BRANCH FO IGHTING )
DETAIL 1 P 9 15 A ( PEC )
9AB
CABLECONDUCTOR AND CONDUIT SCHEDULE
r
CONDUCTORTYPE
112 ABCSIC METER ON
SERVICEoeAB
1
3 CB
#8 BARE GROUND
RC AB
DEMAND
11 ".xg
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. C
.00
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QUEUE
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1 � Z�
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0 12
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m xm-.,xTOTAL 1 1
CONDUIT 111/211
rw ' rs w ' wc
3 EXIST SCE
L IT L OTHERWISE a TSERVICE PULL BOX
} EXISTING
RS
CONSTRUCTION NOTEL_jfiQE_jHj5_aHEEj__Q�
-
AB
RELOCATE EXISTING MODEL 170 CONTROLLER ASSEMBLY AND TYPE 332 00
00CABINET TO NEW LOCATION . REMOVE EXISTING FOUNDATION INSTALL NEW RAMP METER SIGNALPER DETAIL 1 ON SHEET TELT EXISTING '' METER N ICN IN—PLACE . 170
gy
001-00
Iff
ill
ABREMOVE EXISTING CONDUCTORS FROM THE EXISTING CONDUIT AND INSTALL
NEN CABLE AS SPECIFIED ON PLAN . ir
C00
PROTECT EXISTING CONDUIT AND DLC IN-PLACE .
5 cO
ALL PULL BOXES SHALL BE #5 UNLESS OTHERWISE NOTED .
INSTALL 1 rI FICABLE .
CONNECT T CABLE T TYPE C FO CABLEUSING
EXISTING SPLICE CLOSURE . ( SEE SPLICE TRAY
DETAILN SHEET PROTECT EXISTING rvto
I T SE CORNER
I xI L X.
AND FO CABLE
.
I _
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it
DATEC ITY
DESCRIPTION OF REVISION
t�
1"'R
APPROVED:
1109
PR.O.w
dED:
0,0
SF
C . D NWUN LINPLAN
No. 467` z
RAMP METERING
Exy. 06-3 00 0 . PN FOOTHILL SOUTHBOUND ON-RAMP
Ste DATEBY. Mark
A V-4/a
CITY ENGINEER 53672C
DESIGN
RECO 6E E)
Underground
Service Alert PLAN PREPARED BY:
DRAWN S E
LIN CONSULTING, INC.
GII: TOLE FREE LDRIVE, I ? OI1-800-422--4133 IA , 1765
IELECTRICALY CHECKED PHONE:(909) DRAWING N0.TWO WORKING DAYS BEFORE YOU DIG : ( 396-8150
r p� 1 . n 101301200 :39:1
LIGHT- 8SPLICE TRAY
RED STATUS
",- UPPER SIGNAL HEAD
-- _ _ FROM ELEMENT-TYPE D
.___
3 SECTION- 12
OY CABLE BUFFER TUBES
L------- OUTGOING TYPE C CABLE
_11-YPE 1 -A STANDARD
ONE BUFFER
UBE
�� ✓� r T
LOWER SIGNAL HEAD
L "DARK"
UR
-- D FIBERS IN TRAY
1
FUSION
( PARALLEL THE R89 SPLICES0__1N
R 8 9 SURFACE OF THE Y I4 . 5 L
SIGN THE FIBER LAY TYPE D ''DARK 'R 9 0 2 R90 SHOWN IN FIBERS IN TRAY
SIGN MIN SIGN THE PLANS
ROADWAY
DETAIL 1
INCOMING TYPE C CABLE
RAMP METER SIGNAL ONE BUFFER TUBE
-- _
12 FIBERS
1 ►` LIMIT LINE
SHOULDER
CENTERED IN EACH LANE
TRAVELDIRECTION 12 10 10 6 1 '
L
TY 1 -A STANDARD
SEE IL 1
DETAIL 2
2- LANE RAMP METERING
DETECTOR LOOP /SIGNAL LAYOUT
A . Y 1 -A SIGNAL STANDARD
B . 3-SECTION 300 mm SIGNAL HEAD YELL CITY
300 mm � � DESCRIPTION o� REVISION DATA
A��R0vE0:
LVISORS
SIGNALWHERE SHOWN ON PLANS , CITY OF RANCHO CUCAMONGA
C . 2- SECTION 200 mm NuN �wN PLAN
200 mm LCIRCLE VISORS TYPE SV- 1 -T BRACKET MOUNTING _
ON SIDE OF STANDARD AWAY FROM THE RAMP No. 46719 �
TRAFFIC ,
or� Ex . 06-3 09 RAMP METERING
,
D . BACKPLATE
V1
CSF- CA\ �
FOOTHILL SOUTHBOUND ON-RAMP
E . SEE ES- 7B FOR TYPE- 1 FOUNDATION .
APPROVED Y: Mark Ste er DATE-
CITY ENGINEER
F . 1 -SECTION 200mm RCE: 53672
SIGNALFOR CHP ENFORCEMENT SHOWN ON THE PLANS .
DESIGN RECO ME EQ
Under rOUnd
`service Alert DRAWN
PLAN PREPARED BY. S ET
Call; TOL_L FREE LIN CONSULTING, INC.
21660 b �, DRIVE, I `7
1-800-422-41330 8 OF 8
THIS PLAN ACCURATE FOR
TELECRICAL WORK
L
CHECKED :( ) DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG :( )396-8150
r p,_ 2 .dgn 10/30/2008 :39:47 AM 08-08-N-MC-0532