HomeMy WebLinkAbout1664 BENCHMARK ELEV. 1039.71
BRASS DISK IN NORTH CURB 0.5 MILES WEST
A C1 CUCAMONGA OF ETIWANDA AVENUE, EAST SIDE OF CATCH
C1 1--,*Iy 01 N BASIN.
I P" IE EMSHEET INDEX' , E N T T T
F0URTH, `-,,, S TRi'i- E E
P A V A L,,, l A ION,-,B4
1. TITLE SHEET
2 & 4. PLAN & PROFILE
FROM 323 FEET WEST OF SANTA ANITA STREET TO 2277 FEET EAST OF SANTA ANITA STREET 5. STRIPING PLAN
G 6. DETOUR PLAN
GENERAL NOTES
7 & 8. CROSS SECTIONS
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the RANCHO
Standard Specifications for Public Works Construction, (Green Book), 1994 Edition with CONSTRUCTION NOTES
suppliments. a- 0.10' COLD PLANE & OVERLAY WITH 0.10' ARHM-GG
2. Public and private utilities and substructures shown hereon are from available records.
(NOTE: COLD
FTER/4" OR LAR PLANE, SEAL
TO OVERLAY)LE
The contractor shall be responsible for protecting all utilities and substructures asL
shown within the construction limits of this project and shall be responsible for an HILLSID I I 2 SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE
p � p y ILso AVE � 4TH T � AS NECESSARY.
damage as a result of the construction operations. ��
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C LXW BANYAN ST a SUMMIT AV 3a- PAVE 0.32' A.C. PAVEMENT OVER 0.33' C.A.B. AND CAP
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3. The contractor shall notify Under groundService Alert 1-800-422-4133 and the following WITH 0.10 ARHM GG OVERLAY.
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utilities two working days prior to construction or regarding any problems. N \ _ '< HIGH D AV PROTECT IN PLACE OR ADJUST AS NECESSARY (MH, VALVES,
19TH T 0 ; 30 a PCC BOX COVER, RR TRACKS & TIES, ETC)
Southern California Edison Co. (909) 357-624030 M o
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Southern California Gas Co. (909) 335-7572 Y VICTORI RK N 50- ADJUST MANHOLE TO GRADE.
General Telephone Co. (800) 469-6343 LASELINPRD _J �\
Cucamonga County Water District (909) 987-2591 W Q 6Q-7/ REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
I LRc sr RR SEE STRIPING ON SHEET 5 OF 8.
7a- DELETED
4. For inspection of this project, the Contractor shall Contact the Public Works Section FOQTHILL BLVD \
at 477-2740 Ext. 2341 two working days prior t0 the required date, w w W W 10 C TE DR. a- REMOVE EXISTING 20' DRIVEWAY APPROACH AND CONSTRUCT LIMITED
RR w L-_ ACCESS CURB PER CITY STD. 105-C. WITH 3' TRANSITIONS AND 8" THICK
5. A permit shall be obtained from the City of Rancho Cucamonga, City of Ontario, R/R CO. o UJ SIDEWALK (MATCH EXISTING)
o > a BNSF RR
and City of Fontana prior to any construction or encroachment within any City of Rancho ...............
Cucamonga, City of Ontario, R/R CO. and City of Fontana right-of-way. 9a- PROTECT IN PLACE.
Z ¢ 6TH ST N
6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City o STRIPING NOTES:
of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior
to construction indicating any detour and/or road closures. VTCLVrry uAP INSTALL THERMOPLASTIC 2' WHITE SOLID WHITE LINE.
NOT M SCALE 1�1 -INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
7. Contractor shall have a "Class A" Contractor License.
PAINT 4" WHITE LANE LINE WITH TYPE "G" MARKER PER
EXISTING SURVEY MONUMENTATION * NOTE: REFER TO CROSS SECTIONS SHEET 7 & 8. CITY STD. NO. 133.
All existing survey monuments that will be disturbed by this project shall be referenced and @ -INSTALL THERMOPLASTIC 12" WIDE SOLID WHITE STRIPE.
reset by the Construction Surveyor in accordance with Section 8771 of the California [�- PAINT 4" DOUBLE YELLOW STRIPE WITH TYPE "D" MARKERS
Surveyors Act. Found monuments are shown on the plans and described as follows: 47' PER CITY STD. NO. 133.
(FOUND) 5' @-PAINT LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.)
0.10' r
1�- F.D. 1 " I.P. TAGGED L.S. 4189 LOCATED AT THE INTERSECTION OF THE CENTERLINES OF FOURTH1 1 0.10' 1�- PAINT 8" SOLID WHITE STRIPE WITH TYPE "G" MARKERS PER
ARHM OVERLAY CITY STD. NO. 133.
STREET AND SANTA ANITA STREET.
2[� F.D. PUNCHED SPK. & W. IN LIEU OF N&F PER P.M.B. 47/28 LOCATED AT THE CENTERLINE OF Q-RE-PAINT 4" DOUBLE YELLOW STRIPE WITH TYPE "D" MARKER
FOURTH STREET, 662.66' EAST OF SANTA ANITA STREET AT STA. 143+85.66 � °° PER CITY STD. NO. 133.
TYPICAL CROSS SECTION - 4TH ST * EXIST A.0 000000 0°0 00 0 PAINT BIKE LEGEND LEGEND & LANE ARROW.
3�- F.D. 2" I.P. TAGGED L.S. 3246 LOCATED AT THE CENTERLINE OF FOURTH STREET, 1987.48' EAST OF STA 134+70 TO 147+M'N.T.S. - 000000 0000 1@9 --PAINT 6" SOLID WHITE LINE PER CALTRANS STD. DET. 39.
SANTA ANITA STREET AT STA. 157+10.48. SECTION A-A \_(D(248- �-N.T.S. PAINT 6" x 4" WHITE DASHED LINE PER CALTRANS STD. DET. 39A.
STRIPING GENERAL NOTES 40, 7, r @1 -INSTALL TYPE I MARKERS (BLUE) PER CITY STD. NO. 134.
njw 1PAINT 4" DOUBLE SOLID YELLOW STRIPE WITH TYPE "G" MARKERS
1. All details and dimensions for traffic striping and markings and the Installation thereof shall conform a 2 3 1 z 3 PER CITY STD. N0. 133.
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City _
Standard plan no. 133, unless otherwise approved or directed by the City Engineer. • 0.10' @-PAINT 12" SOLID YELLOW STRIPE ® 45' JE.
' 'M ovERLAY O- PAINT 12" SOLID WHITE STOP BAR & LEGEND.
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall �ST °°°°°°°°°°°°P 9 P 9 P 9 p ' � °°°°°°°°°°°°° �-RE-PAINT EXISTING 4" WHITE LANE LINE.
conform to the Standard Specifications for Public Works Construction and the following provisions. _ 0000 000°0000
BASE do SUB BASE SHALL
BE COMPACTED TO 9576 SECTION B-B
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. TYPICAL CROSS SECTION - 4TH STREET* N.T.S.
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. FROM STA 134+007 139+00
FROIA STA 147+80 TO 180+00
HORIZ: 1'-10' T.I. - 9 A
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation VERT: 1•-2' ,Q
of striping and markings.
�0ESSiCNq
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D. All control points and spotting removed during sandblasting shall be replaced prior to installation of - �`�`� . S\NG C%q\
striping and markings. �' � _�� do Q SEE SK[-ET 2- DR oo -off �>L-� .Od
a ' STA 143+00 TO STA 143+70 2 3 ~ = 45846 C3 � j qTY
E. All control points and spotting shall be Inspected and �/'���,1` * DESCRIPTION OF REVISION DATE
Installation of new or replacement striping and marking VAMzN EX l approved by the City Traffic Engineer prior to VARIES FRW 0.40%M -0.38%s. o.>=TO- - -
2.267'
F. All striping and pavement markings Installed on new road surfaces shall be approved low VOC type, CITY OF RANCHO CUCAMONGA
15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the IF CA��'
first, unless otherwise noted. BASE do SUB BASE SHALL
9E COMPACTED TO 9576 TITLE SHEET
A
g. All thermoplastic striping and pavement markings shall be installed In one coat and be 10 mil thick (dry), TYPICAL. CROSS SECTION - 4TH STREET FOURTH STREET unless otherwise noted. FRObI TA S 139+00 TO 143+70 =
PAVEMENT REHABILITATION
HORIZ: 1'-10' T.I. - 9
H. Under no conditions shall a roadway be left over night,
Y 9 , weekends or holidays without appropriate striping VERT: 1"-2'
and markings to the satisfaction of the Cit Engineer. LEGEND:
® 0.10' COLD PLANE & OVERLAY WITH 0.10' ARH M-GG FROM 323 FEET W/0 SANTA ANITA ST. TO 2277 FEET E/0 SANTA Ay A ST.
I. All traffic striping and pavement markings shall be Installed with all appropriate permits and traffic control (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS 'aoFEssi APPROVED BY: DATE:
measures, In accordance with the city and state standards. 1/4" OR LARGER PRIOR TO OVERLAY.) v Q t�� CITY ENGINEER / �(. RCE: 2 953
o Underground "
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J. Temporary or construction striping and markings shall be in accordance with the city and state standards Service Alert y 3 r Z�' l PLAN PREPARED BY: RECOMNAENDEp
and as directed by the City Engineer. ® SAWCUT & REMOVE EXISTING PAVEMENT AND0 No. 24953 MA CITY OF RANCHO CUCAMONGA
Call: TOLL FREE REPLACE WITH 0.32 A.C. PAVEMENT OVER a Exp. 12-31-01 '^ 1CIVIC CENTER DRIVE
3. Street Name Signs shall be installed per City Standard Plan No. 401-A, 1 -800-422-4133 OVER 0.33' C.A.B. AND CAP WITH 0.10' ARHM-GG * °RAWN RAANCHO CUCAMONGA, CA 91730 s* r
NCo
`J)`1 Civil- MA 1 of 8
4. Traffic Signs shall be installed per City Standard Plan No. 401-B. TWO WORKING DAYS BEFORE YOU DIG 0000 CRUSHED AGGREGATE BASE ,� OF C0,01d ' , CHECM P-C.E No DPAWM NO.
CH DAM FU No 1664
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CONSTRUCTION NOTES- 10 CoJV%T DRIV& APPROAeH PER CITY STD. lo/ c
0.10' COLD PLANE & OVERLAY WITH 0.10' ARHM-GG ADP DR IvE k/A T APPRaA c H,STRGET L/44M
(NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE oRoo-ol? '
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DESCRIP71ON OF REVISION DATE
SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE 0 R CITY STD. f078 C-HAAAEL- ArAb SVtf-1
A 1 P4-rAk i"Q
AS NECESSARY. CITY OF RANCHO CUCAMONGA
PI-4w.s -Fopt s-r&.&*-r -rAE&-s VE04E+D
PAVE 0.32' A.C. PAVEMENT OVER 0.33' C.A.B. AND CAP PLAN & PROFILE
WITH 0.10 ARHM—GG OVERLAY. Ex
Dove& FOURTH STREET
PROTECT IN PLACE OR ADJUST AS NECESSARY (MH, VALVES,
PCC BOX COVER, RR TRACKS & TIES, ETC) C PAVEMENT REHABILITATION
ADJUST MANHOLE TO GRADE. FROM 323 FEET W/O SANTA ANITA ST. TO 2277 FEET E/O SANTA ST.
REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS LEGEND: FESS/ APPROVED BY: r D
SEE STRIPING ON SHEET 5 OF 8. 0.10' COLD PLANE & OVERLAY WITH 0.10' ARHM-GG ?
4 It 61 RCE: 24953
LANE, CRACK SEAL VISIBLE CRACKS CRY ENGINEER
DELETED
1/4- OR LARGER PRIOR TO OVERLAY.) Dom PLAN PREPARED BY7 f4mommDom
MA
20 D CONSTRUCT LIMITED No. 24953 CITY OF RANCHO CUCAMONGA
a Exp. 12-31-01 10500 CIVIC CENTER DRIVE SHW
ACCESS CURB PER CITY STD. 105-C. WITH 3' TRANSITIONS AND 8* THICK ING PAVEMENT AND RANCHO CUCAMONGA, CA 91730
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SIDEWALK (MATCH EXInNG) REPLACE WITH 0.32' A.C. PAVEMENT OVER c V%116- MA 2 OF
OVER 0.33 C.A.B. AND CAP WITH 0.10' ARHM—GG CHECKM ME 040 DRIIIIIIIIIIIIIIIIIN NO.
PROTECT IN PLACE. CH DAM —FU NO 1664
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DESCRIFnON OF REVISION DATE
0.10' COLD PLANE & OVERLAY WITH 0.10' ARHM—GG
(NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE
CRACKS 1/4- OR LARGER PRIOR TO OVERLAY) CITY OF RANCHO CUCAMONGA
PLAN & PROFILE
SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE
AS NECESSARY. FOURTH STREL7
PAVE 0.32' A.C. PAVEMENT OVER 0.33' C.A.B. AND CAP PAVEMENT REHABILITATION
WITH 0.10 ARHM—GG OVERLAY.
PROTECT IN PLACE OR ADJUST AS NECESSARY (MH, VALVES, LEGEND: FROM 323 FEET W/O SANTA ANITA ST. M 2277 FEET E/O SANTA ANrjA ST.
PCC BOX COVER, RR TRACKS & TIES, ETC) APPROVED ErY
FESS/ DATE: 4414,
0 - 1
CITY ENGINEER RCE: 53
ADJUST MANHOLE TO GRADE. 0.10' COLD PLANE & OVERLAY WITH 0.10' ARHM—GG i : kz�L
(NOTE: AFrER COLD PLANE, CRACK SEAL VISIBLE CRACKS \> OEM INSCOMMIDIM
REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS 1/4- OR LARGER PRIOR TO OVERLAY.)
No. 24953 z i MA
m NGA �Rkl
5 OF 8. V � --
1g. E x p 12-3 1-0 1 1 10500 CIVIC CENTER DRIVE smw
SAWCUT & REMOVE EXISTING PAVEMENT AND MA RANCHO CUCAMONGA, CA 91730 3
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REPLACE WITH 0.32' A.C. PAVEMENT OVER civ%%. OF
OVER 0.33' C.A.B. AND CAP WITH 0.10' ARHM—GG OF C0,101 WE= R.C.L NO DFAWM NM
CH DATE FU NO 1664
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157+00 158+00 159+00 160+00 161 +00 150+00
OCONSTRUCTION NOTES
o o z a— 0.10' COLD PLANE & OVERLAY WITH 0.10' ARHM-GG
+ Z 'o "'
W (NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE
� Cr-� CRACKS 1/4- OR LARGER PRIOR TO OVERLAY)
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�- SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE
ASNECESSARY.
:_ _ PAVE 0.32' A.C. PAVEMENT OVER 0.33' C.A.B. AND CAP
w 4 s• } ; � ,� — — — — WITH 0.10 ARHM-GG OVERLAY.
PROTECT IN PLACE OR ADJUST AS NECESSARY (MH, VALVES,
W = 4 PCC BOX COVER, RR TRACKS & TIES, ETC)
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ADJUST MANHOLE TO GRADE.
LiJ 0� y - 158+tj9� � 159+Obi 160+ 7 160+50. 1° 170+00 180+00
= W `.0 °As° REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
U (n \ 8 SEE STRIPING ON SHEET 5 OF 8.
�- 4TH STRE T
DESCRIPTION OF REVISION DATE crtr
M.
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CITY OF RANCHO CUCAMONGA
all PLAN & PROFILE
FOURTH STREET
PAVEMENT REHABILITATION
LEGEND:
FROM 323 FEET W/0 SANTA ANITA ST. TO 2277 FEET E/0 SANTA ST.
0.10' COLD PLANE & OVERLAY WITH 0.10' ARHM-GG /Qa FESS/ APPROVED BY: �/ L DATE:
24 53
CITY ENGINEER � ..
(NOTE: AFTER COLD PLANE, CRACK SEAL VISIBLE CRACKS h \w� F� Z
1/4- OR LARGER PRIOR TO OVERLAY.) y 3 � � oEsioN PIAN PREPARED BY: ✓ RDCOYIIdEwom
v No. 24953 r" MA CITY OF RANCHO CUCAMONGA
-� On
Exp. 12-31-01 I 10500 CIVIC CENTER DRIVE
SAWCUT & REMOVE EXISTING PAVEMENT AND * * oiawn RANCHO CUCAMONGA, CA 91730 smw
REPLACE WITH 0.32A.C. PAVEMENT OVER ,,� c1V%�-� ��' MA 4 of 8
OVER 0.33 C.A.B. AND CAP WITH 0.10 ARHM-GG of C / cme= R.C.B. No GrAw a NO.
CH a� RE No 1664
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fes- GENERAL NOTES:
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A.) ALL CONFLICTING STRIPES AND MARKERS SHALL BE COMPLETELY REMOVED.
B.) PROVIDE ACCESS TO BUSINESSES PARKING LOTS AT ALL TIMES.
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�p4TH STREET NO. DESCRIPTION OF REVISION DATE
CITY OF RANCHO CUCAMONGA
T REDUCED TO ONE LANE _ DETOUR PLAN
W "°. 24053 FOURTH STREET
Exp. 12-31-01
LEGENDS: �. PAVEMENT REHAMITATION
� � cry ��
• DELINIATORS CA.
FROM D E TOATDA-TEFROM 323 FEET W/O OF SANtA AWA ST TO 2277 FEET E/0 SANTA AWA ST
`—�= FLASHING YELLOW BEACON
APPROVED BY: MY ENGINEER
^ �' 44141
24933
SIGN � � PLAN PREPARED BY: �
"� Cmr OF RANCHO Cu J A G
SPECIAL NOTICE SIGN 4 DIRECnON OF TRAVEL + ANC CIVIC CENTER DRIVE ow
RANCHO CUCAMONGA, CA 91730 -w�-
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BENCHMARK
160+50.02
10x40 104&4
104&.70 lawn
104&00 tows
10"m 1011.0 V
10...00 10"80 . •, �,,:
10"70 10"s t4
10"00 '0 W*4m �!
160+80
,04&40 war
104&70 tows
104&00 loam
10".80 1041.0
10"00 1044.0
,0"10 10"m
10"70 %*&"
10"00 -40 _m '0lo"m
k
MATCH DOSITNG IMPROVEMENTS h19 160+00
Mows MMLU
104&00 loam
1044.80 io"m
10"00
10".40 10"40
10"70— ,014m10"00
".
1000 10"m
-40 -70 0
h� 156+30
104&00 -- 1000
10"0010"80
10"00 10"m
10"40 10464
1064.70 - 1011m
10"00 - - 10"00
10..7.00 101&0
10.&00 10130
- 0
.�n11�59+00
0"40
, 1044 n
10"70 ,014»
10"00 10"m
104&00 ,0110
104&00 104&0
104&0 101&4
0
2.1158+80
10"40
10",p 10"70
10"00 10"00
104180 - 104&00
104&00 - 104&00
104&40 - 104&40
104&70
138+00
l0"70
10"00 10"00
,04&00 104&00
1017.00 -- 104&80
104&40 104140
104170 _._. 101170
104180 - 0 104180
l-J37+50
10"00 1011"
1"&o0 lo4&m
104&40 -- 10"40
101170101&70
,04&00 101&00
-70 0
kph 157+00
104&80 104&80
104&80 104&80
104&40 ,01140
106170 104170
104300 104100
1017.00 104280
104280
104280
�k 136+50
k�
1043.80104&80
ix
104&40 104140
104&70 104170
104&00 - 104180
1047.00 104200
104&80 Q 104280
101240 104240
104270 ,04170
-40 -70 0
136+00
,013.40 101140
104&70 -� ,01170
104&0010"00
,000
1017.00 104100
--- loado 104280
104.40 104240
104.70 0 104270
158+80
1043.70 �r. 104&70
104&00 �- 104&80
1gip ;� DESCRIPTION OF REVISION DATE
104.40 1047.40
104.70 104170
104&80 0 MIN
CITY OF RANCHO CUCAMONGA
��2 ,SS+Oo t0"� CROSS SECTIONS
110" FOURTH STREET
,047.0004Uo 104280
,04.40 104240
'°la" 1041W,0.7.80 PAVEMENT REHABILITATION
,04.00
104.00 1041.80
1011.00 ,On.m
FROM 323 FEET W/0 SANTA ANITA ST. TO 2277 FEET E/0 SANTA ANIITA
APPROVED BY: r DATE:
CITY ENGINEER �vy RCE: 24953
SCALE. DES-0 PLAN PREPARED BY: RECOMMENDED
H O R I Z. 1 "= 1 O' I CITY OF RANCHO CUCAMONGA
DRAW 10500 CIVIC CENTER DRIVE SHM
VERT. 1 "= 2' RANCHO CUCAMONGA, CA 91730
a oF s
CHECKED R.C.E. NO DRAWM NO.
WE FU NO 1664