HomeMy WebLinkAbout3002CITY OF RANCHO CUCAMONGA
GENERAL NOTES
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the
Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with
suppliments.
2. Public and private utilities and substructures shown hereon are from available records.
The contractor shall be responsible for protecting all utilities and substructures as
shown within the construction limits of this project and shall be responsible for any
damage as a result of the construction operations.
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RANCHO CUCAMONGA
PROJECT SITE
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3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following "5T. i
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two days to
utilities wo Ing prior cons ruc ion or regar Ing any pro ems.
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ARRGw ROUTE
Southern California Edison Co. (909) 357-6588
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Southern California Gas Co. (909) 335-7583
PER CITY STANDARD NO. 133.
Verizon Communication (909) 469-6340
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BLV.
Cucamonga County Water District (909) 987-2591
Metropolitan Water District (909) 217-6679
B ST
ATR 5 F R R
Charter Communications (909) 343-5165
PAINT 4" YELLOW CENTER LINE WITH TYPE "D" MARKERS PER CITY
4.
For inspection of this project, the Contractor shall Contact the Public Works Section
STANDARD NO. 133 AND THEN INSTALL CERAMIC BOTT DOTS
at 477-2740 Ext. 4057 two working days prior to the required date.
5.
A permit shall be obtained from the City of Rancho Cucamonga, prior to any
(S.A.E.)
construction or encroachment within any City of Rancho Cucamonga right-of-way.
6th STFFFT .
6.
The contractor shall notify the City of Rancho Cucamonga Police Department, The City
(D -PANT
OR REPAINT 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133
of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior
VARIABLE COLD PLANE
FROM 0' T 0.10' DEEP
to construction indicating any detour and/or road closures.
7.
Contractor shall have a "Class A" Contractor Licence.
8.
The contractor shall install "construction notificationsi n" seven days prior to construction
o,�0 ,
PAINT 8" SOLID WHITE PAINT WITH TYPE "G" MARKER PER CITY STD DWG NO. 133
on both ends of the project as directed by the city. ?see specification appendix for detail)
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" EXIST A.C. SURFACED
PAINT 4 SOLID WHITE EDGE LINE
EXISTING SURVEY MONUMENTATIONy
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All existing survey monuments that will be disturbed by this project shall be referenced
and
INSTALL COSTRUCTION NOTIFICATION SIGN, SEE SPECIFICATION APPENDIX
reset by the City's Surveyor in accordance with Section 8771 of the
California -�-�
Surveyors Act. Found monuments are shown on the plans and described as follows:
A.C. BER
FOR DETAIL (EXACT LOCATION SHALL BE APPROVED BY THE CITY INSPECTOR)
(FOUND)
A& FOUND 1" I.P. AT THE INTERSECTION OF BERYL AV. AND MIGNONETTE STREET
STRIPING GENERAL NOTES
1. All details and dimensions for traffic striping and markings and the installation thereof shall conform
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City
Standard pian no. 133, unless otherwise approved or directed by the City Engineer.
< BASE ISLE ROAD
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IMly SAM DERNARumo RD
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4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "G" MARKERS
'
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PER CITY STANDARD NO. 133.
9D+ ST
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BLV.
PER CITY STANDARD NO. 133.
B ST
ATR 5 F R R
w19TTRtJ1
PAINT 4" YELLOW CENTER LINE WITH TYPE "D" MARKERS PER CITY
7N 5AEET
STANDARD NO. 133 AND THEN INSTALL CERAMIC BOTT DOTS
Q-
PAINT WITH THERMO PLASTIC ALL MARKINGS, LEGEND, BAR, SYMBOL OR ARROW TYPE IV
(S.A.E.)
EO--RE-INSTALL
6th STFFFT .
_25#
(D -PANT
OR REPAINT 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133
VARIABLE COLD PLANE
FROM 0' T 0.10' DEEP
PROPOSED FINISHED
\FAw
SURFACE
lU 5TRELT
PAINT 8" SOLID WHITE PAINT WITH TYPE "G" MARKER PER CITY STD DWG NO. 133
0
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" EXIST A.C. SURFACED
PAINT 4 SOLID WHITE EDGE LINE
NOT TO SCALE
W'LY
3 4�
af01'6010 1-,*% 3.612 TO 3.841,
2
ROUTE CRACKS 1/4. OR LARGER -Y
AND FILL HOLES PRIOR TO OVERLAY
STA. 14+50+ -TO 15+60±
W'LY
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall
conform to the Standard Specifications for Public Works Construction and the following provisions. q
y bF
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted.
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING.
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation
of striping and markings.
D. All control points and spotting removed during sandblasting shall be replaced prior to installation of
striping and markings.
E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to
installation of new or replacement striping and markings.
F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type,
15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the
first, unless otherwise noted. a
g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry),
unless otherwise noted.
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping
and markings to the satisfaction of the City Engineer.
I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control
measures, in accordance with the city and state standards.
J. Temporary or construction striping and markings shall be in accordance with the city and state standards
and as directed by the City Engineer.
3. Street Name Signs shall be installed per City Standard Plan No. 401-A.
4. Traffic Signs shall be installed per City Standard Plan No. 401-B.
5. Use Themoplastic paint on all cross walks and pavement markings (Legends, Arrow, Symbols, etc.)
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'WTORA ST.
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AVE
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E'LY
0�1. A C. BERM
EX. A.C. BERN
E'LY
7'1,.
A.0 BERN y
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v vI O•
1.54X 10 2.17 1 3.22X TO 1.1"
D�
ROUTE CRACKS 1/4" OR LARGER
AND FILL HOLES PRIOR TO OVERLAY
STA. 12+00± TO 14+50±
RTS
W'LY It E'LY
SHEET INDEX
1 TITLE SHEET
2 PLANS
3 SIGNING, STRIPING AND PAVEMENT MARKINGS
CONSTRUCTION NOTES:
(— 6' VARIABLE COLD PLANE (0.12' TO 0') AND 0.12' ARHM OVERLAY
t— 6' VARIABLE COLD PLANE (0.04' TO 0') AND 0.12' ARHM OVERLAY
(2--)— 0.10' COLD PLANE AND PAVE WITH 0.10' LEVELING COURSE AND
0.12' SURFACE COURSE (SEE PAVING DEATAIL 1 ON SHT. 2)
a3 --- 0.12' A. R. H. M. OVERLAY
4o-- ADJUST MANHOLE TO GRADE
ADJUST WATER/GAS VALVES
6�--- 25' TRANSITION, VAR. COLD PLANE (0.12 TO 0') AND VAR. OVERLAY (.10' TO 0.15')
MATCH EXIST. GRADE (SEE TRANSITION DETAIL ON SHEET 1)
�— 6' VAR. COLD PLANE TRANSITION (0.12 TO 0' ON BOTH DIRECTION) TO MATCH EXIST GRADE
(�-- 6' VAR. COLD PLANE TRANSITION (0.12 TO 0.04±')
STRIPING NOTES:
OA -PAINT
4" DOUBLE YELLOW SOLID STRIPE WITH TYPE "G" MARKERS
PER CITY STANDARD NO. 133.
@-PANT
4" YELLOW CENTER LINE WITH TYPE "D" MARKERS
PER CITY STANDARD NO. 133.
QC --
PAINT 4" YELLOW CENTER LINE WITH TYPE "D" MARKERS PER CITY
STANDARD NO. 133 AND THEN INSTALL CERAMIC BOTT DOTS
Q-
PAINT WITH THERMO PLASTIC ALL MARKINGS, LEGEND, BAR, SYMBOL OR ARROW TYPE IV
(S.A.E.)
EO--RE-INSTALL
DETECTOR LOOPS
_25#
(D -PANT
OR REPAINT 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133
VARIABLE COLD PLANE
FROM 0' T 0.10' DEEP
PROPOSED FINISHED
SURFACE
G
PAINT 8" SOLID WHITE PAINT WITH TYPE "G" MARKER PER CITY STD DWG NO. 133
0
14�
QH -
" EXIST A.C. SURFACED
PAINT 4 SOLID WHITE EDGE LINE
,a
EXIST A.C. SURFACE
QI --
INSTALL COSTRUCTION NOTIFICATION SIGN, SEE SPECIFICATION APPENDIX
FOR DETAIL (EXACT LOCATION SHALL BE APPROVED BY THE CITY INSPECTOR)
W'LY
A.C. BERN
�tpy
ROUTE CRACKS 1/4' OR LARGER)
AND FILL HOLES PRIOR TO OVERLAY
STA. 10+20± TO 11+40±
STA. 20+20± TO 27+80±
STA. 30+40± TO 30+90±
Nn
3.643.64= 3.84X
ROUTE CRACKS 1/4' OR LARGER -J
AND FILL HOLES PRIOR TO OVERLAY
STA. 28+30± TO 30+30±
TS
W'LY
22' 2?'
..............� 3
! 4_140 -
1 3.64X T—�
ROUTE CRACKS 1/4' OR LARGER
AND FILL HOLES PRIOR TO OVERLAY
STA. 17+60± TO 20+20-±
NTS
E'LY
J
G�IE1
INWA
W'LY FLY
22' i
% -M 1.95% . 3.64% TO 384%
a
2
0.10' COLD PLANE AND 0.10' A.C. LEV. COURSE
ROUTE VISIBLE CRACKS AND FILL HOLES -
PRIOR TO OVERLAY (TYP.)
STA. 15+60± TO 17+60±
NTS
BERYL STREET - TYPICAL CROSS SECTIONS
-COLD PLANE SURFACE
REMOVE RESIDUAL AC LEFT BY COLD PIAN
OVERLAY JOIN .DETAIL
NTS
EXIST A.C. BERM
2
EXIST A.C. SURFACE
0.12' AR.H.11. ovERUY --
0.10' COLD PLANE AND
0.10F A NG CO. —
FES.?/pN
No. 24933
Exp. 12--31-07
010L �f
PAVING DETAIL "A"
V.1 DESCRIPTION OF REVISION DATE JAPAR"OVElk.
CITY OF RANCHO CUCAMONGA
TITLE SHEET
BERYL STREET
PAVEMENT REHABILITATION
(C I E L ITO ST. TO 19TH ST)
APPROVED BY: DATE: g5
CITY ENGINEER 9 RCE: 2 953
ov" PI AN PREPARED BY: RECOMMENDED
RD -1D
CITY OF RANCHO CUCAMONGA Q�__
DRAWN 10800 CIVIC CENTER DRIVE
RD -1 RANCHO CUCAMONGA, CA 91730 13
of
CHECKED RC.E. NO DRAWM NO.
CH O2
QATE FILE NO
CONSTRUCTION NOTES
(— 6' VARIABLE COLD PLANE (0.12' TO 0') AND 0.12' ARHM OVERLAY
�— 6' VARIABLE COLD PLANE (0.04' TO 0') AND 0.12' ARHM OVERLAY
2Q-- 0.10' COLD PLANE AND PAVE WITH 0.10' LEVELING COURSE AND
0.12' SURFACE COURSE (SEE PAVING DETAIL "A" ON SHT. 1)
3�-- 0.12' A.R.H.M. OVERLAY
ADJUST MANHOLE TO GRADE
O5 — ADJUST WATER/GAS VALVES
�-- 23' TRANSITION, VAR. COLD PLANE (0.12 TO 0') AND VAR. OVERLAY (.10' TO 0.15')
MATCH EXIST. GRADE (SEE TRANSITION DETAIL ON SHEET 1)
��--- 6' VAR. COLD PLANE TRANSITION (0.12 TO 0' ON BOTH DIRECTION) TO MATCH EXIST GRADE
( -- 6' VAR. COLD PLANE TRANSITION (0.12 TO 0.04±')
LEGEND:
0.12' A.R.H.M OVERLAY.
PR R TOUTO'VERUY.) S 1/4' ANO LARGER AND FILL POT HOLES
6' VARIABLE COLD PLANE (0.12' TO 0') AND
0.12' A.R.H.M. OVERLAY
6' COLD PLANE (0.12' ± TO 0.04') AND 0.12'
(SEE SECTION "A" PAVING DETAIL ON SHT. 1)
A.R.H.M. OVERLAY
0.10' COLD PLANE AND 0.10' A.C. LEVELING COURSE
AND 0.12' A.R.H.M. SURFACE COURSE
(SEE SECTION "A" PAVING DETAIL ON SHT. 1)
Q�pOF�-E- 3-3/ON\
No. 24933
Exp. 12-31-07
civic- i
\ cm,
Underground
Service Alert
Calk TOL. FREE
1-800-422-4133
TWO WORIMI DAYS BEFORE YOU W
SCALE. 1 " = 40'
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17+Oa
ta..!.
�3 A. C.
EX. AC SURF.lS+16f0014+00
»
A.C. FILL (VARIES 0.13'-.25')
-� FEATHER TO CL UNE(SEE PLAN)
FIELD ADJUST AS NECESSARY
u , , -_�
-
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-_ EX. A.0 BEAM `.
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1 - - - -- - -
�_ EX. A.C.
,w $ EX. S)W Pi
�
7 10�
20 mom
11
20'
11
CONSTRUCTION NOTES
(-- 6' VARIABLE COLD PLANE (0.12' TO 0') AND 0.12' ARHM OVERLAY
�- 6' VARIABLE COLD PLANE (0.04' TO 0') AND 0.12' ARHM OVERLAY
(D--- 0.10' COLD PLANE AND PAVE WITH 0.10' LEVELING COURSE AND
0.12' SURFACE COURSE (SEE PAVING DETAIL "A" ON SHT. 1)
�- 0.12' A.R.H.M. OVERLAY
��-- ADJUST MANHOLE TO GRADE
O5 --- ADJUST WATER/GAS VALVES
®-- 25' TRANSITION, VAR. COLD PLANE (0.12 TO 0') AND VAR. OVERLAY (.10' TO 0.15')
MATCH EXIST. GRADE (SEE TRANSITION DETAIL ON SHEET 1)
-- 6' VAR. COLD PLANE TRANSITION (0.12 TO 0' ON BOTH DIRECTION) TO MATCH EXIST GRADE
- 6' VAR. COLD PLANE TRANSITION (0.12 TO 0.04±8)
7�-- REMOVE AND RE -INSTALL NEW 8" A.C. BERM PER CITY STD. DWG. NO. 104 (D1-8)
�8 --- REMOVE A.C. PAVEMENT AND EX. A.C. BERM AND REPLACE WITH 4" C.A.B. OVER 3"A.C.
AND 0.12' A.R.H.M. OVERLAY CAP (SEE SECTION "B" HEREIN
i
PAVE WITH VAR. THICKNESS (0.13'± TO 0.25'±) OF A.C. OVER 0.12' A.R.H.M. OVERLAY
(SEE SECTION "B" HEREIN
�-- RELOCATE SIGN
1�-- 20' PAVING TRANSITION (SEE SECTION 'C")
LEGEND;
0.12' A.R.H.M OVERLAY.
PRIOR TO dI E CRACKS
A C S 1/4 AND LARGER AND FILL POT HOLES
6' VARIABLE COLD PLANE (0.12' TO 0') AND
0.12 A.R.H.M. OVERLAY
7 6' COLD PLANE (0.12' ± TO 0.04') AND 0.12' A.R.H.M. OVERLAY
(SEE SECTION A"PAVING DETAIL ON SHT. 1)
0.10' COLD PLANE AND 0.10' A.C. LEVELING COURSE
AND 0.12' A.R.H.M. SURFACE COURSE
(SEE SECTION "A" PAVING DETAIL ON SHT. 1)
SECTION 'B'
a
0.12' A. R. H. M. 0VERLA Y
1.027a 1.557-2.51 7
EX. AC SURF.
VAR. THICKNESS A.C. (0.13'± TO 0.25'±) AT THE END OF THE NEW PAVEMENT
`•`� AND FEATHER JOIN AT THE C.L. AND 0.12' A.R.H.M. OVERLAY (SEE DETAIL 'B")
20' TRANSITION, VAR. A.C. PAVING AT E.P. (0.13' ± TO 0'), FEATHER JOIN
AT THE C.L. AND OVERLAY WITH 0.12' A.R.H.M. (SEE SECTION "C")
REMOVE PAVEMENT (INC. EX. BERM) AND REPLACE WITH 4" CAB OVER
OVER 3" A.C. BASE COUSE AND 0.12' A.R.HM. OVERLAY (SEE SECTION 'B")
i'QROf ESSIN,
X,
No. 24953
Exp. 12-31-07
SECTION 'C'
Underground
Service Alert
Cak roll. nu
1-800-422-4133
TMp WM W4 DAYS BEFORE YOU 014
F -
i
A.C. FILL (VARIES 0.13'-.25)
FEA THER TO CL LINE(SEE PLAN)
FIELD ADJUST AS NECESSARY
------ ----
---------- ___
-----
+- ----
---- -----`-------------------- ---
rn
Li I
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5
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r
�
1
i
PAVE WITH VAR. THICKNESS (0.13'± TO 0.25'±) OF A.C. OVER 0.12' A.R.H.M. OVERLAY
(SEE SECTION "B" HEREIN
�-- RELOCATE SIGN
1�-- 20' PAVING TRANSITION (SEE SECTION 'C")
LEGEND;
0.12' A.R.H.M OVERLAY.
PRIOR TO dI E CRACKS
A C S 1/4 AND LARGER AND FILL POT HOLES
6' VARIABLE COLD PLANE (0.12' TO 0') AND
0.12 A.R.H.M. OVERLAY
7 6' COLD PLANE (0.12' ± TO 0.04') AND 0.12' A.R.H.M. OVERLAY
(SEE SECTION A"PAVING DETAIL ON SHT. 1)
0.10' COLD PLANE AND 0.10' A.C. LEVELING COURSE
AND 0.12' A.R.H.M. SURFACE COURSE
(SEE SECTION "A" PAVING DETAIL ON SHT. 1)
SECTION 'B'
a
0.12' A. R. H. M. 0VERLA Y
1.027a 1.557-2.51 7
EX. AC SURF.
VAR. THICKNESS A.C. (0.13'± TO 0.25'±) AT THE END OF THE NEW PAVEMENT
`•`� AND FEATHER JOIN AT THE C.L. AND 0.12' A.R.H.M. OVERLAY (SEE DETAIL 'B")
20' TRANSITION, VAR. A.C. PAVING AT E.P. (0.13' ± TO 0'), FEATHER JOIN
AT THE C.L. AND OVERLAY WITH 0.12' A.R.H.M. (SEE SECTION "C")
REMOVE PAVEMENT (INC. EX. BERM) AND REPLACE WITH 4" CAB OVER
OVER 3" A.C. BASE COUSE AND 0.12' A.R.HM. OVERLAY (SEE SECTION 'B")
i'QROf ESSIN,
X,
No. 24953
Exp. 12-31-07
SECTION 'C'
Underground
Service Alert
Cak roll. nu
1-800-422-4133
TMp WM W4 DAYS BEFORE YOU 014
F -
i
A.C. FILL (VARIES 0.13'-.25)
FEA THER TO CL LINE(SEE PLAN)
FIELD ADJUST AS NECESSARY