HomeMy WebLinkAbout2318CITY OF RANCHO CUCAMONGA
BENCHMARK: NO.: 10024
DESCRIPTION:
FOUND 2" BRASS DISK IN TOP OF WEST SIDE OF FLOOD CONTROL DIST. STAMPED
'SBCO" BM 700 -32 NORTHWEST COR, OF 8TH ST. AND HELLMAN AVE. 18' WEST
OF CENTERLINE OF HELLMAN AVE. AND 26' NORTH OF CENTERLINE OF 8TH ST.
ELEV. 1096.248
8TH STREET PAVEMENT REHABILITATION
CONSTRUCTION
0-25'VARIABLE NOTES:
1 25' VARIABLE COLD PLANE FROM 0' TO 0.12' AND 0.12' OVERLAY
j
PER JOINT DETAIL ON SHT.1 (NOTE: AFTER COLD PLANE, ROUTE AND
FROM 1300' EAST OF HELLMAN AVENUE TO 200'W/0 HERMOSA AVENUE
CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
,A 6' VARIABLE COLD PLANE FROM 0' TO 0.12' AND 0.12' OVERLAY
(NOTE: CRACK SEAL VISIBLE J" OR LARGER CRACKS AFTER COLD
PLANE)
GENERAL NOTES
RANCHO CUCAMONGA
o- 0.12' ARHM OVERLAY.
1
All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public
a— SKIN PATCH HEAVY ALUGATORED SURFACE (SHOWN ON PLAN) PER DETAIL
Works Construction, (Green Book), 2012 Edition.
- _ - _� — — = ice- -
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ON SHEET 3. (NOTE: SKIN PATCH SHOWN ON PLAN ARE APPROXIMATE
LOCATION ONLY, PRIOR TO SKIN PATCH FIELD LOCATE EXACT LOCATION OF
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
the
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SEVERE ALUG. CRACKS AND AS APPROVED BY THE CITY'S INSPECTOR)
3a— REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
be responsible for any damage as a result of construction operations.
SR „ CHDRCH ST. alb
SEE STRIPING PLAN ON SHEET 4 & 5.
3•
The Contractor shall notify Underground Service Alert 1- 800 - 422 -4133 and the following utilities two working days prior
to construction or regarding an problems.
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O4 -- ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS
AND OTHER APPURTENANCE.)
HILL SANBERNARDI RD ¢IE zl
= (FOOTHILL BLVD. W�
60-- PROTECT IN PLACE.
Southern California Edison Co. 909 357 -6581
( ) _I
( )
CDistrict
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GRADE AND FILL EDGE OF PAVEMENT WITH GROUNDED MATERIAL FROM
COLD MILL AND COMPACT TO A MIN. 90% (SEE TYP. SECTION ON SHT. -1)
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Cucamonga 483-7313
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SIGNING &STRIPING NOTES
Charter Communication (909) 392 -5137
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l��th a ��1�i BLVD.
Q_ INSTALL THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.)
Metropolitan Water District (213) 217 -7807
ST. .JERSEY
(
—� -
" PAINT 4 SKIP WHITE LANE LINE AND INSTALL CERAMIC BOTT DOTS WITH
Note: Notify Steve Bradley of WSOG ® (909)392 -6137, at least two working
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TYPE "G" MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133.
days prior to starting any work in the Vicinity of MWD facilities.
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3O— PAINT 12" SOLID WHITE STRIPE, THERMOPLASTIC. PER PLAN
4.
The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire'
7th STREET -'
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"
`C Y PAINT 24 SOLID WHITE STRIPE, THERMOPLASTIC. PER PLAN
Department and any affected school district, 72 hours prior to construction indicating any detour and /or road closures.
6th `iI STREET
PROJECT -_ ° ! _ ��_�I
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O4 -PAINT 4' SOLID WHITE STRIPE.
5.
For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477 -2740, Monday -
) it
5Q— INSTALL HYDRANT MARKERS PER CITY STD. N0. 134.
Thursday, and at least two working days prior to the construction start date.
_
LOCATION i I I (I W
HEEL
6.
A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within any
4th STREET 1 III
PAINT 8" WHITE SOLID STRIPE WITH TYPE "G" MARKERS PER CITY
City of Rancho Cucamonga easement or rights -of -way.
F_
STANDARD NO. 133.
7.
During the construction operations at least one 12' lane in each direction shall be provided for each direction of travel
CUCAHONGA ONTARIO
�GAUSTI PARK ® 7 -70 FREE VAY
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7Q— INSTALL NEW LOOPS DETECTOR.
(see detail SHT 5)
on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed.
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8.
The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole
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rVICINITY YAP
Q- PAINT 4" DOUBLE SOLID YELLOW STRIPE WITH TYPE "G" MARKERS PER CITY
responsibility for the re air re lacement, at no cost to the City, for an damage to said underground utilities, pipes and
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Nor is �E
STANDARD N0. 133.
structures.
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9Q- PAINT 4" DOUBLE YELLOW STRIPE WITH TYPE "G" MARKERS PER CITY
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Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work.
STANDARD NO. 133.
All discrepancies shall be reported for direction immediately to the City.
QO - RE -PAINT EXISTING LEGEND & STOP BAR.
10, On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess any and all
STANDARD NO. 133.
contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work
11 RE -PAINT EXISTING PARKING STRIPING (W =9', L =18')
to be performed under this contract; Including but not limited to a Class "A" License (General Engineering Contractor) or
a Specialty Class "C -12" license (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by
1Q— INSTALL NEW SIGN AND POST PER STD. NO. 401 -8 (SEE PLAN)
the Prime Contractor in accordance with the provisions of the Contractors License Law (California Business and
VAR. 23' TO 44' SEE PLAN
* IF R2 (45) SIGN AND POST EXISTING
Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto.
VAR. SEE PLAN
REPAINT 45 MPH LEGEND
LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC.
EXISTING SURVEY MONUMENTATION
VAR. SEE PLAN' VAR. SEE PLAN
All existing survey monuments that will be disturbed by this project shall be referenced and
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25' TRANSITION
VARIABLE COLD PLANE 2
reset by e Construction Surveyor
Itheaplansd tfollow8771 of the California
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FROM 0' ;0 0.12' DEEP �
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Surveyors Act Found shown on as
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(FOUND)
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'��� o� Q�o�� PROPOSED FINISHED
1❑- FOUND 1" I.P. AT THE INTERSECTION OF COTTAGE ST AND 8TH STREET
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SURFACE
SURFACE
v o SEE � �
7 - -
6' FILL TYP. �� w
DIRT SHOULDER OR AC
BERM (TYP.
TO THE
SO SIDE IF
EXIST., SEE
LAN
Apr
EX. ELLIGATOR CRACKS
ROUTE AND CRACK SEAL VISIBLE CRACKS TO BE SKIN PATCH SEE E.P. (DIRT, A.C. OR
COLD PLANE SURFACE
1/4" OR LARGER PRIOR TO OVERLAY (TYP.) DETAIL BELOW C&G, SEE PLAN)
AFTER COLD PLANE (FOR CRACKS 1.50" & WIDER PROPOSED 0.12' 2
REMOVE RESIDUAL AC LEFT BY COLD PLAN
SEE CRACK SEAL DETAIL). ARHM OVERLAY
**
OPERATION TO PROVIDE FULL DEPTH BUTT
STRIPING GENERAL NOTES
EXIST. ALLIG. CRACKS
2A
JOIN FOR OVERLAY.
1.
- _
All details and dimensions for traffic striping and markings and the Installation thereof shall conform
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TYPICAL CROSS SECTION Wo C
OVERLAY JOIN DETAIL
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City
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Standard plan no. 133, unless otherwise approved or directed by the City Engineer. 0.12' ARHM
OVERLAY NTS 3l0 Flo
NTS
2.
Procedures for painting of striping and pavement markings and installation of pavements markers shall
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conform to the Standard Specifications for Public Works Construction and the following provisions.
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted.
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B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING.
ROUTE 1.50" MIN., SPRAY
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation
of striping and markings.
WITH TACK COAT, FILL WITH °o�C�O
A.C. AND COMPACT EXIST. A.C. PAVEMENT Q O �oo�oO����o�j�Uoo ��
°OC
SKIN PATCH
D. All control points and spotting removed during sandblasting shall be replaced prior to installation of
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THICKNESS: VARIES �� X00 nn)000noo onCQO° (0.12'
Q EXIST. A.C. PAVEMENT OVERLAY)
COLD PLANE AND 0.12 A.C.
striping and markings.
THICKNESS: VARIES
E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to
EX.
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Installation of new or replacement striping and markings.
att
DESCRIPTION OF REVISION DATE APPROVED:
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
CITY OF RANCHO CUCAMONGA
first, unless otherwise noted.
SKIN PATCH DETAIL
g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry),
CRACK SEAL DETAIL
TITLE SHEET
unless otherwise noted.
**NOTE:GRIND HEAVY ALLIGATORED SURFACE TO 0.12' (1.50 "), APPLY TACK
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping
1,50" AND WIDER �"S COAT AND OVERLAY WITH 0.12' TING G LEVELING COURSE (D2 -PG 64 -10) AND
COMPACT (NOTE: MAINTAIN EXISTING GRADE)
M STREET PAVEMENT REHMMAM
and markings to the satisfaction of the City Engineer.
DEEP ROUTE CRACK TO 1.50" DEEP MIN.
/aN'l
FROM 1300' EAST OF HELLMAN AVE TO
I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control
Oe�OFESE
measures, in accordance with the city and state standards.
� ,- PRESSURE BLOW (REMOVE LOOSE A.C., GRAVEL AND DIRT)
& Fyn
200' W 0 HERMOSA AVE
J. Temporary or construction striping and markings shall be in accordance with the city and state standards
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APPROVED BY: DATE: V Y
and as directed by the City Engineer.
cO -SPRAY TACK COAT INSIDE PERIMETER OF CRACK.
No. 53672
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CITY ENGINEER RCE: 53672
3.
Street Name Signs shall be installed per City Standard Plan No. 401 -A.
dQ -FILL CRACK WITH A.C. GRADE D2 -PG 64 -10 OR APPROVED EQUAL.
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4.
Traffic Signs shall be installed per City Standard Plan No. 401 -B.
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\'F OF
RD -1 CITY OF RANCHO CUCAMONGA
NOTE:
LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC.
- COMPACT CRACK FILLING MATERIALS TO MATCH EXIST SURFACE (ELIMINATE HUMP IN ORDER TO
(D-COMPACT CRACK
CA1%0*
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ACHIEVE NON BUMPY AND SMOOTHER RIDE)
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NOTE: WEED KILL SOLUTION SHALL BE APPLIED 14 DAYS BEFORE CRACK SEAL
CHECKED DRAWING No.
RD2 2318
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NO.: 2153579
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NO.: 1794770E
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NO.: 4425130
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NO.: 1669097E
LEGEND:
012' ARHM OVERLAY.
w SKIN PATCH (SEE DETAIL ON SHTA )
®VAR. COLD PLANE (0.12' -0') AND .012' ARHM
OVERLAY.
DAYLIGHT
COHC DWY.
EXIST
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8'X30'
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7 DAYLIGHT `O
PP
NO.: H30300k EXIST
A.C. BERM
SMH
CONC DWY.
6' TYP.
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7 COLL
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CONC
DWY
RAILROAD R/W
TYPE. 4 rrPe sroP
BELMONT ST
DAYLIGHT
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7 DIRT DWY
STREET
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NO.: H9657 '�
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STREET
CONSTRUCTION NOTES:
�— 25' VARIABLE COLD PLANE FROM 0' TO 0.12' AND 0.12' OVERLAY
PER JOINT DETAIL ON SHT.1 (NOTE: AFTER COLD PLANE, ROUTE AND
CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
8- 6' VARIABLE COLD PLANE FROM 0' TO 0.12' AND 0.12' OVERLAY
(NOTE: CRACK SEAL VISIBLE J" OR LARGER CRACKS AFTER COLD
PLANE)
0.12' ARHM OVERLAY.
O— SKIN PATCH HEAVY ALLIGATORED SURFACE (SHOWN ON PLAN) PER DETAIL
ON SHEET 3. (NOTE: SKIN PATCH SHOWN ON PLAN ARE APPROXIMATE
LOCATION ONLY, PRIOR TO SKIN PATCH FIELD LOCATE EXACT LOCATION OF
SEVERE AWG. CRACKS AND AS APPROVED BY THE CITY'S INSPECTOR)
�-- REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
SEE STRIPING PLAN ON SHEET 4 & 5.
�— ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS
AND OTHER APPURTENANCE.)
a— PROTECT IN PLACE.
�— GRADE AND FILL EDGE OF PAVEMENT WITH GROUNDED MATERIAL FROM
COLD MILL AND COMPACT TO A MIN. 90% (SEE TYP. SECTION ON SHT. -1)
FESSIO
STEO�C
� No. 53872 m
� Exp. 06 -30 -13
7 6'�ILL
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DAYLIGHT
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CONSTRUCTION NOTES:
1a— 25' VARIABLE COLD PLANE FROM 0' TO 0.12' AND 0.12' OVERLAY
PER JOINT DETAIL ON SHT.1 (NOTE: AFTER COLD PLANE, ROUTE AND
CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
1A 6' VARIABLE COLD PLANE FROM 0' TO 0.12' AND 0.12' OVERLAY
(NOTE: CRACK SEAL VISIBLE }" OR LARGER CRACKS AFTER COLD
PLANE)
2a-- 0.12' ARHM OVERLAY.
SKIN PATCH HEAVY ALIJGATORED SURFACE (SHOWN ON PLAN) PER DETAIL
ON SHEET 3. (NOTE: SKIN PATCH SHOWN ON PLAN ARE APPROXIMATE
LOCATION ONLY, PRIOR TO SKIN PATCH FIELD LOCATE EXACT LOCATION OF
SEVERE ALLIG. CRACKS AND AS APPROVED BY THE CITY'S INSPECTOR)
3o-- REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
SEE STRIPING PLAN ON SHEET 4 & 5.
Q4 — ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS
AND OTHER APPURTENANCE.)
O— PROTECT IN PLACE.
a— GRADE AND FlLL EDGE OF PAVEMENT WITH CLASSIFIED SELECTED MATERIALS
AND COMPACT TO A MIN. 90% (SEE TYP. SECTION ON SHT. -1)
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� No. 53672 �
Exp. 06 -30 -13
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