HomeMy WebLinkAbout1972 STREET IMPROVEMENT CONSTRUCTION NOTES:
CITY OF RANCHO CUCAMONGA (D-- CONSTRUCT P.C.C. CURB AND GUTTER, A2-8, PER CITY OF RANCHO
CUCAMONGA STANDARD DRAWING NO. 104.
HERMOSA AVENUE - STREET WIDENING AND PAVEMENT REHABILITATION CONSTRUCT 4" THICK CONCRETE SIDEWALK.
` CONSTRUCT 4" THICK D.G. SIDEWALK.
FROM HIGHLAND AVENUE TO BANYAN STREET 3 SAWCUT AND CONSTRUCT 6-INCH THICK PCC DRIVEWAY APPROACH
MODIFY TO JOIN EXISTING.
RANCHOCUCAMONGA CONSTRUCT A.C. PAVEMENT, SEE SECTION "A" HEREON, PAVEMENT DETAIL
ROJECT SITE SAWCUT EXISTING AC PAVEMENT AND CONSTRUCT 4-INCH AC PAVEMENT
SHEET INDEX OVER VARIABLE THICKNESS OF AGGREGATE BASE, 6-INCH TO 12 MAX.
l TO ALL THE SUMP PORTIONS OF THE SECTION.
j SECTION SHEET N0. DESCRIPTION 5�-- SAWCUT AND REMOVE EXISTING AC PAVEMENT.
GENERAL NOTES JIB HILLSIME I R ! ,'• I
iLso AVE j 24TH sT F 1 TITLE SHEET 6�-- CONSTRUCT RETAINING CURB, VARIES HEIGHT TO MATCH EXISTING GRADE.
1 . All work shall conform to the City of Rancho Cucamonga Standard Drawings and the rr
Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with ji BAS a. a Q r�Q UMMrr A � a STREET WIDENING PLAN �— REMOVE AND INSTALL NEW WOOD FENCE TO MATCH EXISTING IN KIND OR
\� MO �❑ AV > Q i 2 FROM STA. 05+17.14 TO STA. 09+32.35 RE-USE EXISTING IF POSSIBLE, PAINT SEE APPENDIX.
2004 suppliments. r Q rHIGHLAN vE .1 = a_ (RELOCATE TO NEW RIGHT-OF-WAY).
EIn� 30 W W
19TH ST 30 Z J W LLJI- Ir PAVEMENT REHABKJTATION a— REMOVE EXISTING TREE INCLUDING ROOTS STUMP AND BUSHES
2. Public and private utilities and substructures shown hereon are from available records. J m z w �' 3 FROM HIGHLAND AVE. TO BANYAN ST. ,
The contractor shall be responsible for protecting all utilities and substructures as �. _ VICTORIA n
W N X o AND REPLACE DAMAGED IRRIGATION IN KIND.
shown within the construction limits of this project and shall be responsible for any E � a 4 STRIPING PLAN
a W < a FROM HIGHLAND AVE. TO BANYAN ST. �— RELOCATE EXISTING PALM TREE.
damage as a result of the construction operations. :� ' 11:1 -1
[HUQQS ��
9�- RELOCATE EXISTING POWER POLE ( BY EDISON ).
3. The contractor shall notify Underground Service Alert 1 -800-422-4133 and the following m ® ooh
F ' ILL BLV a Q Q Q 10 REMOVE EXISTING CONCRETE CURB, DRIVEWAYS AND ROCKS.
utilities two working days prior to construction or regarding any problems. ss
Southern California Edison Co. (909) 357-6585 > �OO 105 C C CEN DR. ,
Row 11 VARIABLE COLD PLANE FROM 0 TO 0.12 DEEP.
Southern California Gas Co. (909) 335-7847 0 W (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE
> o o Z W
Q o > Q BNSF RR CRACKS 1 4" OR LARGER PRIOR TO OVERLAY
Verizon Communication (800) 469-6340 / }
Cucamonga Valley Water District (909) 987-2591 W
Charter Communication 909 343-5171 6TH ST a 12 CRACK
OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND
( ) SEAL /4 OR LARGER PRIOR TO OVERLAY)
San Gabriel Valley Municipal Water (626) 969-7911 ._..
13 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
Sprint (909) 873-8022 SEE STRIPING PLAN ON SHEET NO.4.
4. For inspection of this project, the Contractor shall Contact the Public Works Section
at 477-2740 Ext. 4057 two working days prior to the required date. RAW NOT TO s� ST � R W 14 ADJUST TO GRADE (MANHOLES, WATER VALVES, GAS VALVES
44.00' 25.00'
AND OTHER APPURTENANCE.)
5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any 12.00' 32.00' 18.00' 6.50' 15 JOIN EXISTING (SEE JOIN DETAIL HEREON).
construction or encroachment within any City of Rancho Cucamonga right-of-way. I 16 SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE
6' o� I �'
6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City I o��. COLD PLANE Vol I I S''yh AS SHOWN ON SECTION "A" (LOCATION PER INSPECTOR APPROVAL).
of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior o » 5
VARIABLE COLD PLANE
_? 5
to construction indicatingan detour and/or road closures. �' ° I -y
" 'Q'-4 EXISTING A.C. PAVEMENT { /EXIST. GROUND FROM 0 TO 0.12 DEEP ��
" yFINISHED
7. Contractor shall have a Class A Contractor Licence. t Vii_ WX J SURFACE
7 ` NNW
EXISTING SURVEY MONUMENTATION 1• 7 - o Q 80X K - -- - t - oo
All existing survey monuments that will be disturbed by this project shall be referenced and ---- °°< °
reset by the City Construction Surveyor in accordance with Section 8771 of the California �; — _ 80
0
EXIST A.C. SURFACE 3� ' GPQ`� o '`,
Surveyors Act. Found monuments are shown on the plans, sheet no.9 and described as follows: ' o°°° _ — '— °°c 6 VARIES HEIGHT �M
(NOTHING FOUND) EXISTING CURB AND GUTTER PROPOSED A.C. PAVEMENT o•
AND SIDEWALK A.R.H.M. AND BASE, SEE 1 2
COLD PANE SURFACE SECTION 'A' HEREON.
0
HERMOSA AVENUE— TYPICAL CROSS SECTION (WIDENING) °
TD °
0"
FROM STA. 5+ 17. 14 TO 9+ 32. 35 NTS COLD PANE SURFACE
R W ST.� R W REMOVE RESIDUAL AC LEFT BY COLD PLAN
44.00' 44.00, OPERATION TO PROVIDE FULL DEPTH BUTT
JOIN FOR OVERLAY.
1200' 32.DO' 3200' 1 Z.00' SECTION "B"'t
STRIPING GENERAL NOTES
• 6' 12 � 'o°- 6' JOIN DETAIL NTS
1 . All details and dimensions for traffic striping and markings and the installation thereof shall conform I o, , 12 •�,
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City I q �q�, 11 y o 11 J
Standard plan no. 133, unless otherwise approved or directed by the City Engineer. o Y0 PROPOSED FINISHED
SURFACE 0.12' ARHM OVERLAY
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall o•
conform to the Standard Specifications for Public Works Construction and the following provisions. 1,5 TO 1.7 TO 2 0 0.56
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. -
O0°°°�°O°° -
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. °oo°` °°° �0o °°o o0 �0.O000
000 0000b o°o° ,o°or 000t,° o �o° o o , 00
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation AFTER COLD PANE, CRACK SEAL °^° .
of striping and markings. " " " pFEss�
EXISTING CURB AND GUTTER V CRACKS ,/4 OR LARGER COLD PANE SURFACE SECTION A NTS o �"��
D. All control points and spotting removed during sandblasting shall be replaced prior to installation of PRIOR TO OVERLAY (TYP). PAVEMENT DETAIL \
P P 9 9 9 P P AND COLD PLANE SURFACE HERMOSA AVENUE — TYPICAL CROSS SECTION (OVERLAY
striping and markings.
No. 24953
E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to FROM HIGHLAND AVENUE TO STA. O5+ 17. 14 AND NTS W
installation of new or replacement striping and markings. UA d Sal"N�� Alert * Exp. ,2-3,-05
50 00 TO 26+ 27CIVIL20+ 80. . �
FORE
F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, FROM STA. v0E 'oL �� VI\F
15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the o Call: TOLL FREE OF
first, unless otherwise noted. R W ST.� R/W
44.00' 44.00' 1-800
g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry) 1200' 24.00' 40.00' 12.00' CITY OF RANCHO CUCAMONGA
unless otherwise noted. 422-41
o CONSTRUCT 4-INCH A.C. PAVEMENT OVER
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping 6' 12 `moI VARIABLE THICKNESS OF AGG. BASE TWO WORKING DAYS BEFORE YOU DIG TITLE SHEET
and markings to the satisfaction of the City Engineer. I 0 012 O o 6 TO 12 MAX.� I HERMOSA AVENUE
I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control o "to,g �
measures, in accordance with the city and state standards. �' q ti d ��o I o�ti 12 5TFM WMDM AND PAVEMENT REHABL11TATION
J. Temporary or construction striping and markings shall be in accordance with the city and state standards 4A FROM HIGHLAND AVENUE TO BANYAN STREET
and as directed by the City Engineer. 1.5 TO 2•
APPROVED BY: DATFi.E��
,_ CITY ENGINEER RCE: 24953
-- o °°°� ° c o°c
REGRADE EXISTING AN6� `° octr j PLAN PREPARED BY: RUDOMMENDED
°o0 SAWCUT FlLL SUMP PORTIONS WITH °°°° °o Q RD2 CITY OF RANCHO CUCAMONGA
AGG. BASE AND COMPACT
10500 CIVIC CENTER DRIVE
EXISTING CURB AND GUT'T'ER H E R M O S A AVENUE TO 957~TTYPICAL C O °R^� RANCHO CUCAMONGA, CA 9 41730
AND SIDEWALKROSS SECTION RD2 OF
COLD PLANE SURFACE FROM STA. 14+ 37. 50 TO 20+ 80. 00 NTS N0. DESCRIPTION OF REVISION DATE a IML M024953 WAWM No.
H DATE ME No 1972
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DRIVEWAY DETAIL
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HIGHLAND AVENUE
STREET IMPROVEMENT CONSTRUCTION NOTES:
CONSTRUCT P.C.C. CURB AND GUTTER, A2-8, PER CITY OF RANCHO f 0.5' 6# a5v
ST. GRADE
CUCAMONGA STANDARD DRAWING NO. 104. REMOVE ST. CURB---,,,,,,.
CONSTRUCT 4' THICK CONCRETE SIDEWALK.
a— CONSTRUCT 4' THICK D.G. SIDEWALK. 0.33' AC OVER >\
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0.50' AGG. BASE DESCRIPTION OF REVISION DATE wpRavm
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SAWCUT AND CONSTRUCT 6-INCH THICK PCC DRIVEWAY APPROACH, 1.50%-2.8%0-
MODIFY TO JOIN EXISTING. NEW RETAINING CUR13
VARIES HEIGHT CITY OF RANCHO CUCAMONGA
—EXIST. TREE TO BE
CONSTRUCT A.C. PAVEMENT, SEE SECTION W HEREON, PAVEMENT DETAIL FROM 0' - 1.5'
EXIST. ROCK PROTECTED IN PLACE. 40 CONCRETE SIDEWALK TO MATCH EXIST. PLAN AND PROFILE
SAWCUT AND REMOVE EXISTING AC PAVEMENT. REMOVE EXIST. CURB NEW RELOCATED WOOD FENCE GRADE.
TO MATCH EXISTING \_a. CURB AND GUTTER HERMOSA AVENUE
NEW ASPHALT CONSTRUCT RETAINING CURB, VARIES HEIGHT TO MATCH EXISTING GRADE. STREET WIDENING
REMOVE AND INSTALL NEW WOOD FENCE TO MATCH EXISTING IN KIND OR N.T.S. FROM STA. 5+17.14 TO STA. 9+32.35
RE-USE EXISTING IF POSSIBLE, PAINT SEE APPENDIX. PROPOSED D.G. SIDEWALK
(RELOCATE TO NEW RIGHT-OF-WAY). RE-GRADE EXIST. DIRT LEGEND: APPROVED BY: DATE:
CITY ENGINEER
REMOVE EXISTING TREE, INCLUDING ROOTS, STUMP AND BUSHES. CONSTRUCT A.C. PAVEMENT, AND 0.12' ARHM OVERLAY, RCE: 24953
AND REPLACE DAMAGED IRRIGATION IN KIND. 8" CONCRETE CURB AND GUTTER (SEE SECTION "Am PAVEMENT REPLACEMENT DETAIL) DESlIGN PLAN PREPARED BY:' RE MENDED
RD2 CITY OF RANCHO CUCAMONGA Gs)
RELOCATE
RELOCATE EXISTING PALM TREE. slEclrloF4 x - x 10500 CIVIC CENTER DRIVE
DRAWN SHEET
_LL
143
SAV
EXISTING TREE RANCHO CUCAMONGA, CA 91730
N.T.S.
RELOCATE EXISTING POWER POLE BY EDISON RD2 -2 OF 4
REMOVE EXISTING CONCRETE CURB, DRIVEWAYS AND ROCKS. CHECKED R.C.E. NO MAIMING NO.
CH DATE FIE NO 1972
BRISTOL DRIVE
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LEMON AVENUE BANYAN STREET
ERMOSA AVENUE
STREET IMPROVEMENT CONSTRUCTION NOTES:
LEGEND:
Sam EXISTING AC PAVEMENT AND CONSTRUCT 4-INCH AC PAVEMENT 0'-0.12' COLD PLANE AND 0.12' ARHM OVERLAY
OVER VARIABLE THICKNESS OF AGGREGATE BASE, 6-INCH TO 12 MAX
TO FILL THE SUMP PORTIONS OF THE SECTION. DESCRIPTION OF REVISION DATE coir
�RoarEo:
11 VARIABLE COLD PLANE FROM 0' TO 0.12' DEEP. 0.12' ARHM OVERLAY.
(NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CITY OF RANCHO C U CAM O N GA
CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) CONSTRUCT A.C. PAVEMENT, AND 0.12' ARHM OVERLAY, PLAN
12 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND (SEE SECTION "A" - PAVEMENT REPLACEMENT DETAIL)
CRACK SEAL 1/4" OR LARGER PRIOR TO OVERLAY) EXCLUDING THE SUMP AREA, SEE NOTE 4A. H ER M OSA AVENUE
13 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS PAVEMENT REHABILITATION
SEE STRIPING PLAN ON SHEET N0.4. FROM HIGHLAND AVENUE TO BANYAN STREET
14 ADJUST TO GRADE (MANHOLES, WATER VALVES, GAS VALVES
AND OTHER APPURTENANCE.) APPROVED BY: DATE. '�)
15 — JOIN EXISTING (SEE JOIN DETAIL ON SHEET NOA) CITY ENGINEER RCE: 24953
DEM PLAN PREPARED BY: RE MENDED
16 SAWCUT AND REMOVE HEAVY AWGATORED SURFACE AND REPLACE RD2 CRY OF RANCHO CUCAMONGA
AS SHOWN ON SECTION W (LOCATION PER INSPECTOR APPROVAL). DRAWN 10500 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
RD2 3 of 4
CHECKED R.C.E. NO DRAWING No.
CH DATE FnE MO 1972