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11111110111111101L ..S . DE ROAD VAVEPAENT REHABILETATmON
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NOTESGENERAL
1 • % U Uamm" A 1M U
All work shall conform to the City of Rancho Cucamonga Standard Drgwings and the Standard Specifications for Public 1 VARIABLE COLD PLANE FROM 0' TO 0.12'.
rw,"k A 01'Na '4� H ow
Works Construction, (Green Book), 2003 Edition and including the 2004 and 2005 supplement. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL
2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall ''�` 1
be responsible for any damage as a result of the construction operations. � � -^• r-w .- .. 2 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE
'b"Rti'ISR" _ '"-`' I••-`'! AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY)
3. The Contractor shall notify Underground Service Alert 1 -800-422-4133 and the following utilities two working days prior Lo
to construction or regarding any problems. D I !•° REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS..
❑❑ ILsa avE [� I /' 24TH ST I SEE STRIPING PLAN ON SHEET 5, 6 7.
Southern California Edison Co. (909) 357-6221 ! - -
Southern California Gas Co. (909} 335-3919 t ro > I 4 ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, METERS
BAN N ST ¢ SUMMIT AV—/7 AND OTHER APPURTENANCE.)
Verizon Communication (760) 245-0330 ®. � EMO ® vE u � W , !
Cucamonga Valley Water District (909) 483-7313 •�. _ `� HIGH SID AV c 5 SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE
`` 19TH T ® 3a AS SHOWN ON SECTION A (APPROXIMATE LOCATION, FIELD LOCATE).
Charter Communication (951) 343-5171 3o J 8
Metropolitan Water District 213 217-7807 0° PER APPROVAL OF CITY PUBLIC WORKS INSPECTOR.
Y VICTORI PARK Ar
P U y`:Q V � 6 JOIN EXISTING ( SEE JOINT DETAIL ON SHEET 1)
4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire ` U B LINE D _
Department and any affected school district, 72 hours prior to construction indicating any detour and/or road closures. f•!' -J 7 SAWCUT, REMOVE & REPLACE EXISTING CURB & GUTTER.
HUR ST ERRA IS
. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477-2740, Monday - m ¢ ��, 8 ADJUST TEL. MH TO GRADE BY OTHERS.
Thursday, and at least two working days prior to the construction start date. FOQTHILL BLVD
66 g PROTECT IN PLACE.
6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or encroachment within anyQ I > ,0 o c NTE DR. �I :�
City of Rancho Cucamonga easement or rights-of-way. RRow ROUTE �� 10 CONSTRUCT 8 CURB & GUTTER PER CITY STD. NO. 104.
7. During the construction operations at least one 12' lane in each direction shall be provided for each direction of travelI]M:a,.1'.1 It 11¢ ® cIiIIIIIIIIIIIIIIIII71FIIIIIIII BNSF R �
11 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE.
IIIIIIII
on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed. still
Q •• 12 SAWCUT, REMOVE A.C. PAVEMENT & A.G. BERM.
8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole z 6TH ST W 0_ O TA A
responsibility for the repair/replacement, at no cost to the City, for any damage to said underground utilities, pipes and �� o 13 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. N0. 101, WIDTH 24 .
structures. 4TH ST®..®•,� -..z 14 REMOVE AND TRIM AFFECTED BUSHES & RELOCATE/REPLACE
. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. ONTARIO OIMAP AFFECTED IRRIGATION.
All discrepancies shall be reported for direction immediately to the City. WT TO SME REMOVE EXISTING 8" DIA. PINE TREE (MULTIPLE BRANCHES).
10, On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess any and all T I I •
contractor licenses, in form and class as required by any and all applicable laws with respect to any and all of the work •
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 1 LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.), THERMOPLASTIC.
the Prime Contractor in accordance with the provisions of the Contractor's License Law (California Business and 2 PAINT 4" YELLOW SKIP CENTERLINE WITH TYPE "D" MARKERS, PER CITY
Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto. PER PLAN PER PLAN STANDARD PLAN 133.
EXISTING SURVEY MONUMENTATION 1`5' PER PLAN PER PLAN 1°5' 3 PAINT 12" SOLID WHITE STRIPE, THERMOPLASTIC.
All existingsurveymonuments that will be disturbed b this project shall be referenced and oa,?' .� `� ar�'' 6'-- �P4 PAINT 4" SOLID YELLOW STRIPE.
reset b he CitConstruction Surveyor in accordance with Section 8771 of the California c�0 6 `�' `�, 2 ,, � cp ��� 4 �
Y Y a, , ,o �- .��cQ`' , ® ,oq �- , G4 yc�' S INSTALL HYDRANT MARKERS PER CITY STD. NO. 134.
Surveyors Act. Found monuments are shown on the plans and described as follows: 'Ql �9,�, ;W Q ti`s SNF 1 0 W �`� ® PER CITY STANDARD NO. 133.
FOUND F Q 1 ®�,�4 �. 101.6 � '• To 1.6UJ
( } ® ® 6 RE-PAINT EXISTING STOP BAR CROSSWALK & LEGEND.
a 4 w a-
F.D.
_.--
1 F.D. 1 " I.P. LOCATED AT HILLSIDE ROAD AND RANCH GATE INTERSECTION000000
_--- X75-gi0 7,0 --- — 7 PAINT 4" SOLID WHITE STRIPE.
2 F.D. 1 " I.P. LOCATED AT HILLSIDE ROAD AND PEARL ST INTERSECTION --- ---- ___-- ---- -�. PAINT 12" SOLID YELLOW STRIPE, THERMOPLASTIC.
0 9 INSTALL SIGN & POST (PER PLAN).
3 F.D. 1 " I.P. LOCATED AT HILLSIDE ROAD AND VINMAR AVE INTERSECTION __�--- ROUTE AND CRACK SEAL VISIBLE CRACKS 1 4" OR 2
„ SEE PLANS 5 LARGER PRIOR TO OVERLAY TYP. AFTER GOLD PLANE. 1® PAINT 8" SLID WHITE STRIPE.
4 F.D. 1 I.P. LOCATED AT HILLSIDE ROAD AND VIA SERENA INTERSECTION FOR LOCATIONS ( )
5 F.D. 1 " I.P. LOCATED AT HILLSIDE ROAD AND SARD ST INTERSECTION CRACK SEAL ELEVATION SHALL BE 1/8" BELOW EXISTING FINISHED SURFACE. 11 INSTALL SIGN ON ST. LT. POST (PER PLAN).
6 F.D. 1 " I.P. LOCATED AT HILLSIDE ROAD AND JASPER ST INTERSECTION HILLSIDE ROAD TYPICAL CROSS SECTION IF R2 35 SIGN AND POST EXISTING
7 F.D. 1 " I.P. LOCATED AT HILLSIDE ROAD AND TOPAZ ST INTERSECTION NTS REPAINT 35 MPH LEGEND
LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC.
8 F.D. 1 " I.P. LOCATED AT HILLSIDE RROAD AND DRESDEN ST INTERSECTION VV FESS®QN
9 F.D. 1 " I.P. LOCATED AT HILLSIDE ROAD AND MOONSTONE AVE INTERSECTION 6 waw° +
0 F.D. 1 " I.P. LOCATED AT HILLSIDE ROAD CSD STATION 80+70.15 25'
11 F.D. 1 " I.P. LOCATED AT HILLSIDE ROAD AND BUCKTHORN PKWY INTERSECTION PROPOSED FINISHED VARIABLE COLD PLANE No. 53672
6' COLD PLANE 2' C&G LU ED PROPOSED FINISHED
SURFACE ®m FROM 0 TO 0.12 DEEP �Q� SURFACE 49
Cn (wi ) %,
` Exp. os-3a-Os
0.12 COLD PLANE �w c~n Q�Q��.\P Q O C'lV 1
STRIPING
. SURFACE '� U ' �4,`Z Q ►�1.�
1. All details and dimensions for traffic striping and markings and the installation thereof shall conform EXIST A.C. f
. . . P g g EXISTING AC 0.12' ARHM <M Q '`�' 4•
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City �,,_,� p ��,
SURFACE ®.
Standard plan no. 133, unless otherwise approved or directed by the City Engineer. --__ -- ----
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall COLD PLANE SURFACE
conform to the Standard Specifications for Public Works Construction and the following provisions.
SECTION X-X A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. EXISTING AC � � °V0; 0
N.T.S. 0 C)00 0 �O' ��
B All conflictingtraffic striping and pavement markings shall be removed b WET SANDBLASTING. C?0CB��°°0
P g .g y . (AREAS WERE CURB & GUTTER ONLY)
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation
of striping and markings. REMOVE RESIDUAL AC LEFT BY
D. All control points and spotting removed during sandblasting shall be replaced prior to installation of COLD PLANE OPERATION TO PROVIDE JOINT DETAILNTSDESCRIPTION OF REVISION
striping and markings. PULL DEPTH BUTT JOINT FOR OVERLAY.
. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to COLD PLANE SURFACEU Ur RMumu C
*kUCAMUN%0%
installation of new or replacement striping and markings.
TITLE SHEET
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 PROPOSED FINISHED 0.12' ARHM OVERLAY
SURFACE
first, unless otherwise noted. -- , H Lawo UL KOAD
0.12 OVERLAY WITH ARHM. 0.67 AC.
g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), M`E Nff OR h E H A B I U TAT I®r 61N
unless otherwise noted. PAVEL
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping VARIABLE COLD PLANE FROM 0' TO 0.12' & OVERLAY WITH 0.12' ARHM. FROM WEST CITY LIMITYL
STREET
and markings to the satisfaction of the City Engineer. APPROVED BY: DATE:
1. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL HEREON. CITY ENGINEER RCE: 53672
measures, in accordance with the city and state standards. (SECTION "A" - PAVEMENT REPLACEMENT DETAIL) DESIGN PLAN PREPARE( BY: REc MENDED
J. Temporary or construction striping and markings shall be in accordance with the city and state standardsS EC"'T I Ue"N !' NTS MVA CITY OF RANCHO CUCAMONGA -
and as directed by the City Engineer. DRAWN 10500 p�w�pp CIVIC
CENTER
4 DRIVE #EET
I A}41,s8➢l�F 6»✓l.A la'f"t1�4.14.�Ak CA 91730
3. Street Name Signs shall be installed per City Standard Plan No. 401-A. MVA 1 OF 7
4. Traffic Signs shall be installed per City Standard Plan No. 401-B. CHECKED DRAWING No.
NOTE: LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. RD2 2236
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°° CONSTRUCTION
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Z WILLIAM PETER GERRY _._._...__
® (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL
w m m rn -� VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
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+� 1-.t !/ g PROTECT IN PLACE.
' 4 w CONSTRUCT " CURB & GUTTER PER CITY STD. NO. 104. PAVULK K ON
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~' 11 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE. T ILIMIT
12 SAWCUT, REMOVE A.C. PAVEMENT A.C. BERM. P ® Q : DATE:
13 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 101. DM= PLAN C ENGIN : 72
14 REMOVE AND TRIM AFFECTED BUSHES RELOCATE/REPLACE PREPARED �`
AFFECTED IRRIGATION. VA CITY OF RANCHO CUCAMONGA
OA DPAWN 10500 CIVIC CENTER IV
RANCHO CUCAMONGA, CA 91730
MVA 2 7
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CONSTRUCTION
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ems• ,7 NOTES:
N, 1 VARIABLE COLD PLANE FROM 0' TO 0.12'.
LJ _ I
�s , A eh (NOTE. AFTER COLD PLANE, ROUTE AND CRACK SEAL
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.. 5
�,, VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
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2 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE
s AND CRACK SEAL VISIBLE C CK 1f4" OR LARGER PRIOR TO OVERLAYLAJ
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f•y _.__._._. __._.. ..__._.. _ ....._. _._ R • r' x x W 3�— REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
I
SEE STRIPING PLA ON SHEET 5, 6 & 7.
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MH WATER VALVES,LES GAS VALVES METERS
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EMOVE HEAVY ALLIGATORED SU
RFACE AND REPLACE
DESCRIPTION OF REVISION N
N
N ON DATE
DET I L " " �wRov�►:
1 I
_ _ AS SHOWN ON SECTION A (APPROXIMATE LOCATION, FIELD LOCATE).
-----
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- -w-.--.--.�- ------ PER APPROVAL OF CITY PUBLIC WORKS INSPECTOR.
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y -? 4 u[ 6 JOIN EXISTING ( SEE JOINT DETAIL ON SHEET 1)
r PLAN
°ew
,$' Q PROTECT IN PLACE.
10 CONSTRUCT " CURB GUTTER PER CITY STD. NO. 104. HIsum.SiffiftE OftOAD
11 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE. PAWmtr 84ABILffAMON
12 SAWCUT, REMOVE A.C. PAVEMENT A.C. BERM. I LIMIT TL STREET
13 CONSTRUCT DRIVEWAY APPROACH PER CITY STDs NO. 101•
t
APPROVED DA
14 REMOVE AND TRIM AFFECTED BUSHES RELOCATE/REPLACE C ENGINEER 72
AFFECTED IRRIGATION.
DEM PLAN PREPARED BY:
15 REMOVE EXISTING " DIA PINE TREE (MULTIPLE BRANCHES). MVA
C1W OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
DPMN RANCHO CUCAMONGA, 0,A 91750
MVA 3 7
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�' (-^SAP-/ c> 1 VARIABLE COLD PLANE FROM 0' TO 0.12'.
r NOTE. AFTER COLD PLANE ROUTE AND CRACK SEAL
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- ' 4 ADJUST TO GRADE MH WATER VALVES GAS VALVES METERS
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,! „ ___,___ ___ _ ._.__ _� _.,___ :_ _a.__,:_ ;t _ .__._ _.__.__.___ _ AND OTHER APPURTENANCE.
^ )/t-�f - '" 5 SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE
,, AS SHOWN ON SECTION "A" (APPROXIMATE LOCATION, FIELD LOCATE).
PER APPROVAL OF CITY PUBLIC WORKS INSPECTOR.
_ . 6 JOIN EXISTING ( SEE JOINT DETAIL ON SHE 1)
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SAWCUT, REMOVE & REPLACE EXISTING CURB & GUTTER, PER DETAIL HEREON.
g ADJUST TEL. H TO GRADE BY OTHERS.
P�W OA"�l
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-- EXIST TREE
14
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10
_---'^ SLOPE 2%Q C&G �� DESCRIPTION OF REVISION DATE c�nr
2' MIN. 0.12 ARHM 0.12' ARHM EXISTING AC
SURFACE CC W A OF RAN(Commu" (CUCAMOONVA
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PLAN
B
CUT PROTRUDING ROOTS 6
EXIST. �, _ 7 , 6-��� � � ,�� '-,t��
HU "Im"hE ROAD
GROUND �> :. ,.
CUU ,ANCA GU7TEU I��hh,AC�M�NT DUTAIL -
7 � ° /rnt .' _ _ EXISTING AC P'AV'EMENT REHABUTATION
�11�I�LIED ON Ul�I?t)C?TED,AND D�I�I�ESSED CUQ[3 BIND GU7TE1� .����-�,,,�.�_�,�:��,�:��_�� , .,
FROM T CITY LIMIT TO YLSTREET
12
REMOVE AND REPLACE DEPRESSED OR UPROOTED C/G 10 11 ODATE:
NOTE: CHECK GRADE AND ELEVATIONS TO ASSURE WATER FLOW C I RCE: 7
PRIOR TO CONSTRUCTION. (SEE STD. DWG. 104, A2-8) PLAN PREPARED Y`; R67M
�BEXCAVATE AS SHOWN N IVIVA I
0 DETAIL, CUT PROTRUDING ROOTS
FILL AND COMPACT TO MIN. 95COMPACTION 10500 CIVIC CENTER DRIVE
N.T.S. RANCHO CUCAMONGA, CA 1730
C PAVE 4" A.C. OVER 6" COMPACTED C.A.B. VA 4 7
(MATCH EXIST. GRADE) N .
D2 2236