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CONSTRUCTIONAM va
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L UE 401 0.12' COLD PLANE 0.12' ARHM OVERLAY.
AdElL (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE
Am CRACKS 1/4" OR LARGER PRiOR TO OVERLAY)
GENERAL NOTES mn-"ANUr1 %J %a M M CffiA'4LM0N %A0mAm" #4 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS �
SEE STRIPING PLAN ON SHEET 3.
1 . All work shall conform to the City of Rancho Cucamonga Standard Drqwings and the Standard Specifications for
3 PROTECT IN PLACE (MH, VALVES, P.C.C. BOX COVER, SURVEY
Public Works Construction, (Green Book), 2003 Edition and including the 2004 and 2005 supplement.
MONUMENTS, P.C.G. PAVEMENT AND OTHER APPURTENANCE.
2° Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be 4 JOIN EXISTING (SEE JOINT DETAIL ON SHEET 1)
responsible for protecting all utilities and substructures as shown within the construction limits of this project ALM
and shall be responsible for any damage as a result of the construction operations. SAWCUT AND REMOVE HEAVY ALLIGATORED SURFACE AND REPLACE
EHILLSIE DOiNCTSrTR AS SHOWN ON SECTION A (APPROXIMATE LOCATION, FIELD LOCATE).
3, The Contractor shall notify Underground Service Alert 1 -800-422-4133 and the following utilities two working ❑❑❑ ILso AVE 24TH ST
days prior to construction or regarding any problems.. W s ?< SUMMIT AV STRIPING
Southern California Edison Co. (909) 357 6163
�- EMo �]❑ vE U �] ; 1 PAINT LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.), THERMOPLASTIC.
• la Gas CO. 9®9 335®7877 � Q HIGH DAVE 3®'�
Southern Californ ❑� 19TH T Z Q > 2 PAINT 4" SKiP WHITE LANE LINE AND INSTALL CERAMIC BOTT DOTS WITH
3® M ® " "
Verizon Communication 800 469--6340 Z TYPE G MARKERS PER CITY OF RANCHO CUCAMONGA STD. PLAN 133.
Q � m
Cucamon a Valle WatDistt 909 9872591 W W W
g Y er ric -- vlcTORI PARK N 3 PAINT 4" SOLID WHITE STRIPE.
Charter Communication (951 ) 343-5171 B LiNE ° _
W 4 PAINT 12" SOLID WHITE STRIPE, THERMOPLASTIC.
� HURL ST
shall notify the Cit of Rancho Cucamonga Police Department, The Clty of Rancho Cucamonga m
4. The contractor y y INSTALL HYDRANT MARKERS PER CITY STD. NO. 134.
and/or
FOOTHILL BLVD � C�
Fire Department and any affected school district, 72 hours prior to construction Indicating any detourss
�, ® 1050 c NTE DR. UJ
road closures.
a > > > > RR®W ROUTE fi PAINT " WHITE SOLID STRIPE WITH TYPE "G" MARKERS PER CITY
5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) 477-2740, >• Z Q z W STANDARD NO. 133.
Monday — Thursday, and at least two working days prior to the construction start date. Q [111111Z1 11111 , n R
M Y Y� g W ® 7 INSTALL NEW LOOPS DETECTOR.
construction or � _ � _ ST (see detail on sheet 1)
6. A permit shall be obtained from the City of Rancho Cucamonga prior to any 6TH
Z w o
encroachment within any City of Rancho Cucamonga ;easement or rights—of—way. II U
�
8 PAINT 12" SOLID YELLOW STRIPE, THERMOPLASTIC.
4TH ST �
7. During the construction operations at least one 12' lane in each direction shall be provided for each 9 PAINT 4" DOUBLE YELLOW STRIPE PER CITY OF RANCHO CUCAMONGA
direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and STANDARD PLAN 133.
shall remain unobstructed. 10 PAINT 6" DASHED WHITE LINE PER CALTRANS STD. A20D DETAIL 39A.
8. The himself with all un
Contractor shall familiarize underground utilities, pipes and structures, and shall take
° . • 11 RE-PAINT BIKE LANE LEGEND AND ARROW PER CALTRANS STD. NO. A24A & 24D.)
sale responsibility for the repair/replacement, at no cost to the City, for any damage to said PER PLAN PER PLAN
underground utilities, pipes and structures. '
9 4' PER PLAN 12' PER PLAN 4 �� 12 RE-STRIPE EXISTING X--WALK, LIMiT LINE & STOP LEGEND.
II conditions and dimensions shown on the plans at the site prior to Q°rN
9. Contractor shall verify a ? �o •� ® � � Gq� �
P P ' ' Q 13 PAINT 6" SOLID WHITE LINE PER CALTRANS STD. A20D DETAIL 39.
commencement of any work. All discrepancies shall a reported for direction Immediate) to the City.
o
° ° ' e Contractor shall possess � F ® °�,��ti ` �'�.° 1 0
10. On the date and at the time of the submittal of the Bidders Proposal the Prim ° ° p W 1 rF l� ^T`, ®. IF R2 (40) SIGN AND POST EXISTING
actor licenses in form and class as required by any and all applicable laws with respect to ®Q 5% I I aft W� _._ _ REPAINT 40 MPH LEGEND
any and all contractor ,
° contract;
q t° Including but not limited to a Class "A" License -- W°" °'-- �" I I _ ''�
an and all of the work to be performed under this contrac , g � .,� a --� ��� .� � LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC.
General Engineering Contractor) or a Specialty Class "C-12" license (Earthwork and Paving Contractor 00 -- -- -- __.
g } l �Q� -- _ I OF DOUBLE YELLOW LINE
( �-�-�-- -- "` �'- -- -_.. .._. ,� � ��0�� OR MEDIAN GURB FACE
sufficient to cover all the work to be performed by the Prime Contractor in accordance with the provisions of L �,�,� ® --� ® �0
. . rules and ��� — ~" J� � ��� •
the Contractors License Law (California Business and Professions Code, Section 7000 et. seq.} and
SEE PLANS ROUTE AND CRACKS SEAL VISIBLE CRACKS 1/4" OR LEFT TURN LANE N
regulations adopted pursuant thereto. FOR LOCATIONS 5 LARGER PRIOR TO OVERLAY (TYP.) AFTER COLD PLANE. 30' 15' io'
Ln Q N
EXISTING SURVEY MONUMENTATION TI �
o'ect shall be referenced and VISTA TYPICA " �
All existing survey monuments that will be disturbed by this pr
uction Surve or in accordance with Section 8771 of the California NTS WHITE TURNING LANE LINE w
reset by the City Constr y
ors Act. Found monuments are shown on the plans and described as follows: THRU LANE M J
Suryey
(FOUND) 10' r v
" PUNCH MARK & WASHER R.C.E. 14814. PROPOSED FINISHED COLD PLANE SURFACE
1D— F.D. 6 BOAT SPIKE W/
SURFACE 4' EGX&ISGT•
0.12' GOLD PLANE 4" LANE UNE QR FE S j
0.12COLD PLANE
0.12' ARHSTRIPING M 0.12'
�
ARHM OVERLAY THRU LANE _ w Awa Sr
° d markings and the installation thereof shall conform _ ��
1. All details and dimensions for traffic striping an g
to Caltrans, Standard S ecifications, Traffic Manual, Maintenance Manual and Standard Plans and City 1®' co r '" `�
P _ o. 53672 a°
Standard plan no. 133, unless otherwise approved or directed by the City Engineer. CC
-' us Earp. cc- � Of
markers shall -- ___.` _ C' 1�
and pavement markin s and installation of pavements ma C Q
2. Procedures for painting of striping p g P
° Construction and the following provisions. EXISTING AC
conform to the Standard Specifications for Public Works Constr 9 P STING AC 4 LANE LINE oR 8 ;� OF
P SURFACE EXISTING TURNING LANE LINE U)
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. SEE PLANS
cn
p N.T.S.
° FOR LOCATIONS 5 AREAS WHERE CURB GUTTER ONLY} THRU 0R RiGHT 10'
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. ( TURN LANE
A
N
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation 5' W
of striping and markings.
TOP OF CURB FACE >
D. All control points and spotting removed during sandblasting shall be replaced prior to installation of 0.12' COLD PLANE & .012' ARHM OVERLAY.
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. REMOVE AND REPLACE A.C. PAVEMENT, SEE DETAIL HEREON.
SECTION "A" — PAVEMENT REPLACEMENT DETAIL) LOOP DETECTOR PLACEMENT DESCRIPTION OF Sia A
• surfaces shall be approved low VOC type,F. All striping and pavement markings Installed on new road � � pp yp 4 REFER TO PLAN FOR DISTANCE
11 i
15 mil pthick (wet). Installation shall be in two coats with the second a minimum of two weeks after the To ADVANCE DETECTORS
%JF RANCHU (DUCAMONGA
first, unless otherwise noted.
• be 10 mil thick ick dr ®Z 1
g. All thermoplastic striping and pavement markings shall be in In one coat and (dry), _ W QTITLE
unless otherwise noted.
• PROPOSED FINISHED W QQ •��'' '�'`
q` M ""STA PMKWAY
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping SURFACE 0.12 ARHM OVERLAY E-;? W O o -�,Q �Q
° action of the Cit Engineer. ' � pw PROPOSED FINISHED y �
itR� V1
and markings to the satisfaction y g O.fi7 AC. EXIST A.C. SURFACE v3.1= , U Q1 SURFACE p.o`
I. All traffic striping and pavement markings shall be Installed with all appropriate permits and traffic controlPAVWENkft"1" REHABUTATION
�-
4• 9�- FROM SPRUCE AVENUE TO MILLIKENU .
measures, in accordance with the city and state standards.
J. Temporary or construction stri in and markings shall be in accordance with the city and state standards APPROVED DATE:
P Y P 9
and as directed by the City Engineer. ---- 4 ` 0�P I 53672
��
° ° ' N®. 401®A. ����°o°� ��~'��� °0 PLAN PREPARE[? BY:00
3. Street Name Signs shall be installed per City Standard Plan 0 ° °
!
"A"
MVACITY OF RANCHO CUCAMONGA 41 -
4. Traffic Signs shall be installed per City Standard Plan No. 401—B. 1 NTS
g '��)PAVEMENT
GOLD PLANE SURFACE1t�SC}0 CIVlC CENTER DRIO/• LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC. I JOINT NTS RANCHO CUCAMONGA, � a�
NOTE. LEGEND, SYMBOL
MVACHECKIM 30 1
R.C.E. No DRAWM °
RD2 DATE FILE NO 2215
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h. CONSTRUCTION NOTES
1 2
co
0.12 COLD PLANE 0.12 AH OVERLAY.
-- (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE
r --
CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
�' 2 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS crry
.� �� SEE STRIPING PLAN O SHE 3. DESCRIPTION OF REVISION DATE
J
,-r APPROVED.
f 3 PROTECT IN PLACE ( H VALVES P.C.C. BOX COVER SURVEY
Lu
-`^`` -~ PAVEMENT AND OTHER APPURTENANCE.)
cv
F .f ,
/ f MONUMENTS, P.C.C.P.
3 � ``=' / / -- -- 4 ("MY OF RMt'o;&Huo% CNUCAMONGA
JOIN EXISTING (SEE JOINT DETAIL ON SHEET 1)
co
OVERLAY PLAN
/Q e — — . _ S / ' ~ -- 5 SAWCUT AND REMOVE � VY ALLIGATORED SURFACE AND REPLACE
NT 1 / AS SHOWN ON SECTION A (APPROXIMATE LOCATION, FIELD LOCATE).
tKmn VISTA PARKWAY
r,4 00 00
PAVEMEN1 KEHABIUTATIUNFROM SPRUCE STREET
T ILLI
DATE:4 Alm APPROVED BY:
-
/ 1 C I 72
Aw
DESIGN PLAN PREPARED BY: RECOMMEMDED
VA CITY OF RANCHO CUCAMONGA4!1 D-1
11
t ' 10500 CIVIC CENTER DRIVE
�// RANCHO CUCAMONGA, CA 1 750
•A 2
CHECM R.C.E. NO DRAWM •
R2 DATE FILE NO 2215