HomeMy WebLinkAbout1886 - 1540
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GENERAL NOTES: M 0
I. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard
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Specifications for Public Warks Construction , (Green Book), 1994 Edition and including the 1995 +
supple ment.
2. Public and Private uttlltles ,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 shalt be responsible for any damage as a result of the
construction operations. — 1530 R/W
t530— 22 11 varies
3. The Controcfor shall notify Underground Service Alert 1- 800-422-4133 and the following utilities two
working days prior to construction or regarding any problems. PROPOSED GRADE 10' 12'
Southern California Edison Co. - EMERGENCY ONLY (800) 611 - 1911 EX151. Profile i
Southern Colif'omia Edison Co. - Greg Klock (909) 357-6585 i�
Southern California Gas Co. - EMERGENCY ONLY (800) 427-2000 6,
Southern California Gas Co. - Rich Gibson (909) 335-7583
Verizon Co. - Bob Parent (909) 469-6354
Verizon Co_ - Dallas Stringer (909) 469-6339 +
Verizon Co. - Steve Hock (909) 469-6327 cp
Cucamonga County Water District — EMERGENCY ONLY (909) 987-2591
Cucamonga County Water District (909) 483-7440 w
ah -4 8
4, The contractor shall notify The City of Rancho Cucamonga Police Department. The City of Rancho + (1) CD 10
O.,comonga Fre Department and any affected school. district, 72 hours prioirto construction N 0 5
Indicating any deRour cmc or road closures.
1520— ? W c — 1540
a) N join to existing
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5 For inspection of this project, the Contractor shall contact the Public Warks Section at (9091 varies
477-2740 ext. 4075, Monday - Thursday, and at least two worlting days prior to the construction — — —
start date.
6. A permit shaft be obtained from the City of Rancho Cucamonga prior to any construction or 9
encroachment within any City of Rancho Cucamonga easement or rights �f-way. A- TYPICAL CROSS-SECTION
7. During the construction operations at least one 12' lane in each direction shall be provided for each
Exist A.C. Berm g�'� N.TS.
direction of travel on all street at all times. The traffic lanes shall be maintained on pavement aha
Profile
shall remain unob structe d. +
8. The Contractor shall familiarize himself with all underground utilities., pipes and structures , and shall Ni iw
take sole responsibility for the repair/replocement, at no cost to the City, for any damage to said —
underground utilities, pipes and structures. PROPOSED EAST
1530 - n 1530
T.C. GRADE
9. Contractor shall verify oil conditions and dimensions shown on the plans aT the site prior to X
commencement of any work. All discrepancies shall be reported for direction immediately to the City.
10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall
possess any and all contractor licenses, in form and lass as required by any and all applicable
jaws with respect to any and all of the work to be performed under this contract; Including but.not N
limited to a Class "A" License (General Engineering Contractor) or a combination of Speciality + BENCHMARK NO. 145-8 ELEV. (485.847
Class »C" Licenses (Various types) sufficient to cover all the work to be performed by the Prime -4 OD
Contractor in accordance with the provisions sof the Contractor's License Law (California Business and W BENCHMARK NO. 145-8, ELEVATION
Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto. Exist. East TC. Profile 1485.847, AT THE WEST END OF
SCALE HORIZONTAL: I" - 40' DAY CANYON CHANNEL BRIDGE#54-39
DATED 1947, STA. NO. 30 SBD 9.72
VERTICAL: 0 - 4' AND 17 FEET NORTH CENTERLINE OF
HIGHLAND AVENUE.
{
4520 -
6 +00
520 -6 +00 7+00 8+00 9+00 10+00
SIGNING & STRIPING NOTES
Io-- PAINT DOUBLE YELLOW CENTER LINE PER CITY STD. 133.
2a— PAINT 8" WHITE LANE LINE PER CITY STD. 133.
3�— PAINT 12 of WHITE LIMIT LINE .
4a-- PAINT LEFT TURN ARROW LEGEND . o �I
SQ-- PAINT 'SIGNAL AHEAD" LEGEND. 1 "= 40' x +
6a— INSTALL TRAFFIC DETECTOR LOOP II
7o-- SANDBLAST TO REMOVE EXISTING STRIPING/LEGEND. X0 P0 II Xo
NOTE: ALL PAINT IS TO BE THERMOPLASTIC.
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2 L= 135 <C
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may,�1 ►I ; XW 2 a � I' MINK
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a� o• c_n"c�in �� o Mo f � c u N
I m4 `-� VINTAGE DRIVE
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w°-° DESCRIPTION OF REVISION DATE CITY
3 -p a - �N • W APPROVED
CONSTRUCTION NOTES Q �' 4 �` � 0 _
y
SAWCUT EX. PAVEMENT TO MIN. 0.10 DEPTH 3
CITY OF RANCHO CUCAMONGA
I
PROTECT I P ' v
Q-- EC N LACE. l0 GRIND 10 WIDE PORTION OF EXISTING 3 on
A.C. PAVEMENT OVERLAY & BUTT PLAN
1 IMPROVEMENT L
O- RELOCATE BY OTHERS. MATCH OVERLAY TO EXISTING. 3 STREET M
a— RELOCATE ONTO SIDEWALK AREA . II INSTALL CONDUIT, PULL ROPES , ETC. ROCHESTER AVENUE
4a- ADJUST TO GRADE. NECESSARY TO OPERATE STREET LIGHT LEGEND
IN NEW LOCATION PER EDISON PLANS.
�— REMOVE EXISTING A.C. BERM. NEVA/ A.C. PAVEMENT FROM LONE PEAK DR. TO VINTAGE DR.
6 SAWCUT & REMOVE EXISTING PAVEMENT SAWCUT , GRIND, OVERLAY & BUTT MATCH APPROVED BY' - DATE: a�
CITY ENGINEER �`' R.C.E. NO. 2495
7�- CONSTRUCT TYPE A2 - 8 CURB AND GUTTER PER CITY STD NO. 104. DESIGN PLAN PREPARED BY: RECOMMENDED
Sa- CONSTRUCT SIDEWALK PER CITY STD .NO. 103.
KF CITY OF RANCHO CUCAMONGA d&
r� CIVIC CENTER DRIVE
10500 C V
9�- CONSTRUCT 5 TYPE A A.C. OVER 4" CLASS 2 AGGREGATE BASE. THE DRAWN RANCHO CUCAMONGA,CA 91729 SHEET
A.C. PAVEMENT SHALL HAVE A 0.10 K ICO
' THICK FINISH COURSE WITH A MAX. F l
OF
AGGREGATE SIZE OF 0.50 . THE A.C. PAVEMENT BASE COURSE SHALL
,i CHE It C ED DRAWING AWING NO
BE CONSTRUCTED WITH A MAXIMUM AGGREGATE SIZE OF 0.75 . WS R.C.E. NO
DATE FILE NO