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Found bolt in concrete curb stamped "San
Bernardino County 01687" at the southeast corner
CITY
OF RANCHO
CUCAMONGA of Grove Ave. and Arrow Route.
Elevation= 1211.96
Underground
GROVE AVE. STREET
P PROVISIONS:
1. PRIOR OOVERLAY, APPLY WEED KILL AND ALLOW TO SET FOR 14 DAYS THEN ROUTE ALL CRACKS 1 /4"
IMPROVEMENTS
Service Alert
GREATER AND APPLY CRACKSEAL REFERENCE CONTRACT SPECIFICATIONS 302 -71.7
Call: TOLL FREE
FROM 8TH S T. T O ARROW RTE 2• THE CONTRACTOR MUST HAVE A STORM WATER POLLUTION PREVENTION PLAN COMPLETED PER SPECIFICATIONS
FROM PRIOR TO CONSTRUCTION WHICH SHALL BE UPDATED AS NECESSARY DURING THE PROJECT TERM.
- 1- 800 - 422 -4133
3, A HIGH EARLY STRENGTH CONCRETE SHALL. BE USED IN THE INSTALLATION OF ALL DRIVE APPROACHES
AND CROSS GUTTERS. HIGH EARLY STRENGTH CONCRETE SHALL BE
Two WORKING DAYS BEFORE YOU DIG
AND SAN BERNARDINO
CLASS 660 -C -3750 WITH NOT MORE YARD
R CROSS GUTTER THAN THREE PARTS CALCIUM PER CUBIC APPROVED ALTERNATE.
R INTO A
4. THE CONTRACTOR SHALL ENTER INTO A TEMPORARY RIGHT -OF -ENTRY AGREEMENT SCRRA FORM N0. 6 IN
A RIGHT-OF-ENTRY - AGREEMENT (SC
THE SPECIFICATION APPENDIX) WITH SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY.
-
FROM G R O VE AVE.
T O APPROX.
1 0 0' E /O GROVE A VE 5. THE CONTRACTOR SHALL SHALL SUBMIT TEMPORARY TRAFFIC CONTROL PLANS TO THE CITY AND SCRRA
" FOR ALL ACTIVITIES LOCATED WITHIN OR IN THE VICINITY OF HIGHWAY -RAIL GRADE CROSSINGS. A WRITTEN
��p��
'+
& NO
APPROVAL OF THE TRAFFIC CONTROL PLAN IS REQUIRED PRIOR TO INITLAnNG ANY CONSTRUCTION ACTIVITY.
VG�GI
1.
1 We
All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard
RANCHO
CUCAMONGA
SCRRA
REFER'S "TEMPORARY TRAFFIC CONTROL GUIDELINES FOR HIGHWAY -RAIL GRADE CROSSINGS" WILL BE
REFERENCED FOR TEMPORARY TRAFFIC CONTROL PLANS AT HIGHWAY -RAIL GRADE CROSSING. THE
Specifications for Public Works Construction, (Green Book), 2003 Edition and including the 2004
CONSTRUCTION NOTES GUIDELINES ARE AVAILABLE ON SCRRA'S WEBSITE (WWW.METROLINKTRAINS.COM)
supplement.
A (D,-REMOVE REMOVE EXIST. A.C.
2.
Public and Private utilities and substructures shown hereon are from available records. The
q>-CONSTRUCT 5" A.C. OVER 6" CA.B. PER CITY STD. 100 -A
Contractor shall be responsible for protecting all utilities and substructures as shown within the
O3 -- OVERLAY 2" A C. PER CITY SM. 100 -A
construction limits of this project and shall be responsible for any damage as a result of the
0-VARIABLE COLD PLANE 0.00' TO 0.10'
construction operations.
>
O5 - VARIABLE A.C. OVERLAY 0.10' TO 0.17'
Pro
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3.
The Contractor shall notify Underground Service Alert t -800- 422 -4133 and the following utilities two
jeet;l C
a' >
Q v > d
O6 - CONSTRUCT TYPE (A2 -8) P.C.C. CURB AND GUTTER PER CITY STD. 104
working days prior to construction or regarding any problems. SCRRA is not a member of DIGALERT,
�r 2
.- it 0 et
R
>
4 7 STD. 101 TYPE C
it is therefore necessary to call SCRRA- signal department at (909) 392 -8476 to mark signal and
Site g c
E T Y
CONSTRUCT 8" THICK P.C.C. DRNE APPROACH PER CITY 32' 22'
communication cables and conduits. In case of signal emergencies or grade crossing problems, the
9 9 9 9 P
a
2 E
v E > _
d m
,V
•a m q AND TYP. DRIVE APPROACH AS SHOWN ON SHEET 3
FEATHERED AC
Contractor shall call SCRRA s 24 -hour emergency number (888) 446 -9721.
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y
x 4 x x >
C
>a
8 cl a OS - CONSTRUCT 6" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C
9' 13'
Almond Rd
v
3 > ate AND TYP. DRIVE APPROACH AS SHOWN ON SHEET 3
Southern California Edison Co. - EMERGENCY ONLY 800 611-1911
1t a- CONSTRUCT RIBBON GUTTER AND SPANDREL PER DETAIL ON CITY
Southern California Edison Co. 909 357 -6585
Hillside Rd
SHEET INDEX
s
v STD. 106 -A (W SHOWN ON PLAN)
Southern California Gas Co. - EMERGENCY ONLY 800 427 -2000
wii, "��A„ o 0
w WilsonAv
Southern California Gas Co. - Rod Duran 909 335 -7583
°
U
10 CONSTRUCT P.C.C. RETAINING CURB PER CITY STD. 104 000, COLD
Verizon Co. -Glen Hodge 909 469 -6336
anyan St
1. TITLE SHEET
Route 30 11 SAWCUT PLANE DEPTH
SCRRA - EMERGENCY ONLY 888 446 -9721
SCRRA - Noresh Patel 213 452 -0254
o
under construction) 12 MATCH EXISTING 3
Cucamonga Valley Water District - EMERGENCY ONLY 909 987 -2591
2. PLAN AND PROFILE 19th St
Highland Av 13 ADJUST TO GRADE VARIES o.11X
Cucamonga Valley Water District 909 483 - 7440
$, PLAN AND PROFILE
14 INSTALL PAVEMENT FABRIC IN ACCORDANCE WITH SPECIFICATIONS To .67z VARIES 1.62X
TO 2.62$
4.
The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho
Cucamonga Fire Department and any affected school district, 72 hours prior to construction
Bas ne Rd
4. PLAN AND PROFILE
15 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102
ase Line Rd
1s REMOVE
/
indicating any detour and /or road closures.
17 PROTECT IN PLACE EXISTING c�RB-��
5. PLAN AND PROFILE
5.
For inspection of this project, the Contractor shall contact the Public Works Section at (909)
(SAN BERNARDINO RD.) Foothill 1
18 REMOVE EXISTING CURB AND GUTTER I 4
Foothill Bt EXIST. SURFACE
477 -2740, Monday - Thursday, and at least two working days prior to the construction start date.
79 RELOCATE 5
6. STRIPING PLAN Arrow Rt
Arrow Rt 20 CONSTRUCT TYPE (A2 -6) PCC CURB AND GUTTER PER CITY STD 104 (W -18-)
6.
A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or
8th St
w d
rj 21 CONSTRUCT SIDEWALK PER CITY STD. 103 (W AS SHOWN ON PLAN) 204 9-F S
encroachment within any City of Rancho Cucamonga easement or rights -of -way. Also, a permit shall
10 Freeway a
22 CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. 107 -8, W =2'
S N
be obtained from the City of Ontario and Upland.
6th St
0 >
0
23 CONSTRUCT ROCKSCAPE PER CITY STD. 542, CASE 1 -
7.
During the construction operations at least one 12' lane in each direction shall be provided for each
> G
° a
`3T'REET TREES SHALL BE IN.STt6,LL.ED O'ER THE NOTES AND LECGC --ND ON °
4th St rJ 24 SR E E T 14- 2 EQ .
direction of travel on all street at all times. The traffic lanes shall be maintained on pavement and
¢' Q
Q
q LEGEND C ASPH,4t i 1 L '1'Rl K PER STD. !03 (3 "OVE12 NAT.) 24-0 S.F.
shall remain unobstructed.
�> >
o N STFtUCT
-----' STA 30 +00 TO STA 32 +50
>
o
10 Freeway t- --
1J 7 CONSTRUCT 2" A C. OVERLAY PER CITY STD. 100 -A (NOTE: CRACK
8.
The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall
E
SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) NOT TO SCALE
take sole responsibility for the repair /replacement, at no cost to the City, for any damage to said
underground utilities, pipes and structures.
REMOVE EXISTING A.C. PAVEMENT
9.
Contractor shall verify all conditions and dimensions shown on the plans at the site prior to
commencement of any work. All discrepancies shall be reported for direction immediately to the City.
rWCINITY �fAP
COLD PLANE
10•
On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall
NOT TO SCALE
32' 32'
possess any and all contractor licenses, in form and class as required by any and all applicable laws
32' zs'
3g
c�Z A.C. PAVEMENT
with respect to any and all of the work to be performed under this contract; Including but not limited
30' 30,
to a Class "A" License (General Engineering Contractor) or a Specialty Class "C" licenses sufficient to
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cover all the work to be performed by the Prime Contractor in accordance with the provisions of the
1.5' 9' 21.5' 26'
2' _ PROPOSED
R/W L-A
Contractor's License Law (California Business and Professions Code, Section 7000 et. seq.) and rules
and r eg ulations adopted pursuant thereto.
EXISTING
CHNNLINK FENCE s
EXISTING SURVEY MONUMENTARON
7' 32' 28'
All existing survey monuments that will be disturbed by this project shall be referenced and reset by
0.00' COLD q
1 30' 26'
the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act.
PLANE DEPTH
VARIES
Monuments found by research of available City records and by field survey are shown on the plans
,'73X
EXISTING R/W - TO 2.20%
and described as follows:
VARIES 0-90% VARIES
2
❑VARIES
1 Found 1 IP Tag LS 4430 at the intersection of Grove Ave. and 8th St. (See Sheet 2 Sta
1
3.22% To 2.33% TO 3.27X�X
_ To 5.00% 1
._
EXISTING POWER EXISTING CURB_/'
0.5' 3.5' AND GLITTER
10 +00)
�_.�� - __
POLE AT STA 20 +82.05
I
Found C -Noll located on Grove Ave. at Stu 12 +21.20 (See Sheet 2 Sto 12+21.20)
EXISTING CURB_
AND GurTER
6 EXIST. SURFACE
VIES 2.33$
EXIST. SUR
nIT
1.25% TO 2.81% 6
❑ 3 Found 1 " IP Tag SBCOSURV of the intersection of Grove Ave. and 9th St. (See Sheet 3 Sta
}
23+20.58)
® Found RR spike at the intersection of Grove Ave. and Salina St. (See Sheet 4 Sto
o g < W
o
21 / STA 34 +50 TO STA 35 +50
MST. SURFACE
28+08.74)
a
�j
° NOT TO SCALE
2 6
Found 4 -PMS on manhole at the intersection of Grove Ave. and Arrow Rte. (See Sheet 4
6 ° STA 17 +00 TO STA 18+50
1 ANO3 REMOVE ExIsT. A•c. CaasTRUCT
Sto 36+42.13)
sHEET
RETAINING CURB HEIGHT p E S�(Z1 pT 10 N C IrY
131aT6 SIDEWALK', ORC 2uU8 W351 ROW 2oa8-00511 Z S- rp Fj
VARIES FROM 4" TO 8 ". TOP OF FREV
Found Bench Mark bolt in Concrete curb stamped "San Bernardino County 01687" at the
NOT TO SCALE
1 S1 ON_ ;. Ap .
OF RETAINING CURB SHALL STA 21 +00 TO STA 22 +00 SHEET 2 ADD DRIVE APPROACH, SHEET 3 ADD SIDEWALK, DRIVE
6
Grove Ave. Arrow Route. (Elevation= 1211.96)
BE AT OR BELOW THE Q
1 APPROACHES AND Ac PAVEMENT, SHEET 6 CHANGE STRIPINGS AND
EXISTING FENCE GRADE. c.oNSTRVeT SIDE 3 Oq�OS
southeast corner of and
J ADD S16NS pER NOTES 29 4 & 45 ��
�
NOT TO SCALE � Apo 3TRpET TREE s `�¢V !3 //��\ M
(( 0 C '%012' 00932 SHEET 2 REMOVE AND REPLACE RAILROAD MEDIAN
"1
32' 32'
30' 28'
ND .IQAIIJ wbls -_06*4
27' 22' 1'
Q SEE SHEET 4 (, -G-OS
3' 27_ 26' Y
FEATHERED AC
1.5 7' 23.5' 23' 7' 2' _
_ 21
7 18' CTIY
DESCRIPTION OF REVISION DATE APPROVED:
0.00' COLD
4ROTessioy CITY OF RANCHO CUCAMONGA
t. GUrc q�F
0.00' COLD
PLANE DEPTH 3 PLANE DEPTH
q
4�0 S
�
0.00' COLD I �:;' "' i� n ` QROFESS /+
VA 2S1j43X vattlrS 1.43X
' VARIES 1.78% VARIES z s5X
3
PLANE DEPTH 09 A j ��o J ti �� TITLE SHEET
tr £ J ` 4i Z
`� GROVE AVE
TO 2.35X VARIQ _
TO 5= _.-- --- -- '-'- --- --� 5' `�' x
AND GU CURB -� j EXISTING CURB
AND GUTTER �pl�. SURFACE ,// AND GUTTER
70 2.63% TO 2.85%
'_'_ ��
- '- - -_
1r� 3 3/ / * h �� c+
/J STREET IMPROVEMENTS
AR1E5 35 TO I1.47G39% TO VARIES 6X75% �qTF CIVIL y'��" No. 24953 m 1.9
TO 5.14% --- --�.. Of �A\1F% �� E„p. 12 -3; -05 /�
(
I
EXIST. SURFACE
AND EXISTING CURB
�j
`rT C1V11- �r
, \%� FROM 8TH ST. TO ARROW RTE.
It
4 I
I
\� OF IF ,
CAt
rL 5 r r 4
s 2
1i APPROVED BY ,� �, DATE:'27 y' " <'
r <<
o 5 g 5
(
6
4 CITY ENGINEER /i �'I k i,/,! RCE: 24953
d <
5
d 4 a g DESIGN PLAN PREPARED Y: RECOMMENDED
& CITY OF UPLAND
a a
w
PK CITY OF RANCHOCUCAMONGA a�
0 0 o
a
APPROVED BY: + I CIVIC DRIVE SHEi7
o 0 U
STA 10 +50 TO STA 16 +50
STA 19 +00 TO STA 20 +50
RANCHO CUCAMONGA, CA 91730
PK s
o $
STA 25 +00 A 29 +50 r OF
NOT TO SCALE
NOT TO SCALE
�-- CHECKED R.C.E. NO DRAWING NO.
NOT TO SCALE PUBLIC WORKS CTOR / CITY ENGINEER DATE MP DATE FIE No 2034
R.C.E. 54786 EXP. DATE 12/31/05