HomeMy WebLinkAbout2038BENCHMARK
Set 2" brass disk in cone. curb stamped 'City of
Rancho Cucamonga BM 10090 1987" at southeast
Cl--.J-[Y
0-F
CUCAM__0_,N._GA
comer of Banyan Avenue and Etiwanda Avenue, at
the curb return.
-RANC-F-10
Elevation= 1534.374
OF ETIWANDA AND BANYAN
AVE.N.E.C.
CURB RETURN
PROJECT
CONSTRUCTION
NOTES
0, -REMOVE
EXIST. A.C.
-CONSTRUCT
3" A.C. OVER 4" C.A.B. PER CITY STD. 100-A
.0
3o--
VARIABLE COLD PLANE 0.00' TO 0.10'
0 -VARIABLE
A.C. OVERLAY 0.10' TO 0.17' PER CITY S. 100-A
a
CONSTRUCT COBBLE CURB AND GUTTER PER CITY S. 105-B
TD
(i-
VARIABLE A.C. OVERLAY 0.17' TO 0.78' PER CITY STD. 100-A
GMNOM:
CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY SM. 104
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard
RANIM �iiQiirl
CONSTRUCT 6 THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-1
OR C AND TYP. DRIVE APPROACH OR SECTION B -B HEREON
Specifications for Public Works Construction, (Green Book), 2003 Edition and including the 2004
supplement.
RANCHO CUCAMONGA10
VARIABLE COLD PLANE FID"
FROM (Y TO 0.10' DEEP SW,�
&,_
SAWCUT
EXISTING
2. Public and Private utilities and substructures shown hereon are from available records. The
dF?
MATCH
Contractor shall be responsible for protecting all utilities and substructures as shown within the
E>asr ~� 3� d
11
ADJUST TO GRADE
construction limits of this and shall be responsible for any damage as a result of the
a�
RELOCATE
project
construction operations.
'e
CONSTRUCT HANDICAPPED RAMP PER CITY STD. 102 OR AS MODIFIED PER
Pro e t
- -
PLAN
3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities twoSite
14
CATCH BASIN WITH GRATINGS MND DEBRIS SKIMMER PER CRY
working days prior to construction or regarding any problems.
> >
� b'i
- - - - - - -ems - - - - - - T
00 000�o
STD. 301, 304, 305, 306, 308, 324 D 325, W=14% V=7'.
AND
Southern California Edison Co. - EMERGENCY ONLY 800 611-1911
.
,
15
LOCAL DEPRESSION PER CITY STD. 307, CASE G, H2-0.40 ,
Southern California Edison Co. - Andrea Wong 909 357-6518
Southern California Gas Co. EMERGENCY ONLY 800 427_2000
�r� �ro'
{
,d
'
caLD PLANE suRFA�
16
CONSTRUCT
_
Southern California Gas Co. Rod Duran 909 335-7583
,.
$
rn u _ �. g >
.�
Q
REi� AC Ll�r coLD PLANE
CONSTRUCT 18" RCP STORM DRAIN PER CITY STD. 341 TYPE 1, D LOAD
SHOWN ON PROFILE
; 4 ..v,r,
OPERATION m PROVIDE RAL DEPTH BUTT
Verizon Co. - Fronk Angustain 760 245-0330
Charter Communication - Jun Capalong 951 343-5171
d
Almond Rd
3
ui 5
ovERLAY.
17
TRENCH FOR STORM DRAIN PIPE PER CITY STD. 120
Cucamonga County Water District EMERGENCY ONLY 909 987-2591
Cucamonga County Water District - Russ silva 909 483-7440
F,
Hillside Rd � nA r
R
OVERLAY JOIN DETAIL
18
19
CONSTRUCT SPLASH CURB PER DETAIL A SHEET 1
CONSTRUCT ROCKSCAPE PER
wig°n "v
w ilVilson Av
CITY STD. 542, CASE 1
4, The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho
o
Banyan Sf _ V
NTS
Cucamonga Fire Department and any affected school district, 72 hours prior to construction-
Route 30
indicatin a detour and/or road closures.
g any /
'� . o
under construction)
STRIPING
NOTES
5. For inspection of this project, the Contractor shall contact the Public Works Section at (909)
19th St
Highland Av
25
PAINT 8" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD. 133
477-2740 ext. 4075, Monday - Thursday, and at least two working days prior to the construction
ti4l
26
PAINT 12" SOLID WHITE CROSSWALK UNE
start date.
Base Li to f.
ase %i Rd
27
PAINT 4" DOUBLE YELLOW CENT'ERUNE WITH TYPE "D" MARKER PER CITY
6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or
,�
i � 1
;
LEGEND
28
1
STD. 33 AND CAI -TRANS STD A20A DETAIL 22
PAINT LEGEND SYMBOL OR ARROW TYPE IV OR VI PER CALTRANS
encroachment within any City of Rancho Cucamonga easement or rights-of-way.
_ _-,`
`BI
(S.A.E.)
REVISED STD. PLAN A24A
7. During the construction operations at least one 12' lane in each direction shall be for each
Foothill B�
f o o�iit
29
SANDBLAST ALL CONFLICTING STRIPING
provided
direction of travel on all street at all times. The traffic lanes shall be maintained on and
Arrow At
Arrow Rt
MIN. 0.10' A.C. OVERLAY PER CITY STD. 100-A (NOTE: CRACK
"NO
pavement
SEAL VISIBLE CRACKS 1/4- OR LARGER PRIOR TO OVERLAY)
�
INSTALL R26(S) STOPPING SIGN ON NEW POST PER CITY STD. 401-B
shall remain unobstructed.
gth
10 Freeway >
'"
REMOVE EXISTING A.C. PAVEMENT
31
INSTALL R81 (B) "END" (RED ON WHITE) ON NEW POST PER CITY STD. 401-8
8. The Contractor shall famiriarize himself with all underground utilities, pipes and structures, and shall
- '� 6th St
32
INSTALL LOOP DETECTOR PER LOOP DETECTOR PLACEMENT ON THIS SHEET.
take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said
underground utilities, r and structures.
r9 pipes
r
>
4th St
COLD PLANE
SEE SHEET 3 FOR LOOP DETECTORS LOCATION
9. Contractor shall verify all conditions and dimensions show, on the at the site to
t9 >
> Q
d
Q
plans prior
commencement of any work. All discrepancies shall be reported for direction immediately to the City.
Q -. _
_
10 Freeway
SPECIAL PROVISIONS:
A.C. PAVEMENT
Y
1. PRIOR TO OVERLAY, APPLY WEED KILL MND ALLOW TO SET FOR 14 DAYS THEN ROUTE ALL CRACKS 1/4w
10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall
Z E =
3
OR GREATER AND APPLY
CRACKSEAL
REFERENCE CONTRACT SPECIFICATIONS 302-11.1
possess any and all contractor licenses, in form and class as required by any and all applicable
= 4 i
w
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 the Prime
VICINITY MAP„
Contractor in accordance with the provisions of the Contractors Ucense Low (California Business and
2
6 2
Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto.
NOT TO SCALE
18' 18'
1/2"R
A
ts' te'
1/2"R
9' 7'
9'
7.
EXISTING SURVEY MONUMENTATION
r�
N
All existing survey monuments that will be disturbed by this project sha" be referenced and reset by
the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act.
6
GROUND
GROUND
Monuments found by research of available City records and by field survey are shown on the plans \
3:1 MAX VARIES
6
and described as follows:
1.44%
\ V,q�
�
\ TO 3.75X Tp 2.44X \
4'8 VqR�
`ZX FS 4.7
VARIES -0.88% VARIES
ES 1.94X V
\ 3:1 MAX TO 1.7596 TO 2.67Xf5
cD
ElFound 4 -PMS on manhole at the intersection of Etiwanda and Banyan Ave. (See Sheet 2
Sta 10+00)
"City
i - --- � Te`Qox Z - -
7 �'GUTfER 6
-�
�
1.
To .5.14% -T Extsr cuRe -
do GUTTER
SECTION
A
A -A END DETAIL
2 Found Bench Mark set 2" brass disk in cone. curb stamped of Rancho Cucamonga BM
2
EXIST. SURFACE
10090 1987" at southeast corner of Banyan Avenue and Etiwanda Avenue, at the curb
EXIST. SURFACE }
1
return.
o 43 9
43 0
SPLASH CURB DETAIL A
aFound Bench Mark set 2" brass disk in conc. stamped "San Bernardino County Surveyor
c�i
n o
0 o
NTS
1997" at northeast comer of Banyan Avenue and Etiwanda Avenue.
b w
o zw
oa
oa
STA 10+68.42 TO STA 11 +50
STA 11 +97.50 TO STA 13+00
NOT TO SCALE
NOT TO SCALE
SHEET INDEX
18' 18'
1. TITLE SHEET
917-
DESCRIPTION OF REVISION DATECITY
2. PLAN AND PROFILE
3. TRAFFIC SIGNAL MODIFICATION PLAN
�
CITY OF RANCHO CUCAMONCA
4. STRIPING PLAN
s'
VARIES 1.44X
TITLE SHEET
SARI 2.44X
TO 1.75X TO 2. V'�/fS -
67 TO 4•
10.5'
S W VARIES AS SHOWN
/
N.E.C. OF ETIWANDA AND BANYAN
X
- 5' 14. 1.1 1' FROM FL TO
EXIST. CURB
do GUTTER BACK OF D/A
4' MIN ON THE PLAN
AVE. CURB RETURN PROJECT
7
, oqo To 12% MAX.
07 MAX.
2�
Underground
SerVICe Alert
....................
2 EXIST. SURFACE n 43 9 ROADWAY ... F ESS
o w SURFACE - 6 NEW P.C.C. Qa0 O,y,
o o W s" PLUS CURB TO MATCH EXIST. ��v �� a
APPROVED BY: � DATE:✓�-
CITY ENGINEERJ/4,< <il' `��� 1,�� =- RCE: 24953
3/4
LIP (1/2 R) HEIGHT (MIN)
Z
Call: TOLL FREE
o
h 3�v
"
°"
PLAN PREPARED BY ,,�
1-500-422-4133
NP. DRIVE
No. 24953 Z
APPROACH W
PK CITY OF RANCHO CUCAMONGA JAD
oc Exp 12 -31 -OS
NTS � *
10500 CIVIC CENTER DRIVE
�� sH�r
TWO WORKING DAYS BEFORE YOU DIG
STA 1 1+ 5 0 TO STA 1 1+ 9 7.5 0,
Civic-
RANCHO CUCAMONGA, CA 91730
PK 1 4
NOT TO SCALE
OFCA1.%F�
of
CHECKED DRAYPING N0.
Rc.E. "°
MP DATE FILE NO 2038
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1 - - - - _ _ _ _ _. #- _ f - -_ a ; _ "City I
r _ , CURB RETURN : -�----�--- - -�-- --�- - I--�---� --� - t Set 2 brass disk in conc. curb stamped
! {(j} - 1i{}. -j}- �1__! _ -.� _ .__ _ -- - - _ _ - -- -- _- - - - -- p City of
_ _ : _ - - �r
-----j _ -- _ - _ , _ {- - ; - - - - _ _ _ _ Ranch
$- - - - - -- -- - -� _ �. -L. - -- ---L- -. -- - - -- -- _ . _ # _ _ - - l 1 o Cucamon a BM 10090 1987 at southeast
_ , t 1 _ , - _ _ _ - _- - - --
- - _ _ _ _ 1 _ ._ - _ _ r _ ; - t - corn
4 # ___ 1 3 _ __ _ _ _ -__ : _ a _ _ _ _ _ comer of Banyan Avenue and Etiwanda Avenue, at
_ _ I 4 4, i - _ - - -- _ ___ _ 1 .. _ _
-- -- -, - _ -, - -1 -- - -- -- - - - - _ - - -
. , , -- �- --# - - _
1 - - - curb return
- - . _ #0 . I --_ - 1. _ -
the
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.%
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- - -- --- 3t - --- _ - - -_ _. _ - - + _ . f CONSTRUCT 19.91 LF
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10+00 11+00 12+00 13+00
• STA 28+24.75 1,,22'± �1 't - I.- 26't
1.CONSTRUCTION NOTES
1.Y: I Q
SEE OVERLAY JOIN I ! o
! 1 1�- REMOVE EXIST. A.C.
N�z 4W DETAIL SHEET 1 '' it
N 6' I Q I 22 CONSTRUCT 3" A.C. OVER 4' CJ1•B. PER CITY STD. 100-A
I ' STA 28+08.75 s n I I + - I I I = 3 VARIABLE COLD PLANE 0.00' TO 0.10'
,;c s -4 t I #, I V- 1.02 FROM FL TO Q Z
Q ' 3 JOIN AND RESTORE EXIST. W BACK OF D/A I I I i _ a 4 - VARIABLE A.C. OVERLAY 0.10' TO 0.17' PER CITY STD. 100-A
O<- 1 16 =O
Iw �` 4 14 15 16 q D/W (W=12f) 6% MAX. l � w � 55 CONSTRUCT COBBLE CURB AND GUTTER PER CITY STD. 105-9
`► f STA 27+96.75) C.B. U STA 1 1 +70.90 I .... - - -- - - - i w m a_ 6 VARIABLE A.C. OVERLAY 0.17' TO 0.78' PER CITY STD. 100-A
tftft !K II r W=14',V=7' D/W (W=27t) cn
O 4 i . ` " ' , 8 ROADWAY I 0 9 �y1 �t 7a-- CONSTRUCT TYPE (A2-8) P.C.C. CURB AND cu1,ER PER CITY STD. 104
....
STA 10+83.60 -----... N (A W
® 6" GRADE EXIST. DIRT - "
O L A I
SURFACE g" PLUS CURB TO MATCH PCC I Q B �• B Z CONSTRUCT 6 THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE
O SEE PROFl�E SHEET 2 STA 27+84.75 U 8 3/4" LIP (1/2" R) HEIGHT (MIN) z o R-1 OR C AND TYP. DRIVE APPROACH OR SECTION B -B HEREON
O) B.C.R. 1537.76 TC (12"CF) co 17't - I 99 SAWCUT
I : �' l�1 i 11} 5 11 U SAWCUT TO THE 10 9 SECTION B B CONSTRUCT D/w ( 19t 10 MATCH EXISTING
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