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V T T,V` 4 TITLE
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings n h
STREETe UV Nun 1 2 IMPROVEMENT PLAN
Standard cifictions for Public Works Construction, (GreenBook), 1994 Edition with
suppliments.
3 STORM DRAIN PLAN
2. Public and privateutilities substructures shown hereon are from available - records.
AVOW
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MINI Arll AM
AM
contractor shall r on ibl for rotctin all utiliti and subtrtur
shown withintheconstruction limits o thisproject and shall be responsible 11~for
y N 171 UCA.M%A"J11" -,NGJh1'a% ,,
Th
es
uas RA- CNINIO_
damage result of the construction operations.
CONSTRUCTION
r
NOTES:
.
The contractor shall notify UndergroundServioe Alert 1-800-422-4133 and the following
utilities two working days prior to construction or regarding any problems.
__JL1 HILLSIDE D Q)- WCUT
SouthernCaliforniaion Co. C Q } 3 7- 223 ILSo AVE
24TH ST 1 WCUT 0.10'
SouthernCaliforniaaCo. ( Q9) 335-7744 -- PRIOR To COLD PLLIJ
ANE
Verizon Communication OQ} 4 - 347 BAN NST IF Q KTA SUMMIT
inspection U PARK mN AV
CucamongaCounty Water District 09) 7-2591
4" A.C. OPVOERRTIO4N" CO.AF.A°
REMOVE'Charter Communication HQkND AVE09} 8Q-Q231 3Q 3 REMOIST. -1/ ,
1: C. 3PAVSEDM
CHANNELT AND LINEN INCLUDING U
DIN L P
COVER,
STMetropolitan star District o INLETALL AND REPLACE WITH CATCH SIN, 181* PIPE H. ALL AND 24" RCP P
ER HT. 3
4. �TORI� REMOVE PORTION OF XI CC = GU ID ALL C.vIFor of thisproject, the Contractor shall Contact the uric Works Section
BASE LINE RD 5
a 477-274 Ext. 341 t working days prior t theREMOVE EXIST. UI
required date. ILS (APPROX. LOCATION, FIELD LOCATE)
Y910 PROTECT IN PLACE (NOTIFY TILL OWNER IO CONSTRUCTION)
HURL ST RR 'w1'
. permit II obtained fromthe City of RanchoCucamonga, prior to n
7 ADJUST , FH, . TOG (NOTIFY UTILITY OWNER)
y .. �construction or encroachment within any sty of -Rancho Cucamongaright-of-way. FOOTHILL BLVD �� CONSTRUCT " Cu AND ( _
) R CI TD. DWG. N . 1 a4
w 66
>
, prior
(!I -CONSTRUCT ' SIDEWALK
K
6. C
LIJ I . NO. 103ww 10500 GI CENT contractor shall notify theit f Rancho Cucamonga olioDepartment, T it ARROR0 wBNSF RR CON T uCT DRIVEWAY WITH 3 ' IV APPROACHED E
CITY SM.RanchoCucamonga Fir Department n n affected school 7 Ur to constructs indicatingany detour and/or r closures. DW0. 101 AND "
PCC -DRIVEWAY H0 ON AIL ''C"
Q = 11 REMOVE PORTION OF AC PA A RE-CONSTRUCT 3" THK. A.C.
6TH ST w 12 CON UCT LO DEPRESSION C " " PER C . D A=
O. 307; A=8 .62s, B=89.37
7. Contractor II by "Class Contractor Licence. _ C= s.71 Da =
� , = .05, E 89.709 —F- 9. =90.289 _G-90.2 H=
4TH ST 13 REPAINTI DOUBLE YELLOW LINE TO MACH EXIST STRIPING
1 PROTECT STRIPING9 PAVEMENT MARKINGSD SIGNING
• • C 15 OV EXISTING . P.C.C. CHANNEL INCLUDING L T COV
All existing survey monuments that well be disturbed by this project shall be referenced an
s INLET EEL GRATE AND FILL VOIDS WITH 0 IN. COMPACTION.
reset the ons ruc ion Surveyor in accordance with action 8771 ofthe Calilfornia1 CONSTRUCT PIPE HEADWALL WITH STEEL
TE PER DETAIL ON SHT. 3
Surveyors Act. Found monumentsr shown on the lens and described as follows: (NoneFound) "
0-1 qr—1 Av% S 17 I 1 DIA., 5 L.F. RCP9 1500 D
BENCH MARK:
T`Y'rPff_%IUA""ALr ;&E31N1`R-4k URU
CONSTRUCT CURB OPENING CATCHSI PER CITY STD. DWG. NO. 300
° 10058 ®, BRASSI LOCATED T THE TOP OF CURBAT THE. Q T H W=149s V= 4.48, WITH LOCAL DEPRESSIONC EA (SEE NOTE O.1 )
CORNER OF BASE 1 CONSTRUCT 11 L.F.
I I L V ' L. 1350-014
3' PAVT F. " RCP-1500 D
20
CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY SM. DWG NO. 331
_ 24
it T= 5.5"t C= 4 9, A=±138* ( ILD ADJUST ASNECESSARY)
1 GRADE TO DRAIN
22
.-- - ...9 �
..�._� 2 INSTALL L.F.
D "B" PER CITY D° DWG. 6021
CO C. FOOTING: DIA.=12"09 DEPTH=1 "
7*67
RELOCATE ( Y UTILITY
CO.)
STRIPING GENERAL NOTES -40 -20 0 20 40 24 CONSTRUCT MANHOLE NO.1 PER CITY STD. DWG. NO. 3189 H=4% M=12"±
1. All details and dimensionsfor traffic striping and markings n the Installation thereof shall conform 2 0.10' CO P D 0.10' A.C.t Clr ns, 13+19Y
Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City Standard plan no. 133, unless otherwise approved or directed 2 CONSTRUCT T MODIFIED DIV POACH - I D. DWG. O. 101,
y the City Engineer. N•T.S. I SIDEWALK As SHOWN ON PLAN
27 --GRADE TO MATCH EXISTING
2. Procedures for painting of striping n pavement markings andInstallation of pavements markers shall 10' PAVT 28 PROVIDE COC. SUPPORT PER
CCWD O • 32
conform to the Standard Specifications for Public Works Construction and the following provisions. 29CO
°- N UCT CURB DRAIN INLET II WITH GRATE PER APA STD. DWG. NO 150-20 INCLUDING
A. II pavement markingsshall confer to thecity maintenance stencils,, ( .Aa ) IJnI otherwisenot 3 EA. O ION PIPE WITH 31' LENGHT AND 3 EA. OF CURB OUTLET
B. All oonfiloting traffic striping an 1.2®7-3 S= 1:3 MAX..82q
pavement markings shall removed by T SANDBLASTING. 5go_6.3 �� _ 4.80C.
Sufficient control points and spottingremoved urin sandblasting shall be replacedrior o Installation _._
f stri i n markings.
P
�o' lit t t,JA l t 1-WAr.ol
D. II control points andspotting removed urin sandblasting shall be replaced prior to installation fFILL RT
Lt�� ?E 2 ►
striping n markings, -40 -20 0 20 40 CHANNEL
E. All control point �and spottingshall be Inspected n L
proved y the City Traffic Engineer r rior o q� 01
installation of new or replacement stripin and markings. STA. 12+30 +
b
F. All striping n pavement markin installed on new road surfaces shall be approvedlow VOC type, N.T.S. DESCRIPTION OF REVISION DATE crnr
e
15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the EPL
Y R/W
first, unless otherwise noted. 33' R f W (TYP.) CITY OF RANCHO CUCAMONGA
g. All thermoplastic striping and pavement markings shall be Installed In one coat and be 10 mil thick ( r
__7
unless otherwisenoted. (dry), 22' TO 24'
10 PAVT TITLE SHEET
2AME���
H. Under no conditionsshall roadway be left over night, ns r holidays withoutappropriatetri in , S
p
and markings to the satisfaction of the City Engineer. EX. SURF.
S-_
1.3 MAX.
I. All trafficSTREET AND STORM DRAIN IMPROVEMENTS
tri in n �,gp�--2.0 � �_ a
pavement markin shall Inst ll it II appropriate permits and trfflc control
NORTHOF ROBERDS CT. TO 450'
measures, In accordance with the cityand state standards.
??"l S% APPROVED Y:
-40 -20
.�
0 2 8 rrn.70
40 0 � 0 7� CITY ENGINEER ��% RCE.
J. Temporary or construction striping and markings shall be in accordance with the city and state standards �,
El Y R/W ,cs,�- w �'� ✓
an a directed t CityEngineer. N PIAN PREPARED
RECOMMENDED
Street a i II installs r City Standard Plan o, 401_ W
3. No. 24953 r RD CITY OF RANCHO CUCAMONGA
M Exp. 12-31-01 IV
D 10500 CIVIC CENTER DRIVE
. Traffic Signs II Installedper sty Standard Plan 01- 11 + 01C � RANCHO CUCAMONGA, CA 9
1730 SHEET
N.T.S. cA``F CHECK
R.C.E. NO DRAWING NO.
DATE FILE NO
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11 +00 11 +50 12+00 12+50 13+00 13+50
-----1 o' 10.0' --;=z.O-I------6.5° 4.0' --(-- 10,0'
4"/4" AC PAVT. C&G a D.A. S/w 3" AC PAVT.
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SECTION A-A @ D/A
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STA. 11+50-13
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EX. 36 RCP REF, PLAN
ui I `\ SBCFCD 1-409-4 ` �
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CONSTRUCTION NOTES
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00 0 7 L:
1 Xo
00
39
8 2GUT
C-i
�Ncp
a1A CUT 0.10 PRIOR To C0 PLANE tAIN EXIST. AC PAVT. 9
AND CONSTRUCT N:
REMOVEPORTION O A.C. PA A 14 b, My
I
DESCRIPTION OF REVISION
"TRA KS OUT OF SE VCEP :„ A.C. OVER ” G.A. MATCH EX1 1 29
0 D- >
3 REMOVE EXIST. 2-1/2 X ' SDCHANNEL LINE INCLUDING L PLATE COV MATCH EXIST EL t88•sa I SEE SD PLAN (SHT. 3) '
IN D REPLACE CATCH IN, 18” PIPH. 0" CP PER SHT. �8 � A.C. ®ox( P \N1 ffY u'w&F RAN C CAM
188 INV. s N I \ mx 4
(D4 - REMOVE PORTION O I C CURB, GUTTER* SID A , C. 10 I `J
REMOVE EXIST. I D RAILS (APPROX. LOCATIONO FIELD LOCATE)) � U
�
� b" TREET IMPROVEMENT PLAN
w }
PROTECT IN PLACE (NOTIFY UTILITY OWNER PRIOR CONSTRUCTION) LL- cn
I � t Tt "
, v
ADJUST , , FH, C. T (NOTIFYLI 57<OWNS ) t N
T 0 A v N u
'T E E
ENT sk'p
CONSTRUCT 8" CURB AND GUTTER ( - ) PER CITY STD. D . 104
O L'
9( ) CONSTRUCT-�° ' SIDEWALK . DWG. NO. 103 ; ' 0
i
EN
FROM ® ® _
10
CONSTRUCT DRIVEWAY R APPROACHED cn c� al:
0
DWG. O. 101 C AY SHO O L "C" ® a Q r- ~ '�.' o APPROVED Y° ATE.
". ,Q r' �'
11 REMOVE PORTION OF AC PAVT AND RE-CONSTRUCT 3 THK. A. NLo N
a � w
° 4 A.C. OVER 4 A CI ENGINEER RCE: 2 53
�n t`� + 1 s T. .
CONSTRUCT L0 DEPRESSION S "A" PER D 07; A=89.62, - .37, ® + �' + -�' ':.'� +
12 " w + r �' r W • T— DEM
PLAN PREPARED BY: C D
C=89.71, D=90.05, E=89.70t F=89.829 G=90.28, G=90.2 , H=4 •- . ® i „� ca �44 �+ v 4 ,, £�; '$
13 PAINT EXISTING OU YELLOW LINE TO MACH I STRIPING ( A. 11+00 TO 1 +50) Q � ` -i �►F-m �, r �- A.C. OVER COMPACTED N ATI IRANCHO
F- F- cn W to cn Ca .c,� EEr
10500 CIVIC CENTER DRIVE
14 PROTECT IPIN , PAVEMENT MARKINGSD SIGNING u'
1Q 26 RANCHO CUCAMONGA, CA 91730 SH
21
2
AM m EOF
G TO DRAIN
27 GRADE TO MATCH C :1MAX.) 0.10 COL LA 0.10' A.C. OVERLAY 25 0.10' Co PLANE AND 0.100 A.G. OVERLAY rc T T jqT -ro LT � � C.E. WNG •
- PER CI 01, CONSTRUCT CURB DRAIN I II A . . 150- SN qIcJP�T E�oP CONSTRUCTNo MODIFIEDI APPROACH P . @r--INCLUDING
3 EA.-4"0 CAST ION PIPE WITH 319 LENGHT AND 3 EA.-4"0CURB 0 12k�
WITH 3' SIDEWALK AS SHOWN ON P
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