HomeMy WebLinkAbout72 BENCH MARK:
U. S C. a G.S. H-I
S.E. CORNER OF BASE LINE B TURNER
PER G.S. FIELD BOOK 4014 PAGE 362
ELEV. 1322.35
T . ,4 1
CMTRUCTICN NOTES
I� REMOVE EXISTING PAVEMENT. CURB. BERM OR WALL (TYPE AND LIMITS AS INDICATED).
2- REMOVE EXISTING TREE
REMOVE EXISTING P.C.C. DRIVEWAY.
4. REMOVE EXISTING FENCE.
5�-EXISTING UTILITY POLE TO BE RELOCATED QY UTILITY COMPAiif
RtNETEENTHST.
(G. -
. RELOCATE EXISTING MAIL BOX.
PROJECT REA > ( 7.,�-RELOCATE EXISTING SIGN.
RAN HO a v RELOCATE EXISTING WATER METER. f
z B• t
CONSTRUCT B" P.C.C. CURB AND GUTTER AS PER CITY STANDARD 302
S.P.R.R.
u m `n `0 CONSTRUCT 6" P.C.C. CURB AND GUTTER AS PER S.B. COUNTY 116
I
BASE L E II C014STRUCT A.C. DIKE AS PER S.B. COUNTY IIT 1
12. REMOVE EXISTING IRRIGATION LINE
i CUCAMO A 13 RELOCATE EXISTING SEWER CLEANOUT (BY OTHERS =T
ri -
lY RECONSTRUCT DRIVEWAY AS PER DETAIL SHOWN.
QQ`! CHURCH ` ST. ` _ 15 CONSTRUCT P.C.C. SPANDREL AND CROSS GUTTER AS PER CITY STANDARD 303
i �' 16 CONSTRUCT 0.25' A .C. PAVEMENT OVER 1 .2' AGGREGATE BASE OVER COMPACTED
NATIVE SUBGRADE (SEE TYPICAL SECTION)
J
z W 17 CONSTRUCT 48" HIGH CONCRETE BLOCK WALL AS PER S.B.COUNTY STD. 301
Uzi _ a CONSTRUCT PARKWAY RAMP AS PER CITY STANDARD 309
FOOTHILL "vv19 CONSTRUCT P.C.C. SIDEWALK AS PER CITY STANDARD 309
F_11 Y0 RECONSTRUCT EXISTING IRRIGATION SYSTEM, RESOD 9 REGRADE YARD
AREA BEHIND WALL
IF201 CONSTRUCT 0.35 A.0 PAVEMENT OVER COMPACTED NATIVE MATERIAL
W/3' FEATHER AT JOIN TO EXIST. LION STREET PAVEMENT
22 CONSTRUCT 0.2I' A.C. SIDEWALK OVER COMPACED NATIVE SOIL.
&W/3'
CONSTRUCT VARIABLE THICKNESS A.C.OVERLAY QIO'MNV.
VICINITY MAP FEATHER TO JOIN EXIST. BERYL STREET PAVEMENT
NO SCALE
�' OR/t/EN'�IySEE
Zocgr oRV LEGEND
vAR/E-s
D � � rLs-x P. C.C. O/RT� XfP
442. 5 7' S Df?/VE SE PLANFDP CONSTRUCT A.C. OVERLAY
rrP,E -
In
W �
PI//"r WIDTH t�,9�P/ES Y,4R1ES G:5 �� CONSTRUCT A.C. PAVEMENT OVERLAY
22.5' TO 32, .0 TD /3.5' SOrVi� B" �� 0� un W
Z CONST OVERLAY 1Wr-S./ 0RFL.47'rM3' o
l FEATHER J. P� -� CUT OR F/LL AS �iE60N//K 'C.r �?
REMOVE EXISTING PAVEMENT
O O/RECTED B Y Q
�V�Q W kk
THE ENG/NEER EX. DIP /5 P. C.C.
NWHEPE w.4L L TOSE REGRADE /F
FUTURE PVMT O./O� 5 N CCN5TRUCTEO W __
OR A
FL TTER FO D I'D
CUT OR/c/L L 4s, :
S � s
IQ
1RFC7',F,0 BY
�. .
0.33 ►� Z �NE ENG/NEER \ �� /5�ND/CAT ORO/V P AIV \\
- �V
CO/VSr. 48"N/Gf/BLOCK ! `y
CONST. D.25',4 C. Pt/MT.
WWI- FiPOM STA• ?9,1/9
DYER /.2"AGGREGATE TO 29140STA. Z9,,G2 CURB LINE
BASE DYES? COMPACTED TO 30 ,'-,?2, .5T.4 30-0-42NX I
/ /YJA TER/AL TO 30 f 93, �` .9/t 6B ro C.'C.C. CURB ,'GUTTER 3 3
O f SG L/0/V .S r.
iP MOVE ANY EX. DRI VE-)
E
BASE LINE WIDENING PAVEMENT
FROM STA. 27 + 27. 72 TO 31 + 68. 75
SCALE= I"a 2VERT.H°RIZ.
I DRIVEWAY RECONSTRUCTION DETA I L
NOT TO SCALE
CITY OF RANCHO CUCAMONGA
�. BASE LINE WIDENING PROJECT
BETWEEN BERYL ST a LION ST.
VICINITY MAP, CONSTRUCTION NOTES,TYPICAL
PECIAL NM FROM PRIVATE ENGrN Elc To CONTRACID SECTIONS DETAILS BENCHMARK a LEGEND
Contractor agrees that he shall assume sole and complete responsibility for j& site
conditions during the course of construction of this Project, including safety of all persons CITY ENG ER R.E. NQ 15033
and property; that this requirement shall apply continuously and not be limited to normal
working hours; and that the Contractor shall defend, indemnify and hold the Owner and ASSOCIATED ENGINEERS
the Engineer harmless from any and all liability, real or alleged, in connection with the A.G.B./W.L.S. 316 EAST "E" STREET
DTE
performance of work on this Project, excepting for liability arising from the sole negli-
gence of the Owner or the Engineer. ORA" ONTARIO, CALIFORNIA T
A.G.B. Yukon 6-5818
Ci►FXrD R.C.E. N0. 21104 Ot>l 3-NO
CITY DATE !.` _ BU FlL.E "a 79-44A ?2
_ ,,._.-, . -- __ - ..w_, _.�. ..
� . r
I. _.
. Q , . � I __ ,. _ _.. _.., _
1 b
* _ _. --
' 1✓ _ �� _ .
Q .
I
0
N
Q . : _
h
O th
h b V v / = ,9. 08 i , Z .
Z _ _
% \\ � � V _
V l
0 * M i, _
a ` 0
o i
}
3
_ �m ? , _
.
W m . o �, lI -1 -
ry h
I
, < _ .. .
}
E
` < _
\ -
3
gg F
... <.
,
<
• :
:
< •
<
<
<
;
i
I
i
L
}
.� \ ,
o � W � h i < _
,
.
11
< <
�, , I f ,
,
19 , 11 __ _
ti -� �. <
<
N
IN
.
h1 \
<
. I < _ .
+ , .. .. M . :... .- , S 1 I
'\ O < f
{ 1- 1
:
,. : ,
11 O _
e
_ - I Z. '
< , -0lzi .. : . , ... .. ... .. .. l
1.
�111
<. :
.
,
{ F\
`. _ ,
o E
<
7 , A < .. ., ., ,.
1111 0
E
I
.
'1
I
< _. _ _
f h V , 1.
, < _ , , .. < e. a :. , .. E }
\ _ : >.
`, A
Q
a
�1
r ,
¢ _ F .�T a o sa
8 XJ GR UN Gm UT
ti 36 h'
4
10 0 , \ I4 .
ti
� O
_.
O ti �, o -
\ � ry I g ,
I
_ ,
.
.
�O _ _
t\
<
.
. .,
. - . .. . _ _ _
h .
;. � <
, . . r _ -
1. __ _
N
. .
< ,
. .
_ < , ,
e
!
•
<
,
y . �..
< e < , .. ,
l <
4
,
I ,
i
, ,
.�. ..
<
1 I
i
1. < <
,
.. __ - ...
< <
I .1
. R i , 4 ( 11 q
: t .
,
r
. , . . _ -
. _
`.
. ..
- . , L < -11 I ..
! .
: /Ob ,
V. C. ,
-- _ , I
. I
\ _ _
,
-�
Y• P/. = 92.64 .
,
fifi
�1
\ _
�V �
. . _
, a , {
<
1.
1.
I' ll
<
S
I
I
a
< ,
<
q _ i
N
. . . V �
<
t 1 .
,
1.
&9FH P.!.
. SE�YI YF EX _ V �3T
< ,
< , I h
> 6 < .. <
<
< ,
Z p 4 . _. . . .
�\ -� ,
< 8 , qo .
011 11 I
V _
: ,
,
<
<
<
N Y.C:•30
O L� Lei I
: W
,_:
1 .3
: , �
b
1
i
� I i I - - I I -0 -0 - .1 � - I i1 - 1 I � I
. I - . 1� '4c� --N ' , � I 1�I � I I I I � . II . I I I � : . . I - I � I I i14 0 0 20
4
I . � I I , - . ,
� , " w °° o o fi
< I TOP OF Cll�PB b () O L 0/4 _ �1 , . : , .I I
� . I Z
,
O 4i
Com' .
?- h , , , -,
r , I ..
i O � . ry
_.
Q
SOUTH `� C} RETURN 'r % < - - < O ,�
„ ti hi
.. 3� W M
O U 1 . 0 �. IO\
_ _ a „
l ` . . _ d O �p ._ __ 1. O .
\. @
a � � b
\ \ N O p � �
E N p
f
_
> E
< <
0 < . : V � < .
N
l�
- < ,
< \ , . \ < Qi
. c < .1 I
<
01 f I. ,,
�\ �1. \ I < <
�` } .� ` p
- - < ,
£ a^
V
.. , I _
.�\.:
<
,
0
11 _.
. , -3
`9 }�
:
q �.
ri 0i m
.
< < 1. <
crs ---
,
\ _ cb a> 8
M
< \ v' o .�
� ` W _
_
t J
< ,
-� TOP OF G`U1PB .
,
< ,
< <
,
<
<
< ,
<
: � ti
��� .12 O T �.
r, hi
S U
\ EX/ST. 42 a e i
0 to 4 _, _ \
X390 _. I3 � 0 fi40
< 1 .
9 �
LANE e
, <
I I <
.
`, _..
`K` _ <
9
,
t, - �;
l < ..
. 2
t
. < . �, < .
V
/�vi
3
i
<
1
-11; d
! <
,
: '� . <
_ _
>� ,
. .. .
' `0
�� _._
,
.`�`
; .
V e ,
I<
J
<
V
i < ,.
4 '{► <. ;-
< - - - . . .
� 11 \I
Y j +
P.
\ I I
f
<
<
E
I i
4f
• 1 - - ....
\ I
V< <. - , : : ,
.. - < , ... * /yam' . .. . .. ... S. _. .. .. : . i . ..
: i ??Y �/
1.
I - ..... .... .._... .... .. .. .. ..... .... .- .. .. ...... ... -.-.-: - . > ..._ .. .. ..
. i , . , N _. % R
1.
1 .
YLT
E _
8
o .
:
tq
I iE y ..., � . ,
- I . i > -13
� - I
I - I ..l. . I I - I I �
� I ; � .. 1.
: v � I
o .1
:
I - I . 11 :
! , - , ,
t . e I - 11
t �
>
11 I I �
.1
I - I
I . I
1 . 11 i I I : ! ' ' ' -
� . I I I I
I .
' I
- - i . I �
I -
� -1 : '.�, :.,l -!-- -
I .
i I
. �
11 I 1.
e Itt) PROR LE�1 ,
- I � I
,: I : I I �
- 11 , -
. �
I � i- : ; , - I , - < ,
. . . I . . � � q � I ! : I - �" � I I ICA "'O'
- I I I S - � I -1 ,
- I i -�� , -- i - .-:' ,
S lE
S
I 27 28 29 30 31 32 _33� o
P LAl.
I � SCALE I = 4d
CURVE DATA
I
cn N0. R 0 L •
J OI 20' 900 10' 4!5" 31.48'
>- �2 20' 90° 00.00" 31.42'
w cn
o P1.
6
� Q
66' II 11 �`.
J.�-* I P1 II to' I. 2x I
I I 3
N
/8" /,6 - �� 0 /8' \� � �11
I I . x lh IIi'' bI I21 II I II ,
A ' Il
/ I IL /I I �
-.---j
/ L- -J \ _ /
- --- __- -l=/- �\ J- - - -- -- -' - - - - - - - - - - - - -- - - - - - - _ - - - - - -- -�- I - - -_ _ - _ - -�- -. -_� - -- --- -- - -
Sg• ) SSI }'
7 / --D/KE - / W4�: �
LL
N /6 i2" 2 // 5 +� ¢ 2 ks' 2, 2 9 /6 2 B ,�� /2OACAERM / C 4 ZO . / cuPB 5 3 P,CC. t / A.C. M
'ho - - -- - - _ o h / 8 3 P.CC. 6 A /7 �I -
��°b0), 0 �` - 4 . , � � R -- - e9 3° f �. F��� E. Ir S19�A
- - --- (I5 -r ,-- -_o--0 -�� - _ _ _
- -- --- - ----- - - - --
tr 1 F` _-Y_ten - h` 6N T Ti•' _ _ - �x _x s , h 5' fll� Ik;5) " qk _ - -1- - - -- 3- �;.,`--k- ^C o�� N .6--1 � - rZ PI - 4 � �- '/m ,1�®. � �i--- -- - - - -_
A.C. / I v 22 0 4 X0,41
_ E P . E/ R;15•i m r9 i�� I I l \ - b �J g j`f - 5
k� Q I o1 °` pc V) v �`� x I > I o , )L III 1�y�, w �+ I Z -11 I -
/jk I~ z 6RAl O /3 I 9 } ,� I �,e (I � - /8 - II I W
�'�m x t) /7 I q p'� R, I Q` p��NIC ,I I PROTECT EX/ST. N
I m � . hl V q 7 m /7 Z � M A IB°t5 fD /B /B 1 5/DEW,4Z K AND
�3 Q Z I �I N O N x % 3 ` . Vy 10 aC v �� I �' II I RETURN S - _ _ --- __----.-.� -
�` I �' 5, OWE. ,Ok � �� b � m � � p h - _ - r,.s�-._ .,
-k rp * V (n 10. CONSTRUCT 6" P.C.C. CURB AND GUTTER AS PER S.B. COUNTY 116 {
ti � Oi 3 h� � � � - o ti h �
II oo �, - �� � V ,. � 4. � r
o O v o
0 0
i nl � ' � , T A.C. DIKE AS PERS.B. COUNTY I1T
�i ►. I I
CONS RUCT S
P q "o) � h 4) N v @ CITY OF RANCHO CUCAMONGA
o ti �
z
IRRIGATION LINE
� / � M EXISTING
nl VE EX S
4
I
-REMOVE
p� 2
�� V NkV 3 \ 0
'4 '4 '4 - O- � BASE LINE WIDENING PROJECT
/4 4 /4 J 13 RELOCATE EXISTING SEWER CLEANOUT (BY OTHERS ERS ) I
14. RECONSTRUCT DRIVEWAY AS PER DETAIL SHOWN. ` I BETWEEN BERYL ST 8� LION ST
CONSTRUCTION NOTES 3 _ -
15 CONSTRUCT P.C.C. SPANDREL AND CROSS GUTTER AS PER CITY STANDARD 30>!
PLAN a PROFILE
t�. REMOVE EXISTING PAVEMENT• CURB. BERM OR WALL (TYPE AND LIMITS AS INDICATED). 18 NATSVEUCT SUBGRA5, ADE (SEE TYPECANTSECTRON)2, AGGREGATE BASE OVER COMPACTED A NE IMPROVEMENT PLA
E OV
BASE LI N
A 2 R M E EXISTING TREE A
BASE LINE AVENUE CONSTRUCT 48" HIGH CONCRETE BLOCK MALL AS PER S.B.COUNTY STD. 301
O3 -REMOVE EXISTING P.C.C. DRIVEWAY.
ig CONSTRUCT PARKWAY RAMP AS PER CITY STANDARD 309 CITY EwvwrER (�.E. NQ *033
4. REMOVE EXISTING FENCE.
19 CONSTRUCT P.C.C. SIDEWALK AS PER CITY STANDARD 309
I 5. EXISTING UTILITY POLE TO OF RELOCATED gl' UTILITY COMPANY. ° '�'� ASSOCIATED ENGINEERS 0�4�
20 RECONSTRUCT EXISTING IRRIGATION SYSTEM,RESOD a REGRADE YARD
g. RELOCATE EXISTING MAIL BOX. AREA BEHIND WALL X-- A.G.B./WL.S. 316 EAST "E" STREET *-
,_AREA
35'A.C. PAVEMENT OVER COMPACTED NATIVE MATERIAL
( 7.r-RELOCATE EXISTING SIGN. - W/3' FEATH R AT JOIN TO EXIST. LION STREET PAVEMENT I."
o ONTARIO, CALIFORNIA �'22 CONSTRUCT 0.21'A.C. SIDEWALK OVER COMPACED NATIVE so1L. A.G.e Yukon 6 3818 �_ Or�_
g. RELOCATE EXISTING WATER METER. it I
@-W/3'
LE THICKNESS A.C.OVERLAY C�IO'MNV. ( :
( y. -CONSTRUCT g" P.C•C. CURB AND GUTTER AS PER CITY STANDARD 302 FEATHER TO JOIN EXIST. BERYL STREET PAVEMENT I fU k/-V •C•E• NO. 21104
CITY DATEa-/ - FILE N0� --M--44A ��