HomeMy WebLinkAbout2227 BENCHMARK
2" BRASS DISK IN CONC. WING WALL STAMPED "CITY
OF RANCHO CUCAMONGA BM 10032 1987" AT THE
NORTHEAST CORNER OF FOOTHILL BLVD. AND EAST
Aff
AVE. 5 FT. SOUTH OF N'LY ENS WING WALL OF
BRIDGE ACROSS ETIWANDA CREEK. ELEV:1195.431
IL ff
IL
Mr
AIFW ME-
A 0 Am 0' N/0 C ESNUT
r. r. 1W ma N Dm F A'Inbk M m O'h/0 CmmESTNmmT "Em TO
}_ AM M
AM gill& A16L 0' 0 CORMW � LL "Lo
_UH *IDE %J�r IFOO HILL 15LV010j" M FROM 6 Am' VAm3' W/O A81" ORNW m �O 21
0%J U n-M I L
1
GENERAL NOTES NRA� NC 0 CmUmCAam00LmGA
- . . I CONSTRUCTION
conform to the Cit of Rancho Cucamonga Standard Drqwings and the Standard Specifications for 1 ° All work shall c y • • ° •
• d including the 20x4 and 2005 supplement. 1 CONSTRUCT 5" A.C. OVER 6 CLASS 2 AGG. BASE.
Public Works Construction, (Green Book), 2003 Edition an g 1 TITLE SHEET
° • e T 2 TYPICAL X--SECTIONS & DETAILS CONSTRUCT 3" A.C. PAVEMENT OVER NATIVE. WIDTH PER PLAN.
Public and Private utilities and substructures shown hereon are from available records. The Contractor shall b PROJECT
2• responsible for protecting all utilities and substructures as shown within the construction limits of this project
IT 3 PLAN 3 CONSTRUCT 4" THiCK PCC SIDEWALK, WIDTH PER PLAN,
P P g
result o the construction operations.
_�_�_�.
ND 103.
e responsible for an damage as a re f 4 PLAN & PROFILE PER CITY STD. DWG. 101 A
and shall b p y 9 (FOOTHILL BOULEVARD) 4 STD. NO. 102.
PER CITY
° - --4133 and the following utilities two working � 5 WALL PLAN (FOO D CONSTRUCT ACCESS RAMP P
The Contractor shall notify Underground Service Alert 1 �--800 422
• y • :y'� 4t: r ' 6 WALL PLAN (ETIWANDA AVENUE)
`or to construction or regarding any problems.
(R CHAR ►� ��' � 5 CONSTRUCT 8" CURS & GLITTER (A2•-$") PER CiTY STD. DWG. NO. 104.
days prior 9 9 �:;��
�-- 77771 7 SIGNING & STRIPING PLAN
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT.
a xf r ,ar^rta 5T s
rn California Edison Co.
SOU th e 909 357-6221 m ' 1 L,A MPE NOTE: 7 CONSTRUCT 6' BLOCK WALL (SPLIT FACE FINISH WITH DEGQRATiVE CAP) PER CITY
Southern California Gas Co. 909 335--3919 ���� "r, A&� �,:;"�" G BLOCK WALL INSTALLATION, THE CONTRACTQR SHALL INSTALL STD. N0. 606. SEE SPECIFICATION APPENDIX, EXHIBIT A . (INCLUDING REPLACEMENT
S `a -�,® a DURING
60 245--0330 � TEMPORARY CHAINLINK FENCE TO PROTECT PRIVATE PROPERTY. OF EXISTING LANDSCAPE, IRRIGATIONS AND INSTALLATION OF TEMPORARY FENCE.)
VeriZOn Communication 7 TEMPORA
,its. v. p t 9 `
CMMA
9 483--7313 8 CONSTRUCT VARIABLE HEIGHT RETAINING WALL (TYPE "A") PER CiTY STD. DWG. 604.
Cucamonga Valley Water District 90 ��� � � � _° �� � S P R R AND WITH STUCCO FINISHED TO MATCH EXISTING.
Charter Communication (951 ) 343- 5171
BASMNE AVE
�� ��
9 INSTALL STREET LIGHTS 9500 H.P.S.V. BY S.C.E.
Metropolitan Water District (213) 217--7807
p �
a 1 O REMOVE EXISTING 3't HIGH BLOCK WALL.
MetroWY
of Rancho Cucamonga Police Department, The Clty of Rancho Cucamonga "`
4. The contractor shall notify the City 9 @--
(SRCO)
PROTECT IN PLACE.
Department and an affected school district, 72 hours prier to construction indicating any detour and�or � � "R ' `f �'
Fire Depa y ` I I 12 RELOCATE EXISTING STREET' SIGN & TRAFFIC SIGN. (PER STRIPING PLAN}
read closures. Xs. �4� R s ROUTE y 1 PAINT LEGEND, SYMBOL OR ARROW TYPE IV (S.A.E.), THERMOPLASTIC.
• • 13 ADJUST CAN, T.S. PULL BQX TO GRADE AS NEEDED.
inspection of this project, the Contractor shall contact the Public Warks Section at (909) 477-2740, $4 2A PAINT 4" SOLID WHITE LINE AND INSTALL CERAMIC BOTT DOTS WITH
5. Far insp
tN _ ... .AT&SFRR... l4,ITT
- and at least two working days prior to the construction start date. h- TYPE "G" MARKERS PER CITY OF RANCHO CUCAONGA STD. PLAN 133. 14 SACUT & REMOVE EXIST. PCC CURB.
Monday Thursday, 9 Y g t►� "
t. 2B PAINT 4 SKIP WHITE LANE LINE AND INSTALL- CERAMIC BOTT DOTS WITH
• Cucamonga
prior to an construction or 0th STREET N.T.S " " Q�)-RELOCATE PEDESTAL BY EDISQN.
6. A permit shall be obtained from the City of Rancho C g y 4 TYPE G MARKERS PER CITY OF RANCHO CUCAMONGA STD. PLAN 133.
within an Cit of Rancho Cucamonga easement or rights-of--way.
encroachment y y
3 PAINT 4" DOUBLE YELLOW STRIPE WITH TYPE "D" MARKERS PER CiTY OF 16 INSTALL CHAINLINK FENCE IN LIKE AND KIND. (MATCH EXISTING}
RANCHO CUCA ONGA STANDARD PLAN 133.
° the construction aerations at least one 12' lane in each direction shall be provided for each4th STREET
17 REMOVE EXISTING C.L. FENCE, WOOD FENCE, TREES
7. During p ° • _ � ,�_---_AY
µw:
~---- ----=--- �--- ---=--_ �== 4 PAINT 12 SOLID WHITE STRIPE, THERMOPLASTIC.direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and SHRUBS, ETC.
shall remain unobstructed. VICINITY MAP (D-INSTALL SIGN ON ST. LIGHT POST (PER PLAN) 18 RELOCATE EXISTING GUY WIRE BY EDISON.
NOT To SCALE
° ' all under round utilities, i es and structures, and shall take PAINT " WHITE SOLID STRIPE WITH TYPE "G" MARKERS PER CITY 19 INSTALL ROCKS TO MATCH EXISTING.
8. The Contractor shall familiarize himself with g pipes
at no cost to the City, for an damage to said STANDARD N0. 133.
ent y " �� � 20 CONSTRUCT VARIABLE HEIGHT RETAINING CURB FROM 0' TO 1.5'
sale responsibility for the repair/replacement, Y �i
r
' ' ' ' d structures. A 7 RELOCATE EXISTING SIGN PER PLAN.
and �, �_ II I'� � T ��L �, AND WiTH STUCCO FINISHED TO MATCH EXISTING.
underground utilities, pipes NE WITH TYPE "D" MARKERS PER CITY OF 21 CONSTRUCT RIVER WASHED GRANITE COOBLESTONES PER CiTY STD. 542.
r Imo.__, __ _m.. ... �___..�_..� � . .__ _. 8 PAINT TWO WAY LEFT TURN LA
4� .
9. Contractor shall verif all conditions and dimensions shown on the plans at the site prior to --.._.: - '--- -=
. ___ ,.__,� x �► --�•----m�--- ----- �- � ���-- RANCHO CUGAMQNGA STANDARD PLAN 133.
ent of an work. All discrepancies
shall be reported for direction immediate) to the City. _____ _..__..__ ___
_, 22 CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET 2.
commencement y P y S` INSTALL SIGN POST ( R PLAN)
® a ; Q �E 1
n
d at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess E sHEETr'''as F
10. On the date anPAINT 4 WHITE SOLID EDGE
.
10 LINE
in form and class as required by any and all applicable laws with respect to
any and all contractor licenses, g
• d to a Class "A" License !" �° �� 11 REMOVE EXISTING SIGN & POST.
d under this contract; Including
but not limited r �`
any and all of the work to be performed 9 Ea11� .° 12 PAINT 6" DASHED WHITE LINE PER CALTRANS STD. A20D DETAIL 39A
• d b the Prime Contractor in ���
General Engineering Contractor) sufficient to cover all the work to be performed
( g g
. P y PAINT BIKE LANE LEGEND AND ARROW PER CALTRANS STD. NO. A24A & 24D.
• s License LawBusiness and Professions Code,
accordance with the provisions of the Contractor (California( sLEGEND
iy 11:10 . P Qunn AY�,,..CHE NUT MREe „ .. „
and rules and regulations adopted pursuant thereto.
on 7000 et. se 9 P 4a
N.T.S.
�; � E,, � i l` � T.r °� F�3- 14 PAINT 6 SOLID WHITE LINE PER CALTRANS STD. A20D DETAIL 39.
Sects q }
` ` 5" A.G. PAVEMENT
rt .
4
;9 ,
I HI SE SHEET i ?
EXISTING SURVEY MONUMENTATiON < oma
shall be referenced and ,a R E! �. Y 6" C.A.B. CLASS 2
All existing survey monuments that will be disturbed by this project 1VRAV IF R2 (45) SIGN AND POST EXISTING
J 1� , MW
reset by the City Construction Surveyor in accordance with Section 8771 of the California �w � REPAINT 45 MPH LEGEND
• 4 Ei�. LIMIT LINE AND CROSSWALK -''"'"'"
Surveyors Act.
Found d monuments are shown on the plans and described as follows. �.. �i LEGEND, SYMBOL, EXISTING A.C. PAVEMENT TO BE REMOVED
(FOUND} E
.� SHALL BE THERMOPLASTIC. Q�oFESS/ati`
4 klfl1 W r J_
STRIPING NOTES
INDEX MAP � 4 �� z�
NOT To s . 53672 �°'
1. All details and dimensions for traffic striping and markings and the installation thereof shall conform
a Exp. 06-30-09
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City
° e approved or directed b Ctv,�.
Standard plan no. 133, unless otherwis pp Y the City Engineer. OF
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall 'LY N'LY S'LY
conform to the Standard Specifications for Public Works Construction and the fallowing provisions. WILY R/W CL R/W
R/W . ._
CL 54, R/W 60'-64' S0' �.n.__... � ..__. . � _ _pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. 44'-52' _I
A. All p g EXIST. 17 47' I 43' VARIES
• 6 -3 3$ 12 CLF 7
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. , PROTECT
• i 1 12'-14' 6' 1�EXIST. WALL
C. Sufficient control paints and spatting removed during sandblasting shall be replaced prior to installation
of striping and markings. _ _ '`° "''
P �� I � � �� �\'� { � � � �,
stip shall be replaced prior to installation of --=? 21
ed Burin sandblasting P P I ..� - �' � .�-'� ` � 1'�' - _.� "` `'- ��'�%��°���°'� �� ' l -' �� � �' � ~ �
D. All control points and spotting remov g 9 �-
CITY
striping and markings. l
• �- -- ._ A ES
• and approved b the Cit Traffic Engineer prior to
E. All control points and spotting shall be Inspected a pp y y 3 120
P P 9
installation of new or replacement striping and markings. ETIWMDA AVENUEN:rs. FOOTHILL BOULEVARD 1 5
N.T.S._WPIM R-SEMON "'I" RAN"` &'0% O &CAMO& OGA
°
SECnON
F. All striping and pavement markings kin s installed on new road surfaces shall be approved low VOC type, 15+95.09 TO 22+50.02 t X-
15 mil thick (wet).. installation° shall be in two coats with the second a minimum of two weeks after the 357+51.08 TO 358+88.17
TITLE SHEET
first, unless ,otherwise noted.
' d pavement markings shall be installed in one coat and a 10 mil thicoft A AVE*
k (dry}, N'LY S'LY N'LY S'LY IMML
g. All thermoplastic striping an p 9 CL /W , , am&
R/WR/WWALL MV 5"IDEWALKS
FOOTHILL BLVD-0 EIIWANUA
unless otherwise noted. 601-64*
50 60 -64 CL 50 R W
17
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping
° to the satisfaction of the Cit Engineer. 47' I 43' ' ; 47' 1 31'-43'
and markings Y
permits and traffic control ; 1 = , 12'-14' 7' ; VAR. AR• APPROVEDDA
I. All traffic striping and pavement markings shall be installed with all appropriatep (-� --I 2 °
° • ° _ � C ENGINEER
CE 53672
measures, in accordance with the city and state standards.
a: 1
UJ MW PLAN PREPARED BY:
W DEM
-�..
• ° d state standards �` �-�
an ce with the cit an �.� �'1 .,_.. --" '" ...,..�- -�-_ -- `-� ,.5�..�.z� � --' - ® - _" _' - -- _`
J. Temporary or construction striping and markings shall be In accord Y , ' ® - _ _ _ _ I _ _ "- - - _ _ - _ _ MVACITY OF RANCHO CUCAMONGA
ed b the Cit En sneer. �T" _ -
and as direct y 9 l �-- _ _ _ w �®__ I"1 - - i 10500 CIVIC TE DRIVE
Name Signs shall be installed per City Standard Plan No. 401--A. - -" YaA 3 7 - `f
DIRAWN RANCHO CUCAMONGA, CA 91730
3. Street Nam g P '"
,�. - - -- MVA �
1 I N.T.S. 1 DPAWING °
4. Traffic Signs shall be installed per City Standard Plan No. 401--B. I N.T.S. 5 t X-SE"ON
X- E ON 349+01.23 TO 350+63.40 RD2 CNECM 2227
NOTE: LEGEND, SYMBOL, LiMIT LiNE AND CROSSWALK SHALL BE THERMOPLASTIC. 3501+63.40 TO 356+42.38 358+88.17 TO 363+38.17
R/W 9' (PER PLAN)
7'
PTOTECT
21.5' 5.5' EXIST. WALL WITH
STUCCO FINISHED
2'
VARIES
. . ' 6 (PER PLAN) 6' (PER PLAN)
I
EXISTING C.L. FENCE &
0'®2
WOOD FENCE 17
. I 21
I PROTECT
'1-- EXIST. WALL VARIES HEIGHT
FROM 0'-1.5'
i 73
I 3 I —�
3
p;kozo' 5
5 (�
27 5
v WITH STUCCO 20
--_. FINISHED TO �'' •
MATCH EXIST.
� t
i
PROTECT
EXISTING P. POLE
TYPICAL CROSS SECTIONS
TYPICAL CROSS SECTIONS ® ee®e
N.T.S.
TYPICAL CROSS SECTIONS N.T.S.
N.T.S. FOOTHILL BLVD. FROM STA. 357+51 .08 TO 358+11 .72
FOOTHILL BLVD. FROM STA. 350+63.40 TO 356+34.20NOTFOOTHILL BLVD. FROM STA. 357+16.76± TO 357+51 .08
.
DURING BLOCK WALL INSTALLATION, THE CONTRACTOR SHALL INSTALL
TEMPORARY CHAINLINK FENCE TO PROTECT PRIVATE PROPERTY. �/
EXIST. G. WIRE
R/W
PTOTECT R/W
EXIST. WALL WITH I I
STUCCO FINISHED
I
• � I EXIST. PP
VARIES PER PLAN ���• � • � •
6 ( ) & (WOOD FENCE
17
EXIST. C.L. FENCE 17 I I
2*-71±
X & WOOD FENCE I
xF-1 I I C
21 I 12'
I I R 12'
18
VARIES HEIGHT
.. I I
FROM 1.5'-4' I 3
p
3 x t _..,.._..,.
2� _ _...
_ EXIST C&
77 .�. o ;,.. _ .x _..;_ _ .. - EXIST. C&G '
_ _._.
y ti
5 - 0 1.8
00, w
w
1.50—}— T
41 "
• {
• _.. ..
1. _.
,, %✓`.`',��"`\�'�'''`r\�`,'`�,;a�,\",`'_?,`e'`.,.:ti�`,' 7--
777
�
• \l/�,r'/�/`a,��r,.+� F.'✓`d.wrFFr'\.ryr'rr/\frr'at/� ..' a.\ \ \ ............. ...... ...
./.'r;+'/p/ '/ l'l /'/`'t,r!f r'r w r" r.'�. /F" / f • • ` `,., 'a."y. w,w \'`i\ ` r` a'u✓ a`l` 4 , ;rt•aaw.a `... w`w.
• .' .^,.,,.,, ,ir`,.!"';`\,r;a`,f\,`w`w.,,, ti%,``,.f,wti,.<;a.ti"w `'`..,,;\;w``'w\..,,`,.'.,,,`:; _..__...._.._
w
r
r
w �
,.r,\ ./ ,r' f ✓' r`.`,i /,% ``r ;• r ,'%`✓ ,/ °1..; �... �4`x, '' P a,^w''r'�,; w.d
..,/ `,w's,,\w,'`.a. w, w ✓,,,`.,aye,\!r,`a. •,,: Via.,.., ., `. \.,. ``ti.,,i,,,,,r' `..i\y '`^,a, \ ``*a, ,``'`ti, ``w'r',;
,r Fr ..._....—
`
80±
A,
\`?`,`a'.,``'w^':wfti, tt'✓`w,,!```.}`'..+,``.'',,r /.�r!l,,r�.Pf/.'`/r%�^rr/e,Fs.`,r°f ,.,...w ..,..,.,. -_._ .,....
+L ' r� `�fI /,ww�.^°`•1w,�`,,78 rWITH STUCCO55
FINISHED TO 7A/K/
MATCH EXIST.
GUY WIRE DETAIL
TYPICAL CROSS SECTIONS N.T.S.
N.T.S.
,TYPICAL CROSS SECTIONS
ETIWANDA AVE. FROM STA. 16+55.93±
N.T.S.
IWANDA AVE. FROM STA. 1 +95.09 TO 2 +50.02
FOOTHILL BLVD. FROM STA. 358+11 .72 TO 358+88.07
NOT .
DURING BLOCK WALL INSTALLATION, THE CONTRACTOR SHALL INSTALL
TEMPORARY CHAINLINK FENCE TO PROTECT PRIVATE PROPERTY.
Ak4
#c►j
�v
0
r
�. 6» R==0.50" zae
3M
_..- ®ll ll "�
.�- I n._ � C t Q O I DA
].MPO
- TE
CONSTRUCTION2(J 4 I�f}} coIVSTRucT
Q RETAINING CURB
3 CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, cn 0 ®.4 BATTER 2.8 2% CrrY,�,
PER CITY STD. DWG. 101 AND 103. w �— cF
FINISHED SURFACED ��4 4'. TYPICAL X-SECTONS & DETAILS
4 CONSTRUCT ACCESS RAMP PER CITY STD. N0. 102. o _ �
5 CONSTRUCT 8" CURB & GUTTER (A2-8") PER CITY STD. DWG. N0. 104. � �'` ?�..
' K WALL SPLIT FACE FINISH WITH DECORATIVFOOTHILL BLVD* ETIWANDA AVE*
E CAP) PER CITY P
CONSTRUCT 6 BLOC ( 0 14
7 STD. NO. 606. SEE SPECIFICATION APPENDIX, EXHIBIT "A". (INCLUDING REPLACEMENT
BLOCK WALL AND SIDEWALKS
OF EXISTING LANDSCAPE, IRRIGATIONS AND INSTALLATION OF TEMPORARY FENCE.)
a
8
CONSTRUCT VARIABLE HEIGHT RETAINING WALL (TYPE "A") PER CITY STD. DWG. 604.
AND WITH STUCCO FINISHED TO MATCH EXISTING. APPROVED BY-o DATE: ZLZQ
17 REMOVE EXISTING C.L. FENCE, WOOD FENCE, TREES ETC.
SHRUBS _ : 53672
C ENGINEER
RETAINING CURB DETAIL
18 RELOCATE EXISTING GUY WIRE BY EDISON. N.T.S.
19 INSTALL ROCKS TO MATCH EXISTING. MVA CITY OF RANCHO CUCAMONGA (A if
Qq)—CONSTRUCT VARIABLE
HEIGHT RETAINING CURB FROM 0' TO 1.5' � CIVIC0500 CENTERDRIVE
AMONGA, CA 91730
AND WITH STUCCO FINISHED TO MATCH EXISTING. RAMP DETAIL MVA 7
21 CONSTRUCT RIVER WASHED GRANITE COOBLESTONES PER CITY STD. 542. N.T.S. DPAWING
.
RD2 2227
y
f
k
f/
ETIWANDA AVENUE
rd'
�.,.. «...... .. ,...»i.. ...+.., ........., gym. .® ., ........®.. «..�,. .. yam. _.m.... .. «m,...e. ., ..,»..g., _,..
_ EXIST �IPRO . TS _
w r rzw r..�-> _.._ _..__ __ _._.__ _.PER .DWG: -1VOW- 1468 _ 2 6> # 59,88 E flWA D AVE
Ill _343+42,46 FOOTI-111-1, BLVD
.___...._ .__ ___._ _.._ _... ____._ .__. ,._.._ _._... ._._.__ ._.._ _._ __..._ ... . _ _,.. _. ____... _
/F
,w
00
221-00
271-00
44
f
SEE SIjjrf7
I —�—
-
w ti
T- W
_.__-___ _._ ...__,_ __- ___ -._._.11wb
n 113 11 SEE SH T 6__.. _.. _.__ � ,,,_ , - �: cv ,�17 11 O Cr 7 11q, 22 19 \ , 2_ �_ __.___.,____._... ____ _._....__ _ _...___, __._._.__. �� y .
� _._______--__....,__. �, ______________ ,� .______,._ ___.___. �., _._..._.,..__ _._.�, __._ ° �,� t,f? __.. ._ __. _._. amu„ c ,�,
17
Y J+
rl
r,
r Va
f
_ lip
r:> ch o "'� EXIST R W ►� c-r xT vim. ,.. t :. _ r`
'\, J c_ s
/ , '
t r
•e_' 37
..Via. 4 r _, _ t!'1 Ca _. ° i .
r p to -�- F � " 00 Ja a 00
J22
/ ( _.
>, __ Chi _ / t:. 1_ E1 �`` l; �` j
C C_L c 1
m 11 ;r-.. � .-- � r vi r� tTi� arm t��r�> � � ��~'',,�;�'� ; -�� a� EXISTF.__`-�� w�` �-�' � �:z�
7 SEE SHT 6 ca -a 11 �f t_." -18
=�� -
-, I �� '% �` t R W %:ars. 11 �� ! .._. .
��_t c. t_, r6i
r�,.
Q 3 c.> s� .W r ` 1 1
Uzi W
O � C., t �y_fr �...
°' r 44 4 � �c C 13 '" + _ ° I
� + 8c 1.8 8208 8200 0 aQ„°° 1 {� � �; � � 12914 eve m j +o Q� - 3 as 13 cv _.
o z v 11 , � {
N W 1 18'-1-18' 12 W Z 11 11 BEG. AeCs S!W
o °Rs
MA TCHL INE — SEE BELOW LEFT
T/WA Pt/CA CHESTNUT AVE A&VE FOOTHIL
L BOULEVARD
SCALE: 1"=409
ETIWANDA AVE
,
_ EXIST. PROP. S/W
,u r}
1 C Y
_. _
_
— Z
N 89' 3' 21" E t roc
_.
"
17
343-FOO
,
_._._. REMOVE INTERFERING PORTIONNXII
OF A.O.TBE
__....._.._._._... ._...__......_. ____ __ .._._._._..,.. r ,., ,
{_ ,
r _ .,
77.<,Y b r� i. 1(.) ... {?'. - - _ " •f E I f! a • 6.N i "�,,8,",,..
_M13014 XI JRCj"_)
EXIST. BERM cn ; -
`'' EXIST. /W04 _r_ EXIST. x r- z -f - r
_ Li m
_. 14 - SEE SH
® '
_ _.
C$ �� �� `- RM
_ w
f�� A.C.A C B c�3� �=P U
tr r ir_r t_ � �. _
__
z °
�' )
61"�; cl
w ir�i Utel,,cn.< .tl_ --
4 f . 44 4_
cnAPN ' o co .
- -��;P 11 11 11 to o wo m
cv M m naw 11:
C I , .1
��l �E '�
,. C1 Lij
�� . ...�. ..
m
MA TCHLINE — SEE ABOVE RIGHT SCS: 1"=40'
ETIWAN,C>A AVENUE Ft7►O�T1�/�. �%�/L IE VArm SCALE: 1"=10'
NOTES:CONSTRUCTION
1 CONSTRUCT 5" A.C. OVER 6" CLASS 2 AGG. BASE.
2 CONSTRUCT 3" A.C. PAVEMENT OVER NATIVE. WIDTH PER PLAN. 21 CONSTRUCT RIVER WASHED GRANITE COOBLESTONES PER CITY STD! 542.
3 CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, 22 CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET 2.
PER CITY STD! DWG. 101 AND 103.
4 CONSTRUCT ACCESS RAMP PER CITY STD! NO. 102.
5 CONSTRUCT 8" CURB & GUTTER (A2-8") PER CITY STD. DWG. NO. 104.
6 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT.
7 CONSTRUCT 6' BLOCK WALL (SPLIT FACE FINISH WITH DECORATIVE CAP) PER CITY 2 EDGE OF PAVEMENT
STD. NO. 606. SEE 'SPECIFICATION APPENDIX, EXHIBIT "A". (INCLUDING REPLACEMENT
OF EXISTING LANDSCAPE, IRRIGATIONS AND INSTALLATION OF TEMPORARY FENCE.)
8 CONSTRUCT VARIABLE HEIGHT RETAINING WALL (TYPE "A") PER CITY STD. DWG! 604. dry CITY,
AND WITH STUCCO FINISHED TO MATCH EXISTING, _.._,___ ;,_,_._, ____ / ° ° ` DESCRIPTION OF REVISION DATE APPROVM.
9 INSTALL STREET LIGHTS 9500 H.P.S.V! BY S.C.E. ; .
'ofts 8CAMAw&& a^A
10 REMOVE EXISTING 3'f HIGH BLOCK WALL. 'duo IT Y 0'" OF R M C Hu" U u UNWA
11 PROTECT IN PLACE.
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C0%NoS%�1'RU%f.%,'r110N NOTES-L "I
(D7 CONSTRUCT 6' BLOCK WALL (SPLIT FACE FINISH WITH DECORATIVE CAP) PER CITY 0 U t;Uuw%
_ STD. NO. 606. SEE SPECIFICATION APPENDIXt EXHIBIT "A". (INCLUDING REPLACEMENT
OF EXISTING LANDSCAPEj IRRIGATIONS AND INSTALLATION OF TEMPORARY FENCE.) PLAN & PROFILE
CONSTRUCT VARIABLE HEIGHT RETAINING WALL (TYPE "A") PER CITY STD. DWG. 604. SCALE: 1"=40' a-
rm A
& MATCH FINISH STUCCO TO EXISTING WALL. FOOTHILL BLVD* / ON MWAND A AVE
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(20�-CONSTRUCT VARIABLE HEIGHT RETAINING CURB FROM O' TO 1.5' OEM
mmkLOCK& WALL ANE) %a,_,33dLmm)'EW"S
N..� MATCH FINISH STUCCO TO EXISTING WALL. LEQEND'. 0
/�,N TW - TOP OF WALL
(21�-CONSTRUCT RIVER WASHED GRANITE COOBLESTONES PER CITY STD. 542.
\�� BW - BACK OF SIDEWALK
TRW - TOP OF RETAINING WALL APPROVED BY: � DATE: I ha/toc% �
TRC - TOP OF RETAINING CURB CITY ENGINEER --.1.11 ---..-, - RCE - -
'
DO= PLAN PREPARED BY:
MVA CUf%A Olk 1^A =A D_
CIT"Y" OF RANCHO UAM N LON I .
1 10500 CIVIC CENTER DRIVE
DRAM MVA RANCHO CUCAMONGA, CA 91730 75 -OF 7
CHOM DPAWM NO.
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2 BRASS DISK IN CONC. WING WALL STAMPED "CITY
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OF EXISTING LANDSCAPE, IRRIGATIONS AND INSTALLATION OF TEMPORARY FENCE.) BW BACK OF SIDEWALK
CONSTRUCT VARIABLE HEIGHT RETAINING WALL (TYPE "A") PER CITY STD. DWG. 604. TRW — TOP OF RETAINING WALL
MATCH FINISH STUCCO TO EXISTING WALL. TRC — TOP OF RETAINING CURB APPROVED BY: DATE: 1 CITY ENGINEER rZLIA RICE: 53672
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0"'RIPING NOTES
1 PAINT LEGEND, SYMBOL OR ARROW TYPE IV ( .A. .), THERMOPLASTIC.
in2A PAINT 4" SOLID WHITE LANE LINE AND INSTALL CERAMIC BATT DOTS WITH
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TYPE "G" MARKERS PER CITY OF RANCHO CUCAMONGA STD. PLAN 133.
Z T �' 2B PAINT 4" SKIP WHITE LANE LINE AND INSTALL CERAMIC BOTT DOTS WITH
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4 RANCHO CUCAMONGA STANDARD PLAN 133,
. PAINT 12" SOLID WHITE STRIPE, THERMOPLASTIC.
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INSTALL SIGN ON ST. LIGHT POST (PER PLAN)
w,�>4:�� c�������� �-���� ____- ___,. �___ , ,. •
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_..._ m.�._.. 7 RELOCATE EXISTING SIGN PER PLAN.
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RANCHO CUCAMONGA STANDARD PLAN 133.
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REPAINT 45 MPH LEGEND
CORNWALL PL LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC.
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L INT. I CL INT®
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82 44
7CHIES"NUT "E DATE
APPROVED RCE:. 53672
w IENGINEER
(f%AN,
'
PLAN PREPARED BY:
REFER TO MUTCD NO. D1-1 A,m-=� I F EWA PJ IDA AALmaVE EmEW = m=� MVA l
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10500 CIVIC CENTER DRIVE
DRWM RANCHO CUCAMONGA, CA 91750
V 7 7
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BP 2227
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