HomeMy WebLinkAbout1740 BENCHMARK
NAIL AND WASHER ON TOP OF CURB AT THE
NORTHEAST CORNER OF MONTE VISTA ST. AND
AMETHYST ST., SOUTH OF THE HANDICAP ACCESS
Cl-A Y OP R ANCF..,,fO CUCAMONGA RAMP. BM ELEVATION-1434.439
CONSTRUCTION NOTES:
1 -REMOVE EXISTING A.C.
2a-CONSTRUCT 3" A.C. OVER 4" A.B. PER CITY STD.100-A
CONSTRUCT 6" P.C.C. CURB W/24' GUTTER PER CITY STD. 104
MONTE V1 TA TREET IMPROVEMENT &'--',CONSTRUCT 6" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2 do DETAIL A do 8 SHEET 1
CONSTRUCT P.C.C. SPANDREL do CROSS GUTTER PER CITY STD. 106-A
6�-CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 (W PER PLAN)
FROM AMETHYST STREET TO ARCHIBALD AVENUE 7�-CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD, 102
8t�-CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD, RNSP A88 CASE C
9a- RELOCATE
10 CONSTRUCT 8" P.C.C. CURB W/24" GUTTER PER CITY STD. 104
11 TRENCH, INSTALL CONDUIT, PULL BOXES, PUL_ ROPE, AND BACKFILL PER S.C.E.
(INSTALL LIGHTS 5800 LUMEN HPSV WITH 6' MAST ARM BY S.C.E.)
1�2 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E.
A (INSTALL LIGHTS 9500 LUMEN HPSV WITH 6' MAST ARM BY S.C.E.)
14 13 ADJUST TO GRADE
14 SAWCUT AND MATCH EXISTING
15 CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY STD. 542 CASE 1
16 INSTALL NEW CHAIN LINK FENCE INCLUDING GATE PER CITY STD. 607 BEHIND S/W OR EASEMENT
RANCHO AS INDICATED ON P
CUCAMONGA r� 0 E LAN. MATCH UP WITH EXISTING. HEIGHT SHA M
CUT OR FILL LL BE SAME AS EXISTING.
/��� 12 -1 10:1 MAX SLOPE 17 REMOVE PORTION OF WALL/ NCE INTERFERING WITH PROPOSED IMPROVEMENTS
�� NV I W: Q �W AND REPLACE END OF WALL/FENCE TO ACCOMPLISH A FINISH LOOK.
= 18 CONSTRUCT NEW BLOCK WALL WITH WROUGHT IRON FENCE INCLUDING GATE TO MATCH EXIST.
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard ILSO AVE I 24TH ST w N In 19 PROTECT IN PLACE
Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995 N w J W p 8 ��CONSTRUCT 4" THICK P.C.C. WALKWAY (W PER PLAN)
supplement. �_ > I 21 PAINT 4" SOLID YELLOW PER CITY STD. 133 (L-100
BANYAN ST a SUMMIT AV R/W �- PAINT 12" SOLID WHITE LIMIT UNE AND STOP LEGEND
2. Public and Private utilities and substructures shown hereon are from available records. Th \ 3 PAINT 12" SOLID WHITE CROSSWALK UN
The a E
V
Contractor shall be responsible for protecting all utilities and substructures as shown within the vai �' v~i i Q HI H a � r �-- INSTALL 15 GAL CRAPE MYRTLE (HYBRID LAVENDER) PER CITY STD. 502 OR 505
construction limits of this project and shall be responsible for any damage as a result of the \ a G D A 30RECONSTRUCT MAILBOX
construction operations. - 19TH S 30
�- INSTALL TYPE I MARKERS (BLUE) PER CITY STD. 134
J
Z Q m CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. 114
3. The Contractor shall not Underground Service Alert 1-800-422-4133 and the fOIlOwln utilities two \ MONT V �p Z �--- RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS, GROUND
g ✓" Y VICTORI PARK N 4 W PER PLAN COVER AND IRRIGATION SYSTEM. SOD AS NECESSARY T
4-
working _
SS 0 RESTORE EXISTING LAWNS.
days prior to construction or regarding any problems. 5' 8 �
8 E LINE J w CONSTRUCT 18" RCP STORM DRAIN D1250 PER CITY STD. 341 TYPE 1
'
N R
CO ST UCT CATCHBASiN PER I -
- � �-- E CITY STD. 300 304 305 308 310 AND 3 W 7
Southern California Edison Co. EMERGENCY ONLY 800 611-1911 - � W Y w �- 25, v s
z W 1 CONSTRUCT LOCAL DEPRESSION PER CITY
- ••l� I STD 307 CASE A
Southern California Edison Co. Victor Puesada 909 357-6240CHURCHRR W Q '-+A �- .
Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 I S � �- REMOVE EXISTING STREET LIGHT FROM POWER POLE BY S.C.E.
- w
r 3 REMOVE INTERFERING PORTION
Southern ern Californialif rn' �-
Ca o la Gas Co. Hank Delgado Q
g 909 335 7712 'I > o �h . �
a , DETAIL A 3 REMOVE AND DISPOSE
General Telephone Co. Bob Parent - �-
909 469 6354
P FOQTHILL BLVD �::1 5 REMOVE EXISTING POWER POLE BY S.C.E.
General Telephone Co. - Dallas Stringer 909 469-6339 - 66 TYPICAL DRIVE APPROACH �� PAINT 4" BROKEN YELLOW PER CIT`( STD. 133
g > 10500 C NTE DR.
General Telephone Co. - Jerry Fauber 909 469-6347 Q �❑ � = RROW T I WITHOUT SIDEWALK BEHIND D/A 3�- PAINT LEGEND
Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 F
Cucamonga County Water District %909 483-7440 > N W o W SCALE 1"=10'
a a .......Q > BNSF RR ( R/VII
4. The contractor *hall notify the City of Rancho Cucamonga Police Department, The City of Rancho F.
Cucamonga Fre Department and any affected school district, 72 hours prior to construction a Q o
--
Indicating d catin an detour and/or road closures. �
g Y / �, 6TH ST
z
un
> = 14 B
5. For inspection VARIES 6.5
pect of this project, the Contractor shall contact the Public Works Section at 909 �
( )
477-2740 ext. 4075, Monday - Thursday, and at least two working days prior to the construction 4TH T
�•, SEE TABLE ON SHEET 3
start date. J Q M
8
o
_ 0.
� Z 5
C CUT OR FILL
6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or 3 i 10:1 MAX SLOPE
encroachment within an Ci of Rancho Cucamonga easement or ri hts-of-w 1-10 N W cn o
Y City
N
g g aY n z SIDEWALK EASEMENT I
7. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall VICINITY YAP O 14 MIS
take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said 2
underground utilities, pipes and structures.
- - -�
8. Contractor shall verify all conditions and dimensions shown R/W on the plans at the site prior to /.
commencement of an work. All discre ncies h II .n
a a be re orted for direction immediate
to the C
Y � P � �' � � r o A.C., P.C.C. PAVEMENT OR GRADE 4
R DIRT TO MATCH EXISTING. RESTORE
9. On the date and at the time of the submittal of the Bidders Proposal the Prime Contractor shall HARDSCAPE INCLUDING CURBS,
possess a and all contractor licenses in form and class as required an and II applicable WALLS AND PLANTERS Po any 0 a TE S ALONG
� by Y PP
laws with res to a and all of the work to be performed 34' 36' DRIVEWAY TO MATCH EXISTING.
pest any pe under this contract; Including but not 3 W PER P 3 SECTION A-A
» » E LAN
limited to a Class A License (General Engineering Contractor) or a combination of Specialty Class 5' VARIES 4'
"Co licenses sufficient to cover all the work to be performed by the Prime Contractor in accordance SAWCUT TO A NEAT EDGE AND NOT TO SCALE
with the provisions of the Contractors License Law (California Business and Professions Code, Section I 8't S/W 1' TO 8' REMOVE EXIST. AC BERM
7000 at. seq.) and rules and regulations adopted pursuant thereto. _ % ( B 5� R/W
i DETAIL B
VARIES 2.00 0 2.75X -
REMOVE EXIST. ��� ��� � �- TYPICAL DRIVE APPROACH SIDEWALK EASEMENT
AC SIDEWALK 27 WITH SIDEWALK BEHIND D/A VARIES 4' 1 7.5'
10 CONSTRUCT 4.5" AC PAVEMENT OVER SEE TABLE ON SHEET 3
12" CAB PER CITY STD. 100-A SCALE 1"=10'
EXtSTING SURVEY MONUMENTAT10N ARCHIBALD AVE.
All existing survey monuments that will be disturbed by this project shall be referenced and reset by I
the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. NOT SCALE 14 /=. "PER '
Monuments found by research of available City records and by field survey are shown on the plana �O�G 2
and described as follows: (None found) R 'A/^ NO SO
1 1 R/ RW
5' 7' 18' 18' 7' 5' 1 1 5' 7' 18' 18' 7' 5' 1
S/W EASEMENTA.C., P.C.C. PAVEMENT OR GRADE 4
6.5' 6.5' S/W EASEMENT S/W EASEMENT DIRT TO MATCH EXISTING. RESTORE
HARDSCAPE INCLUDING CURBS,
6.5' 7' 6.5' WALLS, AND PLANTERS ALONG
q0.1 2X I I DRIVEWAY TO MATCH EXISTING. SECTION B-B
• 1.SOX TO .44X 2 -~ 11.70% I 2 I NOT TO SCALE
LEGEND: 28 3.00% °' I2
328 3.00% .- 10
0 PORTLAND CEMENT CONCRETE 6 - I 6 .
I 28
C.A.B. 3 a 6 I 3 6 28 _
3
SHEET INDEX NEW ASPHALT CONCRETE 3
STA 10+50 TO STA 12+00 STA 13+00 TO STA 21 +00
1. TITLE SHEET NOT TO SCALE NOT TO SCALE
2. STREET MPROVEMENT PLAN AND PROFILEa"'
DESCRIPTION OF REVISION DATE APPROYM.
5'
3. STREET IMPROVEMENT PLAN AND PROFILE NO SOUTH NO SO
4. CROSS SECTIONS n" r� R/W R/ i 7' 18' 18' 7' R`�w"S' CITY OF RANCHO CUCAMONGA
5. CROSS SECTIONS 5' 7 18
1 1 I (
18
7 5 S/W EASEMENT TITLE SHEET
6.5 VARIES 6.5
S/W EASEMENT S/W EASEMENT I 6.5' 6.5'
MONTE VISTA STREET IMPROVEMENTS
7'-18'
i�� 2X -0.767% TO I 2 I 1 1 MAX. 2X
Underground 1� �� o.5oz TO 1.94X 2 i
• 28 276 -�
2
�. o. 3-1-�.s '� o
Service Alert Ta 4., , FROM AMETHYST ST. TO ARCHIBALD AVE.
-- � �128 a•
Call: TOLL FREE FESS/ APPROVED BY: DATE:-a
Q /
28
CITY ENGINEER li RCE: 24953
3 6 28 O � !
1 -800-422-4133 I I 3 6 I �, ��'
ti
ZC� DES10N G-AN G R E�A R E C 61: RECOMMENDED
TWO WORKING DAYS BEFORE YOU DIG STA 12+00 TO STA 13+00 3 STA 21 +00 TO STA 23+50 3 I3 No. 24953 PK CITY OF RANCHO CUCAMONGA
AND STA 21 +00 TO STA 22+00 NOT SCALE # Exp i2-3i * MkWN RANCHO IVIC CENTER C CUCAMONGA, DRIVE
AIJ91730 SHEET
CROWN TRANSITION
tp' CIVIL ter/ PK 1 of 5
NOT TO SCALE TYPICAL X-S ECTI 0 N S CHECKm WwM NO.
JD IU ND 93-12 1740
,
+ o rri
Oo � N I
70 3c
00 fill (Al U) - - 1 ..1__._ -� - -
D D -- - -- - -- - -- V
o s
SCALE 1 M_40' rn m
-
I � i
rn - t -- - - -
46
WATER VALVE x A * _ +
z + N00'15'30"W X D N w WATER VALVE
N
I
X32 9_0
TC
WATER VALVE �� - m - - - -( rn
A(A v, .�. EC S A 1
r=*1r� STA 0+5 STREET SIGN -1 _ E R TA 10+49 OC!ST 10i+50 :� _ _
GUY WIRE Q) rp A 43 17 _�� ___
_1 AT - - - - • i d 2 `1A 5T.
cod
i I � I 1
ODCA
EXIST. SS�WALCNG FRONTAGE � � �_ ' � EXIST. S/w ALONG FRONTAGE itWATER METER WATER METE=R 1'17-
' WTO 75-
P.P # W/U t' 1 LE. & STREET LIGHT v N f \ JOIN EXIST. S/W
v' S
6' G BLOCK WALL
i
a-" WATER METER oZ
4�� .
w \ l VC TA 11 00 I VC STA' 11 DO _IB STA T 1'1+
� o � � �g � + � ! � 1432:41 43269 , 14 34 i
MAILBOX o N SEWER MANHOLEO
_ °: C1 MAILBOX O -
1 I V \\ W WATs_R METER
T I
12' CONC. D/W (STA 11 +24) + #
14' DIRT D/W (STA 11+26.4} - -- - - - - - rn
BLOCK WALL WITH IRON FFNCE -�''�" �i1 � HEDGES < I < i <
)PEEL ' IM!? SIGN '` '`` ST 1 P STA 1 + C TA 111+40
f �
>3E 15' CONC. D/W (STA 11+42) ?143 ,00, 21 - - - _ t 1
N I I 32. 8
tD 1$ 18 o MAILBOX
I I
N _. N
�-- EXIST. S/W ALONG FRONTAGE N \ u - N 2" TREE _ __ -_- _;--- _ _ __ __
co
_ !��
+ 50
N EXIST. PAVFR HRICK ALONG FRONTAGE I _
13' CONC. D/W (STA 11+70.3) � N �
r�1 ,wATER METER wo, STA 11+77 VC STAJ 11 $01 1 11C,5T 11 80 i' � I E STA 1+
`� MAILBOX -}- !
MAILBOX .�...��.�.. 1,�, \`° x --� 2" TREE ---� 431 73 143 .91 4" r 1 32. 5
, j :
16' CONC. D W STA 1 1+91.5 D # 'i o -
<n EXIST. S/W ALONG FRONTAGE �� + S A 2+ A 2+ S A 1 t ST 1200 I
eco-- MAILBOX I I 1 31. 1 14 2.3
o z O 431. 1 1 I
t0 + \ o U C.L. F_.NCE WFTH ROLLER GATE
� EXIST- S/W ALONG FRONTAGE C71 � > I )r__._�__.�._-_
W ro \ _ J -4 > CA MAILBOX �� O 1431.153 t - 1 I i ---
POR IT I
16' CONC D/W STA 12+21.3 + � N 15' CONC. D/W STA 12+21.3
�,, WATER METER w WATER METER
P.P. # W/ TRANSFORMER V+ -
t .doll...
10' CONC. D/W (.STA 12+37)
BLOCK WALL WITH IRON FENCE w `\ c
3' WALKWAY c► A' _ _ :_ _ t-_ I - I _ _ _ _
�. \ Z #p EXIST. 5/W ALONG FRONTAGE
EXIST. �/W ALONG FRONTAGE Cly � I, o > U1
� - BRICK MAILBOX > ;p } w N $ 12' CONC. U/W (STA 12+70)
� �• ,-.
'
►� _ + SERVICE POLE #
-4N WATER METER I
10' CONC. D/W (SIA 12+77) w + �, _ ____ _ �
4
WATER VALVE
�-
. .�.. �... `� -mac •�� 2" TREE
10' CONC- D/W (STA 12+89) I \ u St 1 * 1 ' •B. TA 13i�00w
FIRE HYDRANT _-
• rc MAILBOX " I ++ 6" TREE: W _ t TA 13+00
+ ro
I STA 13+06 o - �p M' WALK AY + 14 1.1 114311.2P ! 1431.P I 1431.83
_ cn 3' WALKWAY O
4' HIGH C.L. FENCE v \ I Vr WATER METER �--� O _ __ _- ___ I I _ _ ;-
II
I I x---� 18" TREE
4 -
�_ 7
z z zt - WATER METER 1 \ 10' A.C. D/W (STA 13+27.3) - - - - -
rn
Z �. _ f/
A g 0 15' CONC. D/W (SIA 13+40) } �_
O (� o >
nc� g .. , N MAILBOX-•-O _i.. �_ _. _ _ __ __.. {
O 40
01 N + t0 +N f I-
-1 + '
v U1 >
p 10' CONC. D/W (STA 13+73) �+A + w • I _ --
rn WATER METER -4 WATER METER
WATER METER w
P.P. # WiTF-+ STREET LIGHT - I
w
MAILBOX w + > N 12' DIRT D/W (STA 13+90.7)
z ^'- 4' HIGHFENCE SfiA 14+ ! 9TA 14+ _ �- STAT 14 00 I ST 1 00
v + \ o, (A C.L.C L _ E +
t \ o p 1 9 1430477 143 .1 a j 1 1.31
n W I ov MAILBOX O - -- - - - - - _
12' DIRT D/W (STA 14+22.5) "1& w STA 14+24
MAILBOX in►�? WATER METER - -
-�O
WATER METER I w =rr=� SEWER MANHOLE
10' CONC, D/W STA 14+40.4 N Z � SERVICE POWER POLE
/ ( ) > co
J + AN 10 CONC. D/W (STA 14+-42.7)
+ r \ r(�4
`� w + WATER METER
N MAILBOX
46 01 PILLAR Alr -
2' WALKWAY $ D _ C
0 -� - - �- -
HEDGES
----- x � t CTB ST 1 9 G:B S 14+9 1 G. . TA 144+90 dB_ TA 1490
\. y e j - 14 1 ; 14 3 -- T_ 1 30. 3 _ 1430.84 I
J 13' CONC. D/W (STA 14+94.2) (j1 4 - 1
a ST 11!4001
00 ST 1 S A 1 + STA 5+
ro �-{ 0 _ + 40 + i 14310.02 1 2 1 30. 3 1143a 174
MAIL90X V > +ol ^. ( o +c MAILBOX �--� 00
14 \ N N r J R
WATER METER U f I
40-
WATER
N w TRIPLE 8" TREE'
20' DIRT D/W (STA 15+31.5} in�? N x x r=�x WATER METER��� `-a }-
}
i \ SERVICE POWER POLE (NO WIRE CONNECTED) I j - O�
All
� ao POWER POLE
RETAINING WALL _.� - - - - - - - - _a �•�
C.L. FENCE W!TH ROLLER GATE CJ1ln► V1 A
81--
MAILBOX
STA 15+64): DD �-
v MAILBOX �---� -
18" TREE \ _
WATER METER � 8' CONC D/W (STA 15+77.6) '
11
WATER METER�---� � __ _. __ __ __ _ �_ .
�"-'�--'•-x •' III .. . w ;
10' DIRT D/W (STA 15+88.4) - 1
• O1 + \` U N j 5T 5 1 + S>rA 6'+ I TA '16+100
3' WALKWAY U D c o
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0 co C.L. FENCE WITH ROLLER GATE O I
MAILBOX t0 �. i w O
it
10' DIRT D/W (STA 16+21.7) -' _- _
t0 WATER METER ---�
OW - WATER METER - ----xw
/ ( )
0 10' CONC. D W STA 6+37.8 NOT USED
10' A.C. D/W (STA 16+44.5) >M �-- N
o-hi �--o
. . �y , MAIL-BOX �o � I
t
ro MAILBOX + r ~
- �
O- WATER METER _-
SERVICE POWER POLE (NO WIRE CONNECTED)
D) -
POWER POLE WITH STREET LIGHT
10' DIRT D/W (STA 16+92.6) > II a,�- �' STA 16+94 I I`
6" TREE �-'� + `-- SIA 1 +0 S A 1 + TA "17+ STAT 17 00
cc + \, oo 8" CURB O 1428M 1 1428.57 142 .7 l l
N �; A I -
28. 4
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36" EUCALYPTUS TREE __-_. _ ..�_.. _ _ _ ._.
►+.�M coG+:3E
10' DIRT D/W (STA 17+23) t. _
10' CONC. D/W (STA 17+27.5) U N + w W N l 1 _ •lr
WATER METER ` x= x-x�c- WATER METER t,�
SERVICE POWER POL
w 'rpw t f Iry I
SEWER MANHOLE
WATER METFR V w \, w MAILBOX
x--x----x-__._x.__ WAT._R ML
ro 8' DIRT D/W (STA 1 7+77.2)
MAILBOX 10' DIRT D/W (STA 17+87.7}
10' CONC. D/W (SIA 17+93.4 > N >
) V N MAILBOX ---� + S 1 + A 1 +0 TA `1�8+ I STA 1'8+00
4.5' HIGH C-L. FENCE °i co O 1427•
1 27. 6. 42759 142 .80
2„ TREE v I w -'- - -
4" TRETE
T
STA 18+2 i
POWER POLE
/ (STA
WATER METER - - ,� �� _ _ WATER METER
14' CONCwD W (SIA 18+41.5) >N f N 10 CONC L, W 8+37.8}
0- - / --
ROCK CURB Al_OrJG D W
' r i MAILBOX I
MAI!_BOX ao a 6 TREE
4.5' WALKWAY - u�J 3' WAI.KWAY
12" -FREE it + E X!ST. S/W At_ONG FRONTAGE
BLOCK WALL W/ IRON r - 6" TREE
®" EXIST. 5/W ALONG FRONTAGE Q ROCK WALL & C.L. FENCE
��,,� I
WATER METER _ _ WATER METER
w _ ..
^� 4"PVC IN CURB
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STA 9+ TA 9+ I 1 TAI 19-0 - L~ ST),
;142 .1 � �14 6.
MATCH LINE STA 19 +00 0 _ _. _ _ _ _-. , 26.82
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PLV f I.EV 1424.27
•
1 1
+ _ I } -_ { 1 _ - _.. _� _ _ : � .I _. } is I. � }
BENCHMARK
1.-�-- - P ELEV - 1 2s: 3 - - _
- - � a } NAIL AND WASHER ON TOP OF CURB AT THE
## i , NORTHEAST CORNER OF MONTE VISTA ST. AND
: i : AMETHYST ST. SOUTH OF THE HANDICAP ACCESS
- } - + _I_ I - ►- I r �' _ _PSI .Etv } t I _ #
+ i - j
RAMP. BM ELEVATION-1434.439
-�- }} _1417,5} #
N I I + 1 - I , f~ OI I i
- __ _
to t N I i 'tS , , N -� -
{{
yy .# ... { .. .. . i < N � � - - - - - � - ice• «- _ :
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PRbPOtED TC OhLE ' r } - } veto . -
447 -- - - 'tr f�R t 1+ i # , t f
-- - -�-, -- - _ __ . -- - - -- -- --- 4420-1 L
i t , ��i ''�-,- , .- h- Cy f 1 l + f , . �'• I 7 ,
: t }
t _ ; SE4 TYPICAL SECTION
_ --$--«-
I�CIST11dG 11C PkOF _E + _ --
' Fl
{ I
1
- bpa �r.�tcv-k:FtOtL€ C ° -
--L - -- PM ELEV . 1426.12
r _ - }
00
G t - ! � � ! # t }
1 I to ! C9 t CR 141 .30 �3
} - # -_ 3 A + 4. _ i- _ -
< N-- �I +
rn !
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PVI ELEV = 1425. 9 PM20PbSED CRbWN' PROFILE ; N + c {
:
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WITH !INNER tNNER S�IJRFACE PF
i I _
t r 1 ESTIFIG ? PROFlLQ t 1 t - o
- - t{ 1 PUI ELEV 1419.55
- --t-- - - -� - -- - - -- t, i
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PVI ELEV = 1425, 1 ; r { t 1 f l _ 1 - i i + i ! ; 1 t ti I
t } ! } t 1 } I
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N .- -
- t- 1-1
I
4N 4
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N PVI ELEV 1416.31
;
1
N \ m • i , + ' , 1 - ,. IT �r . • i 1 ; ' } ' t i ' i -{ :-� , - T _ {. 1 ` t - 1 '�- _
i r , r (3 { h 1 � !•- � { j � 1 , I I ' 3 - , t ' f i � 1 ' + � } , ' j 1 j ,
- - '
, , ' - + , r ' ' -} � N - i_ -. . < -. -'-
W 1- n } ; R _t _ FIE,N 5 T ` PR 1 _ - -IlL
LA
j - -. . 1 - - ♦ .. < { TTf - . �_. �f'tVT[I'�. �SV�t.'E �» 2tl'_ +' 1
- �4�5�- ---� _- ---+ --•_ .+ _ . - -- - - _-:- _. _, ---x- ---1-�- - - ERT r��Al� - - - �
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44 R _ Z i t M < } } _ t # j t
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STING If. f OFIILE - i eROFI
---1 : , i 4 i {
i i # 2sgz N _; I }_ ; 1
CONSTRUCTION NOTES:
� _ �,, ��'T6 ' . 1 ► i a _ i
i
-- -a - - * + 1 ; REMOVE EXISTING A.C.
H RI "_4 ' 1 i - -Z. 9l: f I 2�CONSTRUCT 3 A.C. OVER 4' A.B. PER CITY STD.100-A
HORIZ. SCALE: 1 - 0
"_ r - i 1 , t I -- , - -t-1*14 -+- -t _ _. - f i t t 1 3�CONSTRUCT 6" P.C.C. CURB W/24" GUTTER PER CITY STD. 104
VERT. SCALE: 1 -4 , � t t � A 3�-34. 5 ; L-1.13. , _ _ _ , _ t _ _
± 4�-CONSTRUCT 6" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2 do DETAIL A do B SHEET 1
5�CONSTRUCT P.C.C. SPANDREL do CROSS GUTTER PER CITY STD. 106-A
9+00 20+00 21 +00 22+00 23+00 24+00 6�-CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 (W PER PLAN)
INSTALL NEW C.L. FENCE X 7�--CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102
PER CITY STD. 607 a CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. RNSP A88 CASE C
EXIST. BLOCK WALL AND REMOVE EXIST. FENCE X 99 RELOCATE
VARIES 10 CONSTRUCT 8" P.C.C. CURB W/24" GUTTER PER CITY STD. 104
6' TO 7' S/W I 1' 11 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E.
IF EXIST. BLOCK WALL
6 (INSTALL UGHTS 5800 LUMEN HPSV WITH 6 MAST ARM BY S.C.E.)
FOUNDATION IS EXPOSED I 12 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E.
S/W �! CHIP THE EXPOSED PCC CONSTRUCT PCC
ABUTTED AGAINST INSTALL LIGHTS 9500 LUMEN HPSV WITH 6' MAST ARM BY S.C.E.
�' AND IF NECESSARY CONSTRUCT )
6" PCC CURB I @_ADJUST TO GRADE
EXIST. HEAD WALL
27L 22% 14 SAWCUT AND MATCH EXISTING
^ 13 15 CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY STD. 542 CASE 1
ouj
o n m FILL GAP WITH PCC. 16 INSTALL NEW CHAIN UNK FENCE INCLUDING GATE PER CITY STD. 607 BEHIND S/W OR EASEMENT
+ a + + 13 + + + + 9 i EXIST. HEAD WALL AS INDICATED ON THE PLAN. MATCH UP WITH EXISTING. HEIGHT SHALL BE SAME AS EXISTING.
rn z rn m + N w �- -I 6 ; 17 REMOVE PORTION OF WALL/FFNCE INTERFERING WITH PROPOSED IMPROVEMENTS
Q ° c a 1 13 Q 13 Q Q 13 13 Q 13 J 6 AND REPLACE END OF WALL/FENCE TO ACCOMPLISH A FINISH LOOK.
II c� v n Q TLn ? 18 CONSTRUCT NEW BLOCK WALL WITH WROUGHT IRON FENCE INCLUDING GATE TO MATCH EXIST.
s 9 z 9 g V w g 9 v g 9 3 z Q SECTION C-C 19 PROTECT IN PUCE
3 0 Y PARKWAY DETAIL 0 CONSTRUCT 4" THICK P.C.C. WALKWAY (W PER PLAN)
o a o o z w o o c rr c > z NTS ,
ws> c z Q w w w Q w O 21 PAINT 4" SOLID YELLOW PER CITY STD. 133 (L=100)
3 1 a w v v �' w Y C' w NTS ! PAINT 12" SOLID WHITE LIMIT UNE AND STOP LEGEND
ZO x w tf W Z Z x > x U '-'J x Z W X W Z Z >< Z x J ✓Y C O _�1 "
o o c o 0�Q o z x 3 0 0 ow'0 0 o a � o 0 3 ce u C 3 � 1 i � ( 14 PAINT 12 SOLID WHITE CROSSWALK UNE
wWw m m U wmchU U m w ul G Q w = w
o c o x o N o a Q z a a 3 a iv a a� o o a Q a ' Q a a �� t24 -INSTALL 15 GAL CRAPE MYRTLE (HYBRID LAVENDER) PER CITY STD. 502 OR 505
y w 3 HIGH C.L.
__3 H o n Ki 3 eco 3 3 s Ki 3 v cn INSTALL
PER CITY STD. I g� �- RECONSTRUCT MAILBOX
9 607 AND REMOVE 15 L 8 CONSTRUCT AC BERM �-INSTALL TYPE I MARKERS (BLUE) PER CITY STD. 134
O I I ��; EXISTING FENCE TO MATCH EXISTING �-CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. 114
9642 9658 9656 I 9674 9680 9688 9698 I 9702 9706 3 k `4 V1 RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS, GROUND
W=12' W=28' � W=12' 1�/=12' W=22'x [W-12' � � � �e ,a� � � e"+'� - ,-- - �J �COVER AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS.
+ STA 19+09 STA 19+82 STA 20+77.5 STA 21+26.8.)f STA 21+32 ' STA 22+41.6 C
I � i� !�' �5• � �,.' !� � ®-•-CONSTRUCT 18" RCP STORM DRAIN (D1250) PER CITY STD. 341 TYPE 1
4 C4 4 r E/►�Ir 4 1 4 4 4 I F I t s �_
(TYP) 8 CONSTRUCT CATCHBASiN PER CITY STD. 300, 304, 305, 308, 310 AND 325, W=7 V-6
-
in yy + it 1s ' S DETAIL C 8 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A
r N 4 ' 4 4 4 u 1 r "� SHEET 3 14 R i
(� 0 H 1 RETAINING ` 3 REMOVE EXISTING STREET LIGHT FROM POWER POLE BY S.C.E.
9 4 9 13 g 9 13 9 1 13 9 13 9 ji 5 ECONSTRUCT W.V. I j -� '� CURB I ° J 5 3�-- REMOVE INTERFERING PORTION
9 - - - - - - oto REMOVE AND DISPOSE
Q x 24+05!55 MONTE VISTA ST. WEAKENED E
• - ,n i IaNT (WPB 35 REMOVE EXISTING POWER POLE BY S.C.E.
LLJ 10+00 ARCHIBALD AVE. 3 PAINT 4 BROKEN YELLOW PER CITY STD. 133
i
W 4 � `k � �I D ETAI L D � ��=PAINT LEGEND
3 e3
0� 8 11 20+00 3 SHEET .� 11 21+40 SEE wN T NSI N 22+00 s� r w �3+00 /13 13 �`� 3k6��24+Ob I SCALE 1'=20' + C
. / / P CT. N89 57 0� E ti N RECONSTRUCT W.V. - -
__ __.% I _i } L��> -�,/ { �l _ i,,, /F- �i fi -b�. /, __I ! ST +34.5 ke 1 b_ 1 I � <
Ld 4 4 9 13 9 M O NTS 17 J `]`117 1 r,�� 1 -1 'S`. � �r`1 I � �n DETAIL C
Z - �` 'SCALE 1'=20'
-1 W _
_ _ ,� 5 � LENGTH FOR D W SEE DETAIL A SHEET 1
r ` NORTH D W SOUTH D W
LLJ1• " { - - -- - - - - - - R, 7 35
9 `0 13 g 13 + - 13 5 4 N t ( STATION L FT TYPE STATION L FT TYPE
v r 17 e° STA 11+26.4 6.5 SEE DETAIL B SHT. 1 STA 11+24 28.5 SEE DETAIL A SHT. 1
I 4 INSTALL NEW 4 0 16 IN 0 18 p 16 4 N 4 16 0 W=12.x < �3 1�
} �n S• STA 11+42 3.5 SEE DETAIL 8 SHT. 1 STA 11+70.3 2.5 SEE DETAIL A SHT. 1
U AND WOOD SCE 4 � J � N p #s/W,� T �A 23+1 CR g+47) , 1 4 STA 12+21.3 9.5 SEE DETAIL B SHT. 1 STA 11+91.5 3.5 SEE DETAIL A SHT. 1
Q W=12' W=12' W-112' c W:26' Wl=J12' JW=12' (�(Yp 1 1 STA 12+37 3.5 SEE DETAIL B SHT. 1 STA 12+21.3 3.5 SEE DETAIL A SHT. 1
STA 19+26.5 STA 19+71.7 STA 19+95.3 j I STA 20+83 ; STA 21+40.5 STA 21+89.8 REMOVE _�� A g+ STA 12+70 8.5 SEE DETAIL B SHT. 1 STA 12+77 3.5 SEE DETAIL A SHT. 1 CITY
i4 A•c• /W , DESCRIPTION OF REVISION DATE
� 9641 9651 9659 9665 9669 9681 96$7 9699 9701 705 1 d 1 " W=7'� V=6� STA 13+27.3 9.5 SEE DETAIL B SHT. 1 STA 12+89 3.5 SEE DETAIL A SHT. 1 lEx,lsr
STA 9+ .40 31 STA 13+40 9.5 SEE DETAIL B SHT. 1 STA 13+73 8.5 SEE DETAIL B SHT. 1
6' S w ' STA 9+16'' I- STA 13+90.7 6.5 SEE DETAIL B SHT. 1 STA 14+22.5 35.5 SEE DETAIL A SHT. 1 CITY OF RANCHO CUCANIONGA
_ z x x - x ^ w > w >- w x 5 >-x z x w x >-w x xw >- w x r w w , •N 1 1 STA 14+42,7 5.5 SEE DETAIL B SHT. 1 STA 14+40.4 23.5 SEE DETAIL A SHT. 1
C7 GGw ^ S C Q w Q U GwN3 aGG TI O QUw 0L'_ < w D2 Q' OQO > 1� •
a n m c� �, Ji z 3 3 z m �c o a a o o 3 z �, of L a i r G c� n 3 z �+ O P R Q STA 14+94.2 14.5 SEE DETAIL B SHT. 1 STA 15+31.5 13.5 SEE DETAIL B SHT. 1
r N w- - Q Y Y w J w r, Y - w CL 'k x a,, �. Y ``, Q S� •( 2�, 3 STA 15+77.6 18.5 SEE DETAIL B SHT. 1 STA 16+21.7 20.5 SEE DETAIL B SHT. 1
+�QQ� + Q + Q a w + � ; T O + > �� + Q Z rQa > g 1 - ( PLAN AND PROFILE
a ° 0 3 3 x oN o cov 3 w CN 3 x N m 3 w w 3 Y C z w 1 0 STA 15+88.4 5.5 SEE DETAIL B SHT. 1 STA 16+44.5 1 1.5 SEE DETAIL 8 SHT. 1
w w o z w 3 w 3 Z w w w w Y z c z o > 1 >n ( STA 17+23 7.5 SEE DETAIL B SHT. 1 STA 16+92.6 23.5 SEE DETAIL A SHT. 1
L) Qa a a a 3 ;� Q a E Q Q a � Q Q Q �> � � r c o Q g J
v3 3 v v T z 3 v J f < 3 n z 3 3 Q n C z G w > (V STA 17+77.2 5.5 SEE DETAIL A SHT. 1 STA 17+27.5 12.5 SEE DETAIL A SHT. 1 MONTE � � STREET IMPROVEMENTS
9 - a < 3 a `� G = n 2 V) N STA 17+87.7 7.5 SEE DETAIL A SHT. 1 STA 17+93.4 12.5 SEE DETAIL B SHT. 1
a 3 3 9 3 T 9 33 3 9 3 C w _ 13 � a fi
N ir; c _ ( STA 18+37.8 5.5 SEE DETAIL B SHT. 1 STA 18+41.5 5.5 SEE DETAIL A SHT. 1
0 13 13 C w _ " Y 13 _ �13 x z Z 13 5 = STA 19+09 2.5 SEE DETAIL A SHT. 1 STA 19+26.5 3.5 SEE DETAIL A SHT. 1
ul) z z K' z 13 Q z z T 13 z o = 1 13 1 U Z STA 19+74 2.5 SEE DETAIL A SHT. 1 STA 19+71.7 9.5 SEE DETAIL B SHT. 1
G G o U G 13 5 5fN ( STA 19+90.8 2.5 SEE DETAIL A SHT. 1 STA 19+95.3 16.5 SEE DETAIL B SHT. 1
x G �' "' �' 9 n ���I STA 20+77.5 4.5 SEE DETAIL A SHT. 1 STA 20+76.2 8.5 SEE DETAIL B SHT. 1 FROM AMETHYST ST. TO ARCHIBALD AVE.
0 3 LLA _ y o o w bti Q ( STA 21+26.8 7.5 SEE DETAIL A SHT. 1 STA 20+89.7 8.5 SEE DETAIL B SHT. 1
r a o KO�0�5 STA 21+75.7 3.5 SEE DETAIL A SHT. 1 STA 21+40.5 5.5 SEE DETAIL B SHT. 1 APPROVED BY: r ;� - /�;� DATE.
LEGEND � STA 8+3 .57 i �2, STA 21+87.5 8.5 SEE DETAIL A SHT. 1 STA 21+89.8 5.5 SEE DETAIL B SHT. 1 QROFESSio�," CITY ENGINEER Ili �Lj �(60 �w;: (� RCE: 24953
4 MATCH EXIST. If- STA 22+41.6 2.5 SEE DETAIL A SHT. 1 �J� t
36' ��j�� � � DESIGN ��N PREoaREC RECOMMENDED
REMOVE AND DISPOSE EXISTING A.C. �W �� � Z�
CURVE DATA h(3 PK CITY OF RANCHO CUCAMONGA
Np. 24953 z
V Al 10500 CIVIC CENTER DRIVE
NEW A.C. Q � R L T � Exp. 12-31-01 � DRAWN RANCHO CUCAMONGA, CA 91730 ��
* PK 3 of 5
NEW P.C.C. A 89'40'07" 35.00' 54.78' 34.80' CIV1�- �!
B 90'19'53" 35.00' 55.18' 35.20' '�� '
CHECKED
pFQM.�F R.C.E. NCG 740
RIGHT-OF-WAY DRALWING NO.
JD DATE DILE NO �1L
BENCHMARK
NAIL AND WASHER ON TOP OF CURB AT THE
17+ 00 NORTHEAST CORNER OF MONTE VISTA ST. AND
AMETHYST ST., SOUTH OF THE HANDICAP ACCESS
1430.0 1430.5
13+ 50 RAMP. BM ELEVATION=1434.439
1429.5 1429.5
1433.5 1433.5 1429.0 \ d�u 1429.0
7�
1433.0 1433.0 1428.5 1. k ti 1428.5
1432.5 \ 1432.5 1428.0 �- __3 kry 1428.0
1
1432.0 A 1432.0 1427.5 1427.5
1431.5 17ni1431.5 1427.0 1427.0
-40 -20 0 20
1431.0 _ 1431.0
1430.5 1430.5
1430.0 1430.0
1429.5 1429.5 16+ 50
-40 -20 0 20
1430.5 1430.5
1430.0 ti 1430.0
13+ 00 b^1429.5 . 1,70 k 1429.5
1429.0 1429.0
1433.5 1433.5 1428.5 1428.5
1433.0 1433.0 1428.0 1428.0
1432.5 1432.5 1427.5 1427.5
dti -40 -20 0 20
1432.0 1.70% 1432.0
1431.5 ,• 1431.5
1431.0 1431.0
1430.5 1430.5
16+ 00
1430.0 1430.0 1431.0 1431.0
-40 -20 0 20
1430.5 ` 1430.5
1430.0 1430.0
1429.51429.5
1.7071 k
12+ 50
a
1429.0 1429.0
1433.5 i1433.5 1428.5 1428.5
1433.0 1433.0 1428.0 1428.0
1432.5 1432.5 -40 -20 0 20
1432.0 1432.0
1431.5 1431.5
1431.01431.5 15+ 50
-40 -20
0 20
1432.5 1432.5
1432.0 1432.0
12+ 00 1431.5 \ 1431.5
1431.0 ti 1431.0
1434.5 1434.5 1430.5 1430.5
1434.0 1434.0 1430.0 1.70% 1430.0
1433.5 1433.5 1429.5 k1429.5
1433.0 \ 1433.0 1429.0 1429.0
N
1432.5 1432.5 1428.5 1428.5
-40 -20 0 20
1432.0 1• ,• op 1432.0
1431.5 \ 1431.5
1431.0 1431.0
1430.5 1430.5 15+ 00
-40 -20 5 20 45 _ LEGEND:
1432.5 1432.5
1432.0 1432.0 PORTLAND CEMENT CONCRETE
1431.5 1431.5 C.A.B.
11 + 50 1431.0 \ O 1431.0
1434.5 1434.5 1430.5 1.70 ti 1430.5
NEW ASPHALT CONCRETE
1434.0 1434.0 1430.0 1430.0
1433.5 1433.5 1429.5 ` 1429.5
b
1433.0 1433.0 1429.0 1429.0
1432.5 -40 -20 0 20
1432.5 SCALE
1432.0 - - _ 1432.0 HORIZONTAL- 10-10'
VERTICAL: 1 =2
1431.5 1431.5
-40 -20 0 20
14+ 50
1433.0 1433.0
1432.5 1432.5
11 + 00 1432.0 � 1432.0
1434.0 1434.0 1431.5 1431.5
1433.5 4 1433.5 1431.0 1431.0
b
1433.0 �' 1433.0 1430.5 1430.5
ILE
1432.5 1432.5 1430.0 • 1430.0
1432.0 1432.0 1429.5 \ 1429.5
1431.5 1431.5 1429.0 1429.0
-ao -20 0 20 -ao -20 0 20 Crry
DESCRIPTION OF REVISION DATE APPROVED.
CITY OF RANCHO CUCAMONGA
10+ 50 14+ 00 CROSS SECTIONS
1435.0 � 1435.0 1433.0 1433.0
1434.5 _ 1434.5 1432.5 1432.5 MONTE VISTA STREET IMPROVEMENTS
1434.0 11434.0 1432.0 ,y 1432.0
1433.5 3'4Z 1433.5 1431.5 �• �b 1431.5
1433.0 1.70%1433.0 1431.0 _3 1431.0 FROM AMETHYST ST. TO ARCHIBALD AVE.
1432.5 1432.5 1430.5 1430.5 APPROVED BY:
\
DATE:
1432.0 1430.0 1430.0 aFEssoRCE: 2�C49531432.0 �-
CITY ENGINEER
1431.5
-40 -20 0 20 1431.5 1429.5 -40 -20 0 20 1429.5 ��/�v� ��i �Z DESIGN
FREEE RECOMMENDED
No. 24953
z
PK
CITY OF RANCHO CUCAMONGA on
i! m 10500 CIVIC CEN'ER DRIVE
Exp. 12-3t-01 DRAWN RANCHO CUCAMONGA, CA 91730
PK 4 of 5
lViv
CHECKED
� DRAWING No.
� �,�,�F JD A ' R.GE. No _ 1740
DAA FIE No 93 12
BENCHMARK
NAIL AND WASHER ON TOP OF CURB AT THE
NORTHEAST CORNER OF MONTE VISTA ST. AND
AMETHYST ST., SOUTH OF THE HANDICAP ACCESS
23+ 50 RAMP• BM ELEVATION-1434.439
1416.0 1416.0
1415.5 _ 402_�• 1415.5
1415.0 ' 1415.0
1414.5 1414.5
1414.0 1414.0
20+ 00 1413.5 1413.5
1427.0 1 1427.0 1413.0 1413.0
1426.5 1426.5 1412.5 1412.5
-40 -20 0 20 40
1426.0 1426.0
ti
1425.5 � 1425.5
1425.0
k
1425.0 or 411tik 1425.0 23+00
1424.5 - 1424.5
1424.0 1424.0 1417.5 try 1417.5
1423.5 1423.5 1417.0 kc soxb 1417.0
�4JJ
1423.0 -40 -20 0 20 1423.0 1416.5 y- 1416.5
1416.0 1416.0
1415.5 1415.5
1415.0 1415.0
19 + 50 1414.5 1414.5
1428.0 JL1428.0 -40 -20 0 20 40
1427.5 1427.5
1427.0 � O 1427.0
1426.5 k 1426.5 22+ 50
1426.0 •7 k _ 1426.0 1419.5 t 1419.5
1425.5 k 1425.5 1419.0 k 1419.0
1425.0 1425.0 1418.5 1418.5
1424.5 1424.5 1418.0 - 71; k111 1418.0
1424.0 1424.0 1417.5 1417.5
-40 -20 0 20
1417.0 1417.0
-40 -20 0 20
19+ 00
1429.0 1429.0 22+ 00
1428.5 1428.5 1421.0 1421.0
1428.0 \ 1428.0 1420.5 k 01 1420.5
1427.5 1427.5 1420.0 a 1420.0
1427.0 • 0l� k 1427.0 1419.5 -- 1419.5
1,7 O
1426.5 1426.5 1419.0 1419.0
1426.0 1426.0 1418.5 1418.5
1425.5 1425.5 1418.0 1418.0
-40 -20 0 20 40
1425.0 1425.0
-40 -20 0 20
21 + 50 LEGEND:
18+ 50 1423.01423.0
_ PORTLAND CEMENT CONCRETE
1429.0 1 1429.0 1422.5 ib 1422.5
1428.5 1428.5 1422.0 p 1422.0 CAB.
k
1428.0 1428.0 1421.5 _Lu 1421.5 NEW ASPHALT CONCRETE
1427.5 1.70% k 1427.5 1421.0 - 1421.0
1427.0 1427.0 1420.5 - -- 1420.5
1426.5 1426.5 1420.0 1420.0
1426.0 1426.0 1419.5 1419.5 SCALE
1425.5 1425.5 -40 -20 0 20 HORIZONTAL
-40 -20 0 20 VERTICAL: 1":2'
21 + 00
18+ 00 1424.5 1424.5
1429.0 1429.0 1424.0 1424.0
1428.5 1428.5 1423.5 10 1423.5
1428.0 �• �1.70% 1428.0 1423.0 \ 1423.0
1427.5 k ^• kti 1427.5 1422.5 1.7071 k '`d 1_ 16 1422.5
1427.0 1427.0 1422.0 1422.0
1426.5 1426.5 1421.5 1421.5
-40 -20 0 20
1426.0 1426.0
-40 -20 0 20 crry
DESCRIPTION OF REVISION DATE
20+ 50 CITY OF RANCHO CUCAMONGA
17+ 50 1426.0 1426.0
CROSS SECTIONS
1429.51429.5 1425.5 1425.5
1429.0 \ 1429.0 1425.0 1425.0 MONTE VISTA STREET IMPROVEMENTS
1428.51.70 k 1428.5 1424.5 O 1424.5
1428.0 • �• _ kti 1428.0 1424.0 1424.0
k V
1427.5 Ja
1427.5 1423.5 ti 1423.5 FROM AMETHYST ST. TO ARCHIBALD AVE.
1427.0 1427.0 1423.0 --. 1423.0 APPROVED BY: DATE: l
1426.5 142x.5 1422.5 1422.6 'QaoFEssi \ CITY ENGINEER 1 i , /' GGA(/ � RCE: 24953
-40 -20 0 20 -40 -20 0 20 O !
�'���,A DESIGN a_4N o R E c 4 R E E c : RECOMMENDED
I y = PK CITY OF RANCHO CUCAMONGA
c+
No. 24953 M '0500 CIVIC CENTER DRIVE
Exp. 12-31-01 RANCHO CUCAMONGA, CA 91730 SHEET
*/
� PK 5 0l< 5
IV-
of �\Id CHECKED R.C.E. No DRAWING No.
JD DATE FLE No 93-12 1740