HomeMy WebLinkAbout1675 CI-ITY 01F R ANCI ffO C lqUC A .M.,_ ,. 0 GA
1998 /199_ - 9 ADA ACCE S R M- PS AND DRIVEW YS CONSTRUCTION
ALONG ARCHIBALD AVENUE FROM 6TH STREET TO BASE LINE ROAD AND VARIOUS LOCATIONS
GENERAL NOTES
1, All work shall conform to the City of Rancho Cucamonga Standard Drawings and the
Standard Specifications for Public Works Construction, (Green Book), 1994 Edition and
1995 supplement.
CONSTRUCTION NOTES:
2. Public and private utilities and substructures shown hereon are from available records,
The contractor shall be responsible for protecting all utilities and substructures as Q--CONSTRUCT 6" THICK OR AS OTHERWISE INDICATED ON THE PLAN
shown within the construction limits of this project and shall be responsible for any RANCHO CUCAMONGAP.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-1
__C0NSTRUCT 6" THICK OR AS OTHERWISE INDICATED ON THE PLAN
damage as a result of the construction operations. P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2
C3)-00NSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C
3. The contractor shall notify Underground Service Alert 1-800-422-4133 and the following I I (D-CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A
utilities two working days prior to construction or regarding any problems. �U HILLSIDE D I ( I 5a-00NSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102
ILSO AVEStu
•� 24TH ST O--CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103
Southern California Edison Co. (909) 357-6240 W a-RELOCATE
Southern California Gas Cr O. (909) 335-7572 � BANYAN ST Q �; � SUMMIT AV �-REMavE
a
General Telephone Co. (800) 469-6343 w (:D-RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS,
I rl -
� I'ZI
¢ HIGH •D AVa BUSHES, AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS.
Cucamon a Count Water D st ct (909) 987 2591g Y
30
19TH T ❑ 30 0 > Q V) SHEET INDEX 15-PROTECT PROTECT IN PLACE
J !]
J
z m z 11 T
ADJUS TO GRADE
4. For inspection of this project, the Contractor shall Contact the Public Works Section �. < Y vlcTORI PARK N 12 SAWCUT
7
at 477-2740 Ext. 2341 two working days prior to the required date. ASE LIN RD J a 1. TITLE SHEET 13 MATCH EXISTING
UR RR Q 2. LOCATION MAP 14 CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING
5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction I I�� N 15 REMOVE INTERFERING PORTION
or encroachment within any City of Rancho easement Or right-of-way. 3. 9. PLAN 16 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING
FOQTHILL BLVD 66 17 CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
6. Contractor shall have a "Class A" Contractor License or "C8" Concrete Contractors 10500 C NTE DR.
a > > I RROW CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
Specialty License, i 1819 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
' Q c o > a BNSF RR 20 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64)
7, Contractor shall verify all conditions and dimensions shown on the plans at the site prior UJ
to commencement of any work. All discrepancies shall be reported for direction immediatelyz 6TH ST
to the city. 5
Ll L�� i
. o
EXISTING SURVEY MONUMENTATION
. VICINITY YAP
All existing survey monuments that will. be disturbed by this project shall be referenced and scALF LEGEND:
reset b the Construction Surveyor n accordance with Section 8771 of the California
Y Y
Surveyors Act. Found monuments are shown on the plans and described as follows:
NEW P.C.C. PAVEMENT
RT� FLAT SIDE UP
CURB
Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald COBBLESTONE SIDEWALK
E A
Fil Ave. and Deerbrook St. See sheet 3. zT% REPLACEOF 3" THICK OR 1EXISTING A.C. W THICKER THAN ITH NEW A.C. PAVEMENT WHICHEVER WHICH BGREATER
a Nail and washer located on top of the curb at the north side of driveway 11 .
See sheet 4. ��
GRADE EXISTING DIRT TO MATCH NEW CONCRETE
Nail and washer located on to of the curb at the south side of drivewa 11 . A " 1/2" R 1/2- R 3• MINIMUM
P Y 1 Z R CONCRETE BED UNDERNEATH COBBLESTONE
N dt W NAIL do WASHER
3❑ ' 1 See sheet 4.
12 6 FH FIRE HYDRANT
Nail and washer (HILT] R36 located on to of the at the south side of driveway 11 - - -- 1 , 16 WV WATER VALVE
p e cuY . a N 12 Ek �M WM WATER METER
See sheet 4. . • •4 a • 4p 1. ROCK SIZE do SHAPE, UNLESS OTHERWISE SPECIFIED, SHALL BE:
COBBLESTONES: kW. 12' - MIN. 6', W/1 FLAT SIDE MB MAILBOX
> PP POWER POLE
- `
5 Nail and washer (HILT] R36)located on top of the curb at the south side of driveway 11 . a 2. COBBLES SHALL HAVE 2/3 EMBEDMENT
-
•
a • • . EXISTING SIDEWALK . , 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D'
See sheet 4.
❑ a 10 7 .. MORTAR, 1 PART CEMENT TO 2-1/2 PARTS SAND, 2000 PSI
- -- - a -- -- -- PORTLAND CEMENT CONCRETE. (NO "DRY-PACK' IS ALLOWED)
//��//��
• • • a 4. A SAMPLE AREA, MIN. 20 SQ. FT., SHALL BE APPROVED BY
6 Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald - THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING
❑ 2ROCK WORK.
Ave. and Estacio St. See sheet 6. 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE
A CITY INSPECTOR.
Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE
7 Ave. ISFIGURATIONS AND EXCESSIVE IRON CONTENT.
ve. and Estacia St. See sheet 6.
DETAIL A
° CURB ENDING SECTION A-A
Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald NTSO DETAIL B Ave. and San Bernardino Rd. See sheet 7. � COBBLESTONE ROCKSCAPE
NTS
❑ Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald
Ave. and Candlewood St. See sheet 8.
10 Nail and washer (CCWD) located on the curb return at the southwest comer of Archibald
Ave. and Palo Alto St. See sheet 8. 2.� 1/2" R ary
DESCRIPTION OF REVISION DATE APPROYM.
11 Nail and washer (CCWD) located on top of the curb at the south side of driveway 64. 1
See sheet 9. 9 9 CITY OF RANCHO CUCAMONGA
18 N
EXIST. GROUND R/W
R2
R=2' SLUE OF 5.1 MAX TITLE SHEET
t N I BEHIND NEW SIDEWALK
d. 16 1"8/19" AM ACCM RAM 40 Di\"AYS W*71RVM
UU <
a ` • • .�. .
Underground PID
MB
9 I 131
Service Alert ALONG ARCHIBALD AVE. FROM 6TH ST. TO BASE LINE RD. AND VARI10us OCATIONS
19 L
Call: TOLL FREE /QaoFEss, APPROVED BY: DATE:
1 -800-422-4133 " ° 2 �, CITY ENGINEER ,� ll� RCE: 953
SPECIAL PROVISIONS: OMIT IF CURB IS REMOVED p ��
TO A CLEAN STRAIGHT EDGE �A, �\
I. 8 I " AT ITS JOIN WITH THE fy Fi Z H �_a =�:=aac_C G•
A "high early strength concrete shall be used in the replacement EXISTING A.C. y �� r RECOMMENDED
TWO WORKING DAYS BEFORE YOU DIG of the existing drive approach. High early strength concrete shall 13
be Class 660-C-3750 with not more than 3 pts. calcium chloride v I No. 24953 rn PK CITY OF RANCHO CUCAMONGA
SPLASH CURB per cubic yard or an approved alternate. T1rP. DETAIL BEHIND SIDEWALK *� En. 12-31-01 * DRAWN RaN�CHo CUCAMONGA,0, CIVIC CEN-EP DRIVE
per SHEET
DETAIL C 'ITS �� PK 1 of 9
NTS CIVI of \1 CHECKEaDRAWING NO.
R.C.E NO
JD 1KTE FN.E No 98_20 1675
NO. ADDRESS DESCRIPTION
DRIVEWAY 1 SOUTHERN CAUFORNIA EDISON FACILITY
RAMP 2 SOUTHWEST CORNER OF ARCHIBALD AVE. AND 6TH ST.
DRIVEWAY 3 9223 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER
DRIVEWAY 4 9213 — 9221 ARCHIBALD AVE. RANCHO INDUSTRIAL PARK (SOUTHERLY DRIVEWAY)
8 1 1 15 22 26 27 DRIVEWAY 5 9201 — 92998 ARCHIBALD AVE RANCHO INDUSTRIAL PARK (MIDDLE DRIVEWAY)
3 4 4 5 5 5 RAMP 6 SOUTHWEST CORNER OF ARCHIBALD AVE. AND DEERBROOK ST.
25 DRIVEWAY 7 9201 - 9211 ARCHIBALD AVE. RANCHO INDUSTRIAL PARK (NORTHERLY DRIVEWAY)
2 6 5 DRIVEWAY 8 9016 — 9050 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (SOUTHERLY DRIVEWAY)
3 3 N DRIVEWAY 9 9029 ARCHIBALD AVE. CUCAMONGA COUNTY WATER DISTRICT (SOUTHERLY DRIVEWAY)
I r DRIVEWAY 10 9029 ARCHIBALD AVE. CUCAMONGA COUNTY WATER DISTRICT (NORTHERLY DRIVEWAY)
N 22W* 3W* 16a't 97'1 134'1 194'* 327'* w DRIVEWAY 11 9004 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (NORTHERLY DRIVEWAY)
1-� m: DRIVEWAY 12 8981 ARCHIBALD AVE. RESIDENTIAL
i�
ARCHIBALD AVE. 3 DRIVEWAY 13 8971 ARCHIBALD AVE RESIDENTIAL
_-
p - -- - _ _ -_ -_
- - - > -i DRIVEWAY 14 8959 ARCHIBALD AVE. RESIDENTIAL
257'* 2151 60'* 165'* 214'* 120'± 94'± 61'± 72'± 1a'* 88'1 co 93'* 95'± 65'± 90'± =J 633'* 238'± W
W m DRIVEWAY 15 8937 ARCHIBALD AVE. RESIDENTIAL
18 1940 24 w DRIVEWAY 16 8943 ARCHIBALD AVE. RESIDENTIAL
W�J DRIVEWAY 17 8889 ARCHIBALD AVE. OWENS ELECTRICAL SUPPLY STORE
4 1 4 4 21 5 l� RAMP 18 SOUTHEAST CORNER OF ARCHIBALD AVE. AND MAIN ST.
3 4 5 RAMP 19 NORTHEAST CORNER OF ARCHIBALD AVE. AND MAIN ST.
1 3rj 7 9 10 12 14 16 17 20 23 28 29 DRIVEWAY 20 8847 ARCHIBALD AVE. RESIDENTIAL
3 3 3 3 3 4 4 4 4 4 5 5 5 6 DRIVEWAY 21 8817 ARCHIBALD AVE. RESIDENTIAL
DRIVEWAY 22 8804 — 8810 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (SOUTHERLY DRIVEWAY)
DRIVEWAY 23 8801 ARCHIBALD AVE. RESIDENTIAL
RAMP 24 SOUTHEAST CORNER OF ARCHIBALD AVE. AND FERON BLVD.
DRIVEWAY 25 8804 — 8810 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (NORTHERLY DRIVEWAY)
DRIVEWAY 26 8776 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (SOUTHERLY DRIVEWAY)
DRIVEWAY 27 8768 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (NORTHERLY DRIVEWAY)
02 DRIVEWAY 28 8677 ARCHIBALD AVE. CUCAMONGA ELEMENTARY SCHOOL (ACROSS FROM 9TH ST.)
0 70 X 75 41E DRIVEWAY 29 8677 ARCHIBALD AVE. CUCAMONGA ELEMENTARY SCHOOL (NORTH OF DRIVEWAY 28)
Z DRIVEWAY 30 8677 ARCHIBALD AVE. CUCAMONGA ELEMENTARY SCHOOL NORTHERLY D OF PARKING LO
DRIVEWAY 31 8593 ARCHIBALD AVE. SAN ANTONIO MEDICAL CENTER SOUTHERLY DRIVEWAY
32 v 37 38 1 44 RAMP 32 SOUTHWEST CORNER OF ARCHIBALD AVE. AND BUSINESS CNT. DR.
7 7 7 N DRIVEWAY 33 SAN BERNARDINO F.C.D. (WEST OF DEER CREEK CHANNEL)
W DRIVEWAY 34 SAN BERNARDINO F.C.D. (EAST OF DEER CREEK CHANNEL)
W 52'* 109'±
W =
IRAMP 35 SOUTHEAST CORNER OF ARCHIBALD AVE. AND PLACER ST.
m ZO RAMP 36 NORTHEAST CORNER OF ARCHIBALD AVE. AND HAMPSHIRE ST.
- - _ ARCHIBALD AVE. - - - - -
- - - - -
p RAMP 37 SOUTHWEST CORNER OF ARCHIBALD AVE. AND ESTACIA ST.
0rn 11± 544'± 403'± 224'± 69'± f^ m
m 106'
RAMP 38 NORTHWEST CORNER OF ARCHIBALD AVE. AND ESTACIA ST.
m
Q RAMP 39 8001 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER
N35 w DRIVEWAY 40 8008 ARCHIBALD AVE. ALTA DENA DAIRY
a 36 40 43 RAMP 41 SOUTHWEST CORNER OF ARCHIBALD AVE. AND SAN BERNARDINO RD.
6 6 7 DRIVEWAY 42 SCHOOL MAINTENANCE YARD (SOUTHERLY DRIVEWAY)
3O 31 _ MC?SA 39 42 DRIVEWAY 43 SCHOOL MAINTENANCE YARD (NORTHERLY DRIVEWAY)
RAMP 44 NORTHWEST CORNER OF ARCHIBALD AVE. AND SAN BERNARDINO RD.
6 6 7 7 DRIVEWAY 45 7984 ARCHIBALD AVE. GAS STATION
DRIVEWAY 46 7781 ARCHIBALD AVE. MISSION VILLAGE APARTMENT
0 RAMP 47 SOUTHEAST CORNER OF ARCHIBALD AVE, AND CHURCH ST.
RAMP 48 SOUTHWEST CORNER OF ARCHIBALD AVE. AND CANDLEWOOD ST.
RAMP 49 NORTHWEST CORNER OF ARCHIBALD AVE. AND CANDLEWOOD ST.
RAMP 50 NORTHEAST CORNER OF ARCHIBALD AVE. AND CANDLEWOOD ST.
RAMP 51 SOUTHEAST CORNER OF ARCHIBALD AVE. AND PALO ALTO ST.
33 RAMP 52 SOUTHWEST CORNER OF ARCHIBALD AVE. AND PALO ALTO ST.
6 RAMP 53 NORTHWEST CORNER OF ARCHIBALD AVE. AND PALO ALTO ST.
DEER GREE $ SCALE: 1 w s 200• DRIVEWAY 54 7461 ARCHIBALD AVE. RESIDENTIAL
DRIVEWAY 55 7461 ARCHIBALD AVE. RESIDENTIAL
K
'� NES DRIVEWAY 56 7447 ARCHIBALD AVE. RESIDENTIAL
DRIVEWAY 57 7450 ARCHIBALD AVE. FIRST BAPTIST CHURCH
g DRIVEWAY 58 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (ALBERTSON SUPERMARKET)
—(
34 DRIVEWAY 59 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (FOOTHILL INDEPENDENT BANK)
6 DRIVEWAY 60 9709 BASELINE RD. COMMERCIAL SHOPPING CENTER (FOOTHILL INDEPENDENT BANK)
DRIVEWAY 61 9817 BASELINE RD. RAINBOW CHILDREN CARE CENTER
DRIVEWAY 62 9817 BASELINE RD. RESIDENTIAL
DRIVEWAY 63 9695 BASELINE RD. COMMERCIAL SHOPPING CENTER (TACO BELL)
DRIVEWAY 64 7110 ARCHIBALD AVE. COMMERCIAL SHOPPING CENTER (HOYT'S HARDWARE)
57
63 6 4 DRIVEWAY 65 S.B. FLOOD CONTROL DISTRICT (FLOOD CONTROL CHANNEL)
9 6 5
9 9
�E NOTE: DRIVEWAYS 28 AND 29 FOR CUCAMONGA ELEMENTARY SCHOOL SHALL NOT BE STARTED ANY SOONER
* THAN JUNE 21, 1999, WHEN SCHOOL IS OUT FOR THE SUMMER.
48 49 52 53
N40
N
t-
8 8 g g
W
t,, O 341'* & 270'* 90'*
V) - ARCHIBALD AVE. - Z - - - - - -- - - -
m 593'± U a 82'* 6T± 222'* 140':k" W
LLJ
N 47 50 51 — — — — — — — — — — — —
8 8 8 55 59
8 9
4 54 56 58
6 60
7 8 9 9 g
DESCRIPTION OF REVISION DATE
CITY
APPROVED:
LEGEND:
DRIVEWAY NUMBER CITY OF RANCHO CUCAMONGA
SHEET NUMBER 61
LOCATION MAP
RAMP NUMBER 62 9 �9981 0w ADA ACCESS RAMPS AND DRIVEWAYS CONSTRUCTION
SHEET NUMBER 9
ALONG ARCHIBALD AVE. FROM 6TH ST. TO BASE LINE RD. AND VARIOUS LOCA
QvtoFESs,� APPROVED BY: DATE:
a CTTY ENGINEER RCE: Z4953
Zp DESIM -4N D R=D A R t Er: REDOMMENDm
No. 24953 m PK CITY OF RANCHO CUCAMONGA 6WI�
Exp. 12-31-01 10500 CIVIC CENTER DRIVE
* DRAWN RANCHO CUCAVONGA, CA 91730 Sf'M
%� CIV1v `�/ PK 2 OF 9
OF CJX01 CHECKED R.C.E. NO DRAWING NO.
JD DATE FILE No K=29 1675
X.. ✓ N -- ST. J1:%l 1C.-r /;.. L.x'.7- Jliir.,7
1
.
r•
R-9. R-3'
R=10' R= rx, ;- CURB c
A •' ..
I R=
r. ... . r 6
!I .y d _ .y •_ 6 _
:
f'
i •
7'-6
1
DRIVE APPROACH
. a
3
" THICK PCC '. 14 .
SHALL BE 8 C
W
14
. Q
J iI
m1 4, I Q • ... A ; • Q ` - i i,�. _� 3 • ♦ r • •.
DELETE 3 J -
1 i� •. r • 1 1 m N
U — Q
7' 6" ... ''. m '
Q • -t 0' ' 4' . 2'
i — _ • , i '
+ r, r
<
*L 04:7 -
RSQ•• 61- <. a
• e r
R=10, 4,. a
M '4 I�r2` ? R=9. R=3' 7
6'-6" 4 '�, Exp '0!N'T
Y iS'Y+ 7G.C
\ cc /�
�'"ry-t..x�J Y. tiV{N'.I.
� 2 3 9213 - 9221 ARCHIBALD AVE. 4 9201 -92998 ARCHIBALD AVE. 5
N SOUTHERN CALIFORNIA EDISON FACILITY 3 N SWC OF ARCHIBALD AVE. AND 6TH ST. 3 N 9223 ARCHIBALD AVE. 3 N SOUTHERLY D/W OF RANCHO INDUSTRIAL PARK 3 N MIDDLE D/W OF RANCHO INDUSTRIAL PARK 3
SCALE 1"=10' SCALE 1--10-1 SCALE 1"=10' SCALE 1`=10' SCALE 1"=10'
CONSTRUCTION NOTES:
'�-;� � 171 � P.C.C. D NE6m THICK APPR0ACHRAS PER CITY 5�TD.E10 INDICATEDONTHE PIJW
- E)-T 6#-6-
eT ' + �' j {~`� —" � �Lx;s,. spl- a�, 8.. URE t--I 2a--CONSTRUCT 6" THICK OR AS OTHERWISE INDICATED ON THE PLAN
_x. JQL" - - I r i !�- EX'S7 s" CURB P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2
Ex. S;'w 1 , 1
CURB. PUPCCCE WITH SOD (/ } R/w 3t�—CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C
AND SPRINKLER SYSTEM.
D E E R B R 0 0 K ST. • • •. �" �` `��`E _ . ` ` r IT- x ` o--CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A
6 5a—CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102
R=9.5. a I 6
_ • G.-� .� L' Yea'. 14w Ol N
+-t-- o r ♦ ,.. ap. l 6a--CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103
LLJ
6'-4" 15'-8" S'-11" 1' °p r ' ,` I • : I I�\ -1 I 7o--RELOCATE
13 4 '' I I I 2--
6o
• 8o--REMOVE
�r 16 '"• •% 9�REST EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS,
, I I 1 � 15 I ORE TO MATCH
g ,a • JQ
_-_ __ _.. . '•�. ' •'. •. .: .. • ' ' ••14'.'' :• 1 ! ( ( 4• I BUSHES, AND IRRIGATION SYSTEM. S00 AS NECESSARY TO RESTORE EXISTING LAWNS.
I
5 W • 14' I I I 10 PROTECT IN PLACE
�. ; , r. ;' x• ' « . = Q `• '• . .. •. W I I ! 14' i 11 ADJUST TO GRADE
r .r
_ •
C)
•. \
• . • = Q I I 15' I 12 SAWCUT
. . LJ
o I .
13 MATCH EXISTING
' - m ` r 4� Q• ~ + _J Q I S' I 14 CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING
• • ,• . '.•j . . N . ` ; , � •_�. m 0 I I I 15 REMOVE INTERFERING PORTION
__._ ,;`•�,n U 3 �. " *' — J I I I i 16 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING
1 • • �• � •. . .r' - .YaT. �" ..,�'<� -' . •. � = Q III '` PlCc i
• Q '. / .. ;: ' m I I I I ! 1&----CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
• r' •+ 18 CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
�. -y Q U ! I I I I
• • ! I I I I 19 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
=k,> "' �,.,_- ` co •� Q ! I I I I 20 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64)
v
I II I 5
' 13
CiRr. R=5 I I I.
x,. r v bd' —
r R=2 R=9.5'
1 6 le n I l y�
1 X 5 -moi I R
ILI
\
f kST. 15'
I
6 9201 - 9211 ARCHIBALD AVE. 7 9016 - 9050 ARCHIBALD AVE. 8 9029 ARCHIBALD AVE. 9 DESCRIPTION OF REVISION DATE crtY
N SWC OF ARCHIBALD AVE. AND DEERBROOK ST. 3 N NORTHERLY D/W OF RANCHO INDUSTRIAL PARK 3 N SOUTHERLY D/W OF COMM. SHOPPING CENTER 3 N SOUTHERLY DRIVEWAY OF C.C.W.D. FACILITY 3 APPRaVM.
SCALE 1'-10' scALE 1`=10' Is
1`=10' SCALE 1"=10'
cn�r of RANCHO CUCAMONGA
LEGEND: PLAN
1998/1999 ADA ACCESS RAMPS AND DRIVEWAYS CONSTRUCTION
NEW P.C.C. PAVEMENT
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A
MIN. OF 3" THICK OR 1* THICKER THAN EXISTING WHICHEVER IS GREATER ALOE• D AVE. FROM aTH S• TO BAW UW RD. AND VARIOUS
/ �pFESS/ APPROVED BY: DATE: 3
GRADE EXISTING DIRT TO MATCH NEW CONCRETE p P CITY ENGINEER RCE: 24053
F7�
0E510N PLAN PREPARED BY: RE X*AfENDED
N do W NAIL do WASHER
FH FIRE HYDRANT W No. 24953 PK CITY OF RANCHO CUCAMONGA
WV WATER VALVE �# Exp. 12-31-01 *� DRAWN RANCHO
CIVIC CENTER DRIVE SHEET
RANCHO CUCAMONGA, CA 91730
B MAILBOX WM WATER ETER �\� 'V%v�F \� PK 3 OF 9
PPOWEROLE CHECKED R.C.E. NO DRAWING N0.
-- JD fl QATE SLE NO 0=29 1675
14'
R/W
, *
EXIS:, '0 N' 6 6
2
T (F6)
;7x-
t,,,7
X:S i
Os
Rmlo'
aM ARCHIBALD AVE.
R/W
REMOVE AC4 1 r
X:
LLJ 6
it
>
>
< 0
> 7
LAj R-2'.
< DRIVE APPROACH LJ
c) >
SHALL BE 8" THICK PCC _j >
_j <
<
<
4_0
_j •
<
♦ LTJ
04— m
<
_j
m a 1 0
0 !
4'
,_4 <
2 < -ol _j
2' m
0 m
U
A J
4' <
<
11971 ARCHI&qD AVE.
<
6 1 <
13 A b
N 10'
• 6
6 N & 'N' 2
14# j6
A q-
REMOVE PCC AND SPLASH
4'
R-mW o CURB. REPLACE WITH SOD
FX '7 j�l
AND SPRINKLER SYSTEM.
II
PC
4 L li- <
x
0 )
5
Ll
NOTE: THE EXISTING A.C. DRIVE APPROACH IS TO BE REMOVED
AND REPLACED WITH P.C.C.
AQ�L 9029 ARCHIBALD AVE. 9004 ARCHIBALD AVE. 8981 ARCHIBALD AVE. 8971 AND 8959 ARCHIBALD AVE. 13 14 8937 ARCHIBALD AVE4 4 . 15
SCALE 1*-10 NORTHERLY DRIVEWAY OF C.C.W.D. FACILITY SCALE 1"=10. NORTHERLY D/W OF COMM. SHOPPING CENTER ISCALE 1*-10' SCALE i'-10' SCALE 1"-10'
CONSTRUCTION NOTES:
10--CONSTRUCT 6w THICK OR AS OTHERWISE INDICATED ON THE PLAN
P.C.C. DRIVE APPROACH PER CITY SM. 101 TYPE R-1
&—CONSTRUCT 6' THICK OR AS OTHERWISE INDICATED ON THE PLAN
P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2
MAIN ST. (D—CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY SM. 101 TYPE C
j CONSTRUCT P.C.C. SPANDREL PER CITY SM. 106-A
15'-6*
R/W
CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY SM. 102
6 20'
F-23)
CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103
RELOCATE
-c
REMOVE
2'�
CURB -, RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS.
VAUL7
r 7 0.
Z;" BUSHES, AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS.
10 PROTECT IN PLACE
vp LJ
14' RETAINING
Llj h- � CURB ADJUST TO GRADE
> > LJ
_SAWCUIT
<
ETAJ 4ING CURB
14' 76 0" CF —MATCH EXISTING
_j 4::, N;ITION FROM
—CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING
< 15' < Ilk I . . &
cn !6 REMOVE INTERFERING PORTION
m < RETAINING FUR9
m
QD HIGH 16
N C4 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING
PCC
• NING CURB
SITION FROM 14' TO 0' CF tO
4' u (5—CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
< CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
olf
< —CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
lk.2 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64)
14,
C14
6' 20'-6-
EX,S
4-
14'
R/W
MAIN ST.
$//w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16 8889 ARCHIBALD AVE. CITY
8943 ARCHIBALD AVE. OWENS ELECTRICAL SUPPLY SEC OF ARCHIBALD AVE. AND MAIN ST. NEC OF ARCHIBALD AVE. AND MAIN ST. 4 DESCRIPTION OF REVISION DATE APPROVED;
SCALE 1*-10' SCALE 1*-10' ka 1*-10' SCALE 1*-10' CITY OF RANCHO CUCAMONGA
LEGEND: PLAN
1998/1999 ADA ACCESS RAMPS MD DRIVEWAYS WMW"
NEW P.C.C. PAVEMENT
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A
MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER XDW ARCHIBALD AVE FIRM M ST. TO WE UK RD. AND VARIOUS LOCATIONS
V, OFESS/ APPROVED BY: DATE: :4 ,
GRADE EXISTING DIRT TO MATCH NEW CONCRETE CITY ENGINEER RICE: 24053
to") DEM PLAN PREPAREDRECOMMENDED
N & W NAIL & WASHER No. 2 z Idlell
I" PK CITY OF RANCHO CUCAMONGA
FH FIRE HYDRANT
wV WATER VALVE ol� Exp. 12-31-01 DRAWN 10500 CIVIC CENTER DRIVE SHEET
RANCHO CUCAMONGA, CA 91730
WM WATER METER clPK 4 OF 9
MB MAILBOX
PP POWER POLE OF CA.\� CHECKED DRAWING NO.
JD RxZ No 1675
DATE ME NO U-20
I a_2
t e
;60-
R-V
� MIN. OF 3" THICK OR 1* THICKER THAN EXISTING WHICHEVER IS GREATER ALONG ARCHIBALD AVE. FROM OTH ST TO BASE LW RD. ANDVARI" LOCATIONS
- R/w
SPA
i I -x,ST
II 6
6 BUSINESS CENTER DR.
I i�
_
ar' � _f
.
- ! -in � - 20 6
i
R-10'
'
7'-3"
ST ,
I R=7
LLJ
i,
3 Q Q �'; T • p CONSTRUCT RAMP �� > 6 — — 6— R/w
Li Q
& 3
•
. . RETAINING
13
:14'1
D NEW ET NG
s. is =
a
R 2'
_
Q J ! J r 4URB 0 R=2
Q \ •
0 • k" — ti V:
Q Z
4' , 4' F
.•
-toJ - - -- - - - + -
_ • J URB FACE Q
U . 0 C - - _. - - - - - - -
_-J*01
7
I 11 4 R=2' j
•' ' ARROW ROUTE
-4 �. 1 Os'
i!
I __.--- Ex!S-. 6., C��!vu
tx,, 5,��� `��' ^'_ 14'
�x.5 . 6 X.
6' SPA'
�\ -E!ST. JOINT
8677 ARCHIBALD AVE. 29 8677 ARCHIBALD AVE. 30 8593 ARCHIBALD AVE. 31 32 33
N , D/W AT CUCAMONGA SCHOOL NORTH OF D/W 28 6 N ORTHERLY D/W OF COCA. SCHOOL PARKING LO 6 N SOUTHERLY D/W OF SAN ANTONIO MEDICAL CEN. 6 N WC OF ARCHIBALD AVE. AND BUSINESS CNT. DR 6 N SBFCD D/W AT WEST OF DEER CREEK CHANNEL 6
SCALE 1"=10 sCALE 1• :10' SCALE 1'=10' SCALE 1'=10' SCALE 1"=10'
CONSTRUCTION NOTES:
j 6' 15'-6" 6' ta--CONSTRUCT 6' THICK OR AS OTHERWISE INDICATED ON THE PLAN
P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-1
PLACER ST. (D—CONSTRUCT 6" THICK OR AS OTHERWISE INDICATED ON THE PLAN
1 R/w ESTAC IA ST P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2
9 14' 3 CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C
12'-11• t,Ex!5T. (D—CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A
a—CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102
20'-2' 6'
(D—CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103
ExsT!N,a 6" CURB tic REn - 4 y' I (D—RELOCATE
Of , .•. (D—REMOVE
Lyj r \ - _._ _ - -\ ..1 . 9O--RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS,
Qg, ;' •� BUSHES, AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS.
5 i 1 eo N 6 , • '. 10 PROTECT IN PLACE
�.•. .. • .. �:; D � ` - -� - •.. '�• 11 ADJUST TO GRADE
/� V•
N •� • , 12 SAWCUT
R=2' R=2. 4A.- m . i MA (STING
• Q iv . �� ' • . . 13 TCH EX
/ = n + ,o.
• 0 9 / \ • ' 'L'f 5 R`25 N 14 CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING
- •• 1 -- -_- Q . 5 , R=20' �� `• �. • 15 REMOVE INTERFERING PORTION
+ Q 1
16 CONSTRUCT NEW CURB PER CIN STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING
m_ Jr, r
x _ 1 is S r`*. it •' .' ; CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
1 (� - 1 �• 0 `: Q 18 CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
Q _ __ f - - a• •.� :' '• 19 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
21' ti w ) 20 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64)
J
7
4S ; 6' 28' m
ARROW ROUTE 13'-9"
9 14'
HAMPSHIRE ST.
I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I! it
I is
6'-6" 1 . 4'. 12'
r�
N SBFCD D/W AT EAST OF DEER CREEK CHANNEL 34 N SEC OF ARCHIBALD AVE. AND PLACER ST. 35 N NEC OF ARCHIBALD AVE. AND HAMPSHIRE ST. 36 N SEC OF ARCHIBALD AVE. AND ESTACIA ST. 36 DESCRIPTION OF REVISION DATE crtY
6 6 A�PRowEn
SCALE 1"=i 0' SCALE 1"=10' SCALE 1`=10' SCALE 1"-10*
CITY OF RANCHO CUCAMONGA
LEGEND: PLAN
1998/1999 ADA A� RAMPS AND DRIVEWAYS CONSTRUCTION
NEW P.C.C. PAVEMENT
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A
MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER ALONG ARCHIBALD AVE. FROM 6TH ST. TO BASE UNE RD. AND VARIOUS LOCATIONS
RpfEss�O,�,� APPROVED BY: I DATE: / c
F;7A GRADE EXISTING DIRT TO MATCH NEW CONCRETE p�\ a �' CITY ENGINEER �( uu �, � ll RCE: 4953
ZA DE5K1�1 pJ+N PREPARED BY: V
N do W NAIL do WASHER
FH FIRE HYDRANT W T
n No. 24s53 � PK CITY OF RANCHO CUCAMONGA 14
WV WATER VALVE * Exp. 12-31-01 * 10500 CIVIC CEN ER DRIVE
WM WATER METER DRAWN RANCHO CUCAMONGA, CA 91730
PMB P POWERPOLE
`�:�.�� �1���� PK 6 OF 9
\ _ '� CHECKED R.C.E. NO DRAWING NO.
JD o,,,� � No ga-20 1675
1
f�
14'
;I
SAN BERNARDINO RD. 15'-3"
O
X S .
F i 19'-8' 6' �j F g it EX;ST. FENCE
�;,• �i --
1 t
c �a 17, R=4' I �,
;' .:. , • f
.,.: a• •, •; : rte .-, r-+' •. .. '•"• a . • 3 `` Y4 �-r. •. • . •. • •.. i
S •. • NEW RETAINING CURB • W - -t-N - - •.. •r j �•�.
R=20' W `C M Q
• 1 N. •1 s • •i . r i • } • b Imo\ V • r
- A
o. .
• Q 6 J RELOCATE SPRINKLER SYSTEM -- N ro I
• I Ll._I ?sus. 4' ex's . + N Q AND ELECTRICITY THAT `•. '. •. •.+'� aR; J r. �! CONSTRUCT 8" THICK PCC
x h.,. ..0 N' / e,•. . ti m 3' _ ' . . • ••. m INTERFERES WITH IMPROVEMENTS • '! !: Q Q N I;
> 1
5
m
it .. Q Q .'. _ ',• r — —
R 25'
vi I `^� -..`\ I � .. :' �... .: ` T Q .` ` .T r.� ^.til.`:{^._' _ ; f �' 8 • .. •• • .•. U v/ f 6—6 ,,•,�
u1 I . ' •' N
JA '.A
Q BUSHES 0 1
1'-6' 20'-4' 6' 'N (CCWD; I 6
a 9 8
R 9•' El, `- '
1
'� R=4.
X -G' k; Q I ' `SIDEWALK EASEMENT,,,,,, • • I }
1
ESTACIA ST. ,
i
14
i
N NWC OF ARCHIBALD AVE. AND ESTACIA ST. 38 N 8001 ARCHIBALD AVE. 39 N 8008 ARCHIBALD AVE. 40 N SWC OF ARCHIBALD AVE. AND SAN BERNARDINO 41 N SOUTHERLY D W OF SCHOOL MAINT. YARD 42
SCALE 1'=10'
ALTA DENA DAIRY 7 7 /
SCALE 1"=10 SCALE 1"=10'
SCALE 1'=10' SCALE 1"=10'
14' 6'-6' CONSTRUCTION NOTES:
s' 9'
R la—CONSTRUCT 6" THICK OR AS OTHERWISE INDICATED ON THE PLAN
- -- - -- P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-1
P.C.C.ONSTRUCT RNE6APPRICK 0ACHRAS PER CRYESTD.E101DICATED TYPE R02 THE PLAN
R/V1 3o--CONSTRUCT 8" THICK P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C
6` vU l -- Si`, h
4a—CONSTRUCT P.C.C.PCCSPANDREL PER CITY STD 106 A
6' CURB FACE S�CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102
EXIST. i • •'
R=20'.. c 6�—CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103
M
C-4 -s. S -I R-2' • o N N
_ ,Ch w''. 7a--RELOCATE
f •
•' R9, °D .;' 0 8a--REMOVE
4 S•. 3' CURB FACE
Lit • . I 1 . • ' (D—RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS,
> 7' 4' 2' S C ' 1 1 ��� 0' CURB FACE
Q ``"I I~ •. *. BUSHES AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS.
NEW 81 CURB .: 3' •�'�" 1x7.6 ;, s r 10 PROTECT IN PLACE
i CURS TRAt�,SRI N
W W j 0" CURB FACE 11 ADJUST TO GRADE
J • M 14 TO 6 HI H > •. .. ; >
Q i7 'I �. '
M ''� NEW 14' HIGH CUR ': Q 1 •' Q 1 12 SAWCUT
13 13 MATCH EXISTING
� W 14 CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING
•' 6 N Q I 15 REMOVE INTERFERING PORTION
Q CONTRUCT 8' THICK PCC $ '� N m . ' m " 1�C0NSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH I
j I EW 6" CURB � '' �• ' •! �'-�' 1 0" CURB FACE
• _ Q = 1% I �— EXISTING
i 1 9�' . • .'' s 4 U • '' : U 1�7 --CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
i
A. • ' -�_-' _ 5; •. Q m Q 18 CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
4 p iv
•� : d _ ! 19 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
t •' •1 •' •:. . 5" CURB FACE 20 FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64)
+ 6 - • .' 2' CURB FACE
4.
21'-2" 6' '• 19'a c. , '• /; 1
x r R=2, i
;t
SAN BERNARDINO RD. 4F �y4
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
13 x
43 44 7984 ARCHIBALD AVE. 45 7781 ARCHIBALD AVE. 46 cxrY
N NORTHERLY D/W OF SCHOOL MAINT. YARD � N NWC OF ARCHIBALD AVE. AND SAN BERNARDINO � N GAS STATION 7 N MISSION VILLAGE APARTMENT 7 DESCRIPTION OF REVISION DATE ,,,�R�
SCALE 1"=10' SCALE 1"=10'
SCALE i"=10' SCALE 1"-10',
CITY OF RANCHO CUCAMONGA
LEGEND:
PLAN
NEW P.C.C. PAVEMENT 1998/1999 ADA RAIAPS AND DRIVEWAYS ��U�
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A
MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER &M AVE. fly � �. M �� LW �. � VA�A
FA
GRADE EXISTING DIRT TO MATCH NEW CONCRETE QRpFES$/ APPROVED 6Y: DATE:
CITY ENGINEER
Lz( RCE: 4`953
N do W NAIL do WASHER h 3 r Zp DESK?N PAN PREPARED BY: ✓ REDI)M
FH FIRE HYDRANT
WV WATER VALVE o No. 24953 m PK
WM WATER METER CITY OF RANCHO CUCAMONGA �.
MB MAILBOX Exp. 12-31-01 ANC CIVIC CENTER DRIVE
` � * �� RANCHO CUCAMONGA, CA 91730 Q'EET
PP POWER POLE 7� Civil- PK 7 GF 9
OWF CHECKED MWING NO.
QATE FN.E NO 90-20 1675
SIDEWALK EASEMENT
6 Vv
w
R FACE e
0 CURB i.
� H I I 1 0 Eui�e FACE I - , cx
a I
:
'.R 2 Ey.ST. 6' CURB-,
i -- - - =
- I
I�
•
I 7-1.
W 2 6Q
Q ATv 1 4W�. 3 . :
Q9• �.5. CONSTRUCT 6" THICK PCC � n i 3 •.. - .. ... .• � .•
• •. ..♦a • i♦ moi, - 'I. J• - •a W
= I 1 DRIVE APPROACH SHALL •'
U 'o� ' - ' •- � : . BE 8 THICK PCC r
-•
aj
4 °
ki
RECONSTRUCT MOW STRIP Z, ` 18..' • Q ♦ (� '• •
• ►• • •.
s k R�2 15 L.5' _ _ . • ' ••. . Q ' . • .
A .
6
C14
URB FACE ' •
• ' i
Ri i .. . .• ♦• • •.♦ : ai� t0 • 16 ' EX:'ST. :IJiJ�-� tp •' ` a ,a, • •. ► •. ..
..
` . • 1
L - ; J I ' ♦ ♦ R"2' Rat 19 - ,
' 1 • • t
.. I R=13' cs
•
I I .. .
VO- RB FACE R
Jl
SIDEWALK EASEMENT
j
I I;
56 7450 ARCHIBALD AVE. 57 ARCHIBALD AVE. 58 ARCHIBALD AVE. 59 9709 BASELINE RD. 60
N 7447 ARCHIBALD AVE. g N FIRST BAPTIST CHURCH 9 N ALBERTSON SUPERMARKET 9 N FOOTHILL INDEPENDENT BANK 9 FOOTHILL INDEPENDENT BANK 9
SOME 1'=10' SCALE 1"=10' SCALE 1":10' SCALE 1"=10' SCALE 1"=10'
BASELINE ROAD CONSTRUCTION NOTES:
kv.r
1a--CONSTRUCT 6' THICK OR AS OTHERWISE INDICATED ON THE PLAN
Y 1 P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-1
2 —CONSTRUCT 6w THICK OR AS OTHERWISE INDICATED ON THE PLAN
_._ - T_ - - _ rx'S7. 6" CORS'- 1 1 ' , P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2
__ __ � . _.. _ __ 8" THICK CITY STD 101 TYPE C
CONSTRUCT ICK P.C.C. DRIVE APPROACH PER
~ - - - 4a—CONSTRUCT P.C.C. SPANDREL PER CITY STD. 106-A
I - X5f _f
o
-4. BOX i I R=5' 50--CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102
g 1 6a--CONSTRUCT 4 THICK P.C.C. SIDEWALK PER CITY STD. 103
• —RELOCATE
" `''
BASELINE ROAD z •'-,
j 8�-REMOVE
RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS,
w r + •
(12
BUSHES, AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS.
_x S CL!�: -i
8. 29'-2 8 1 1 •` R=3' -
LJ 10 PROTECT IN PLACE
11 3 1 ° ,14'x,. ••• .•�.'.� :�:•`
- 1 _. 'R=6:S' Q 11 ADJUST TO GRADE
- -- -. °. a
11 W 12 SAWCUT
�- •. ♦ ... •.• 3 Q 4, ♦ _. 8.5 13 MATCH EXISTING
z . r' R
. ♦ J
9817 ARCHIBALD AVE. 6 y ` ti I Q 1 •• Qm 14 CONSTRUCT NEW CHAIN LINK FENCE PER CITY STD. 607. MATCH UP WITH EXISTING
Rte'. • ... '° 1 '..
RAINBOW CHILDREN CARE CENTER 1 : • r
N 9 - -- ? -- • . •' -. I. •'• 4 9�6 •. _J •� • - 15 REMOVE INTERFERING PORTION
' ' '• a , 2 ' m r4.
m U 16 CONSTRUCT NEW CURB PER CITY STD. 104 AND DETAIL A SHEET 1. MATCH UP WITH EXISTING
_ ..., .
SCALE 1" 10' R=2 . I
3 • r • w F`.: _. ^ 1'� •. ; ♦ _ . 3 �-CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C
BASELINE ROAD - '6.R�2.• } . . Q
• •' , 18 CONSTRUCT COBBLESTONE ROCKSCAPE PER DETAIL B SHEET 1
R/Wa. ,.
36' - �— - - r'�4.-�I •`• ° Q - .
• 19 CONSTRUCT SPLASH CURB PER DETAIL C SHEET 1
:, • .. ♦':
•
FIRE HYDRANT TO BE RELOCATED BY C.C.W.D.- 4 EA (DRIVEWAY 4, 7, 25 AND 64)
00
4 R 3
v00
.'.
_ ry
--- o - -
6.
-- -- _ - - -- - -- -__ __ - - - R=5'
6 R=2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3 cr �. ?
6' S/W
R/IN - - - - -
N 9817 BASELINE RD. 62 N 9695 BASELINE RD. 63 N 7110 ARCHIBALD AVE. 64 N SBFCD D/W AT SOUTH OF FLOOD CONTROL CH. 65 DESCRIPTION OF REVISION DATEcrry
9 TACO BELL (2ND D/W WEST OF ARCHIBALD AVE.) 9 HOYT S HARDWARE 9 9
SCALE 1'=10' SCALE 1"=10' SCALE 1"=10' SCALE 1'=10'
CITY OF RANCHO CUCAMONGA
LEGEND: PLAN
1998/1999 ADA ACCESS RAMPS AND ORNEWAYS CONSTRUCTION
NEW P.C.C. PAVEMENT
REPLACE EXISTING A.C. WITH NEW A.C. PAVEMENT WHICH SHALL BE A
MIN. OF 3" THICK OR 1" THICKER THAN EXISTING WHICHEVER IS GREATER ALONG ARCHIBALD AVE FROM M ST. TO BASE UNE RD. MID VARIOUS LOCATIONS
QaoFESS,o APPROVED BY: - /7 DATE:
GRADE EXISTING DIRT TO MATCH NEW CONCRETE p a ( CITY ENGINEER RCE: 24053
A, \ ti
1ll;z DE�IOt) PLAN PREPARED RY REDOMMEMM
N do W NAIL do WASHER _
FH FIRE HYDRANT W No. 24953 PK CITY OF RANCHO CUCAMONGA 1
WV WATER VALVE * Exp. 12-31-01 * ORAMM 10500 CIVIC CENTER DRIVE SHAT
WM WATER METER RANCHO CUCAMONGA, CA 91730
Me MAILBOX \ .M� CIV%%_� �! PK 9 OF 9
PP POWER POLE OF-CA.\.i CHECKM R.C.E NO DRAWINGNO.O.
JD Qr►TE FTE NO 98-20 1675