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HACIENDA WAY
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AUGUSTA DRIVE
5EE DWG- NO- �= 84•
SHEET 3 OF 9
G0N5TRUGTI0N NOTES=
O1 CONSTRUCT 4' A.G. PAVEMENT CMIN.) OVER 12' OF 957. COMPACTED
NATIVE MATERIAL C5EE GENERAL NOTES 30 + 31-)
O2 CON5TRUCT G' P.C.C. CURB + GUTTER PER GTY STD. DWG. NO. 101
O3 CONSTRUCT P.C.G. GROSS GUTTER PER CITY 5TD. DWG. NO. 104 ( MOpIP/EO TO 8' WIDE)
4O CONSTRUCT GUTAB - RAMP PER GTY 5TD. DWG. NO. 104A
O5 CONSTRUCT 4' P.G.G. 51DEWALK PER CITY 5TD. DWG. NO. 105A. 'W' PER PLAN
O6 CONSTRUCT LOCAL DEPRESSION PER CITY 5TD. DWG. NO. 121. WIDTH PER PLAN
OADJUST MANHOLE FRAME + COVER TO GRADE PER GTY STD. DWG. NO. 109
O8 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
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ESCALON DRIVE
5EE 5FiT. NO- 2
IO
KARL COURT
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nATA
Q
DELTA/6EARING
RADIUS
LEN./DIST. TANGENT
Q
90000'00"
•
Y a
Q
37.51'49"
57.00
37.67 19.55
c
255043'38'
38.00
169.60
9�
_
DATA
TANGENT 1
DELTA/BEARING
RADIUS
LEN./DIST.
• 28009'05"
250.00
122.83
62.68
20011'32'
270.00
95.15
48.08
16016'26"
230.00
65.33
32.89
72°16'16"
25.00
31.53
18.25
93.47'33'
25.00
40.92
25.71
BENCH MARK: No. 6/5
BASIS OF BEARINGS:
THE BEARING QF N89°30'0' ALONG
CITY
OF
FCALIFORNIA
A
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1
i�
._
AUGUSTA DRIVE
5EE DWG- NO- �= 84•
SHEET 3 OF 9
G0N5TRUGTI0N NOTES=
O1 CONSTRUCT 4' A.G. PAVEMENT CMIN.) OVER 12' OF 957. COMPACTED
NATIVE MATERIAL C5EE GENERAL NOTES 30 + 31-)
O2 CON5TRUCT G' P.C.C. CURB + GUTTER PER GTY STD. DWG. NO. 101
O3 CONSTRUCT P.C.G. GROSS GUTTER PER CITY 5TD. DWG. NO. 104 ( MOpIP/EO TO 8' WIDE)
4O CONSTRUCT GUTAB - RAMP PER GTY 5TD. DWG. NO. 104A
O5 CONSTRUCT 4' P.G.G. 51DEWALK PER CITY 5TD. DWG. NO. 105A. 'W' PER PLAN
O6 CONSTRUCT LOCAL DEPRESSION PER CITY 5TD. DWG. NO. 121. WIDTH PER PLAN
OADJUST MANHOLE FRAME + COVER TO GRADE PER GTY STD. DWG. NO. 109
O8 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130
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f� v 2.69_ .60
bfp
4 10
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16 (!42.93 Q a 1�
.. 4• 1✓ N
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ESCALON DRIVE
5EE 5FiT. NO- 2
IO
KARL COURT
-F� 1\10, JE)J c -'c--3%
nATA
Q
DELTA/6EARING
RADIUS
LEN./DIST. TANGENT
Q
90000'00"
25.00
39.27 25.00
Q
37.51'49"
57.00
37.67 19.55
c
255043'38'
38.00
169.60
9�
_
Oe 37.51 ' 49' 57.00 37.67 19.55
c 255°43'38' 38.00 169.60
9O INSTALL 5800 LUMEN STREET LIGHT5 (BY OTHERS) PLANS PREPARED FOR
10 CONSTRICT DRIVEWAY APPROACH C W PER PLAN ) PER GTY 5TD. DWG. NO. 103
LEWIS HOMES OF CALIFORNIA
13 INSTALL STREET NAME SIGN PER .CITY STD. DWG. NO. 139 ATTN: MR. GERRY BRYAN
14 REMOVE EXISTING BARRICADE 1156 N. MOUNTAIN AVENUE
INSTALL STOP SIGN P.O. BOX 670
UPLAND, CA. 91786
PHONE: (909) 985-0971
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2 T/FS-DRW�!Wi THrA QV1610,48
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REVISIONS
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ESCALON DRIVE v
5EE SHT. NO- 20
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_RIMA COURT
=rr? iN01 J �� Af - 4
RECORD DRAWING
THESE RECORD DRAWINGS HAvE BEEN PREPARED, W
PART, ON THE BASIS OF INFMUATiON COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE,
RES
PONSJBLE FOR ANY ERRORS OR OMISSIONS MICH
HAVE BM Miro KM TM DOCLUMM
U DELTA/BEARING RADIUS LEN -/DIST. TANGENT
N0.621a3 -
AS
A RESinT TiiFAEOF.
Q 90000,00' 25.00 39.27 25.00
9�
_
Oe 37.51 ' 49' 57.00 37.67 19.55
c 255°43'38' 38.00 169.60
REl *
BENCH MARK: No. 6/5
BASIS OF BEARINGS:
THE BEARING QF N89°30'0' ALONG
CITY
OF
FCALIFORNIA
•
RAILROAD SPIKE AT INTERSECTION
THE NORTH LINE OF SECT ON 30
OF CITRUS AVE. AND LOS CEDROS
AVE.. IN POWER POLE N0. 9011E
11
STOWAN NSHI•FARDINORTH RANGEDIAN 5 WSHOWN
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: /467.59
ON RECORD OF SURVEY FILLD IN BOOK
58,PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THEBEARINGS
MAP
DRAWN BY:
SCALE:
PREPARED IN THE OFFICE
OF
-J•K o-
SIERRA LAKES
MADOLE AND ASSOCIATES, INC. pAOFESSIpp�
�o �
F*�
DESIGNED:
TRACT NO. 15684
As SHOWN
_
OF THE INLAND EMPIRE y�`�Qg�1LTOH'
o �^
E.F
HACIENDA WAY KARL CT., I 'RINA CT.
to
10601 CHURCH STREET STE. 107'
RANCHO CUCAMONGA, CA 91730
No. 14814
9
CHECKED.
STREET IMPROVEMENT PLAN.
DATE:
'"
4�0 63 F
7/1
PHONE (909) 948-1311
* Exp: 3-31-01
NOV. 1998
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Sr4lE
JOB NO.
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DWG. NO.
SHEET NO.
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826-1163
APPROVED -�
' L�C�Cp�i 15s
2.670
Q OF 1
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Is CITY
DATE
DATE
IAL APPROVAL
J MADOLE R.C.E.14814 DATE
!= f CITY ENGINEER R.C.E. 25126
V
PLAN & PROFILE "AA"
& "II" STREET - 4[0.2311PF: 15684 611 19 -Aug -98 12:03 PM / 826-1154-1
DWG. DATE: