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DELTA/BEARING
LEN./DIST.
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39.27
25.00
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98022'54"
25.00
42.93
28.95
cQ
81005'43"
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35.38
l(i
a
6017'54"
tT'
52.76
26.41
Q
6017'54"
500.00
54.96
27.51
DESIGNED:
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30.00
t-1
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47.07
29.94
Q
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1 520.00
40.42
20.22
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16.81 6
GRAYS PEAK AVENUE
DATA
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
Q
90000'00"
25.00
39.27
25.00
C%e
98022'54"
25.00
42.93
28.95
cQ
81005'43"
25.00
35.38
21.39
Q
6017'54"
480.00
52.76
26.41
Q
6017'54"
500.00
54.96
27.51
DESIGNED:
88004'33"
30.00
46.12
29.01
Q
89053'33"
30.00
47.07
29.94
Q
4027'12"
1 520.00
40.42
20.22
GRAYS PEAK AVENUE
DATA
DELTA BEARING
RADIUS
LEN./DIST.
TANGENT
Q
7004'23"
1478.00
182.46
91.34
Q
6°33'01"
1518.00
173,54
86.87
DEPARTMENT
HIGHLAND AvL., FROM SIERRA AVE.-_
A MAP FILED IN BOOK 88 PAGES 36
ELEVATION: 1428.6090
RECORDS OF' SAN BERNAbDINOSCOUNTY.
DRAWN BY:
S.C.
SCALE:
TRACT NO. 15839
PREPARED IN THE OFFICE OF "'-
MAOOLE AND ASSOCIATES, INC. QOFESSir .4
ZLTO/v�el
STREET IMPROVEMENT PLANS As SHOWN
DESIGNED:
OF THE INLAND EMPIRE
10601 CHURCH STREET STE. 107
mm
GRAYS PEAK AVENUE DATE:
CHECKED:
RANCHO CUCAMONGA, CA 91730 No. 14814
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SEE SHT. NO- 5
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. 'N � ,�PiLEDAND
FURN f THE ENGI w E'R WILL NOT BE
RESPONv 3: FCi . ANY ER^ORS 0R OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
k RESULT THEREOF.
PLANS PREPARED FOR:
KAUFMAN & BROAD
ATTN: ISR. TIM JONES
801 CORPORATE CENTER DR.
SUITE 201
POMONA, CA. 91768-2641
PHONE: (909) 802-1100
REVISIONS
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23+74.10 cl. GRAYS PEAK AVE.
= 12+41.42 cl. GRIZZLY WAY
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APPROVAL DATEp�IAPPROVAL ! DATE
CON5TRUCTION NOTES=
1� CON5TRUCT 4' AC PAVEMENT CMIN) OVER 4' COMPACTED NATIVE MATERIAL
C5EE GENERAL NOTE5 27 + 28)
O CONSTRUCT G' CURB + GUTTER PER CITY 5TD. DWG. NO. 101.
G8 CON5TRUCT GR055 GUTTER PER CITY 5TD. DWG NO. 104 WIDTH PER PLAN.
O CON5TRUGT RAMPED CURB RETURN PER CITY 5TD. DWG. NO. 104A.
10 CONSTRUCT 4' CONCRETE SIDEWALK PER CITY STD. DWG. NO. 105A. W=PER PLAN
13 INSTALL 5TREET LIGHT C5CE #15) 10,000 LUMEN
14 GON5TRUGT LOCAL DEPRESSION PER CITY 5TD. DWG- NO. 121. WIDTH PER PLAN.
15 ADJUST MANHOLE OR VALVE COVER TO GRADE.
16 INSTALL STREET NAME SIGN
21 CON5TRUGT DRIVEWAY APPROACH PER 5TD. DWG. NO. 102 'W' PER PLAN
DWG. DATE:
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BENCH MARK: #8-17 CALTRANS
BASIS OF BEARINGS:
CITY
OF FONTANA, CAL IFORNIA
BRASS CAP INCONCRRETE S.C.E.
TOWER LEG, 343' (0 HIGHLAND
THE BASIS OF BEARINGS FOR THIS MAP
IS THE SOUTH LINE OF THE NORTHEAST
QUARTER OF SECTION 26 TOWNSHIP 1
uu
AVE. 0.20 MI. W ?AN
SEVAYNE RD. 2.6 MI W ALONG
NORTH ,RANGE 6 WEST SAN B�RNARDINO
MERIDIAN SHOWN ASN 89037 36 W ON
PUBLICWORKS
DEPARTMENT
HIGHLAND AvL., FROM SIERRA AVE.-_
A MAP FILED IN BOOK 88 PAGES 36
ELEVATION: 1428.6090
RECORDS OF' SAN BERNAbDINOSCOUNTY.
DRAWN BY:
S.C.
SCALE:
TRACT NO. 15839
PREPARED IN THE OFFICE OF "'-
MAOOLE AND ASSOCIATES, INC. QOFESSir .4
ZLTO/v�el
STREET IMPROVEMENT PLANS As SHOWN
DESIGNED:
OF THE INLAND EMPIRE
10601 CHURCH STREET STE. 107
mm
GRAYS PEAK AVENUE DATE:
CHECKED:
RANCHO CUCAMONGA, CA 91730 No. 14814
PHONE (909) 948-1311 * Exp: 3-31-01 *
M.B.
JOB N0.
DWG. NO.
SHEET N0.
I ,,
in eAA- /a- ZZ -94 sT'lF flcnLi
126-964
APPROVED
. Gc��tGc �,�is�9f, 2747
8OF 2 1
J MADOLE R . C . E .14814 DATE
TY ENGINEER R.C.E.
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DWG. DATE:
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