HomeMy WebLinkAbout2747-161G.9q
.
0
12+00
DATA
Q
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
Q
234°37'24"
38.00
155.61
Q
54°37'24"
57.00
54.34
29.43
77
50
00 ''.V C.
29.44
15.06
1
82°54'49"
25.00
36.18
22.08
BVI
517 oz:
58.00
141.73
501�E1-
C
82054'49"
43.00
-
37.99
-. :.
7W -751G.17
14 CONSTRUCT LOCAL DEPRES51ON PER CITY STD. DWG. NO.
121. WIDTH PER PLAN.
CITY OF
FONTANA, CALIFORNIA
15 ADJUST MANHOLE OR +VALVE COVER TO GRADE.
IEMAT
BENCH MARK: #8-17 CALTRANS
BASIS OF BEARINGS:
21 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102,W=PER PLAN.
BRASS CAP IN CONCRRETE S.C.E.
TOWER LEG, 343' /0 HIGHLAND
y
THE BASIS OF BEARINGS FOR
IS THE SOUTH LINE OF THE
QUARTER OF SECTION 26 TOM
25
25
�
16
AVE. 0.20 MI. W 0 SAN
SEVAINE RD. 2.65 MI. W ALONG
HIGHLAND AVL., FROM SIERRA AVE.
NORTH ,RANGE 6 WEST SAN BF
MERIDIAN SHOWN AS N B9037
^ul 7
DRAWN BY:
TRACT NO. 15839 SCALE:
all
loc
¢ � q�p ` .�
iL Oa
� � � .�!
ELEVATION: 1428.6090
THROUGHI421NCLUSIIVEBBOFAc
RECORDS OF SAN BERNAIIDINO
DESIGNED:
I AS SHOWN
GRIZZLY WAY
PLANS PREPARED FOR:
Mcg
AND
CHECKED:
DATE:
FAWN COURT
'
c
PREPARED IN THE OFFICE OF
„..
FESSIT
pATO/pNq
MADOLE AND ASSOCIATES INC,S
0
12+00
DATA
Q
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
Q
234°37'24"
38.00
155.61
Q
54°37'24"
57.00
54.34
29.43
Q
29035'31"
57.00
29.44
15.06
1
82°54'49"
25.00
36.18
22.08
Q
140°00'44"
58.00
141.73
159.41
0
82054'49"
43.00
62.23
37.99
NO. 105A. W=PER PLAN
13 INSTALL STREET ' LIGHT CSCE; #7) '5.800 LUMEN
14 CONSTRUCT LOCAL DEPRES51ON PER CITY STD. DWG. NO.
121. WIDTH PER PLAN.
CITY OF
FONTANA, CALIFORNIA
15 ADJUST MANHOLE OR +VALVE COVER TO GRADE.
IEMAT
BENCH MARK: #8-17 CALTRANS
BASIS OF BEARINGS:
21 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102,W=PER PLAN.
BRASS CAP IN CONCRRETE S.C.E.
TOWER LEG, 343' /0 HIGHLAND
y
SEE LEFT
`) 21
or \Z7�
21
`� 21
Q
la
CONSTRUCTION NOTES=
FAWN GOU
J
-
Ol CONSTRUCT 4' AC PAVEMENT CMIN) OVER 4' COMPACTED
NATIVE MATERIAL
CSEE GENERAL NOTE 27 + 28)
O4 CONSTRUCT G' CURB + GUTTER PER -CITY STD. DWG. NO.
101.
Lu
O CONSTRUCT :DISCHARGE STRUCTURE CMODIEIED) PER CITY
STD. DWG.NO.124
O CONSTRUCT RAMPED CURB RETURN PER CITY 5TD'. DWG. NO. 104A.
10 CONSTRUCT 4' CONCRETE 51DEWALK PER CITY 5TD.' DWG.
NO. 105A. W=PER PLAN
13 INSTALL STREET ' LIGHT CSCE; #7) '5.800 LUMEN
14 CONSTRUCT LOCAL DEPRES51ON PER CITY STD. DWG. NO.
121. WIDTH PER PLAN.
CITY OF
FONTANA, CALIFORNIA
15 ADJUST MANHOLE OR +VALVE COVER TO GRADE.
IEMAT
BENCH MARK: #8-17 CALTRANS
BASIS OF BEARINGS:
21 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102,W=PER PLAN.
BRASS CAP IN CONCRRETE S.C.E.
TOWER LEG, 343' /0 HIGHLAND
y
THE BASIS OF BEARINGS FOR
IS THE SOUTH LINE OF THE
QUARTER OF SECTION 26 TOM
PUBLIC
.Q1
�
16
AVE. 0.20 MI. W 0 SAN
SEVAINE RD. 2.65 MI. W ALONG
HIGHLAND AVL., FROM SIERRA AVE.
NORTH ,RANGE 6 WEST SAN BF
MERIDIAN SHOWN AS N B9037
iTY.
DRAWN BY:
TRACT NO. 15839 SCALE:
all
loc
¢ � q�p ` .�
iL Oa
� � � .�!
ELEVATION: 1428.6090
THROUGHI421NCLUSIIVEBBOFAc
RECORDS OF SAN BERNAIIDINO
DESIGNED:
I AS SHOWN
GRIZZLY WAY
PLANS PREPARED FOR:
Mcg
AND
CHECKED:
DATE:
FAWN COURT
'
c
PREPARED IN THE OFFICE OF
JOB NO.
FESSIT
pATO/pNq
MADOLE AND ASSOCIATES INC,S
SHEET NO.
126-964
APPROVED
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16�F21
KAUFMAN & BROAD
OF THE INLAND EMPIRE �TON
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CITY ENGINEER R.C.E. 25126
ATTN: MR. TIM JONES
10601 CHURCH STREET STE . 107
801 CORPORATE CENTER DR.
RANCHO CUCAMONGA, CA 91730
No. 14814
SUITE 201
PHONE (909) 948-1311 * Exp: 3-31-01
POMONA, CA. 91768-2641
s,
C V
PHONE: (909) 802-1100ENGR'S
CITY
IG -LZ -99 4
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REVISIONS
APPROVAL DATE
APPROVAL DATE
M MADOLE R. C. E. 14814 DATE
SEE LEFT
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CITY OF
FONTANA, CALIFORNIA
W
IEMAT
IDINO
W ON
PUBLIC
WORKS DEPARTMENT
�
16
iTY.
DRAWN BY:
TRACT NO. 15839 SCALE:
all
loc
S C STREET
IMPROVEMENT PLANS -
cr
DESIGNED:
I AS SHOWN
GRIZZLY WAY
Mcg
AND
CHECKED:
DATE:
FAWN COURT
'
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ML B
JOB NO.
DWG. NO.
SHEET NO.
126-964
APPROVED
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CITY ENGINEER R.C.E. 25126
"M" STREET - 3 [0, 147] PF: 15839 619 13 -Sep -99 07:10 AM / 126-964-1
DWG. DATE: