HomeMy WebLinkAbout2747-7�
DELTA/BEARING
RADIUS
LEN./DIST.
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.......... ....
275.00
ct
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yam.
48033'11"
255.00
216.09
115.01
O9
48033'11"
295.00
249.99
133.05
Q
89058'29"
25.00
39.26
24.99
Q
90001'31"
25.00
39.28
`..
121, WIDTH PER PLAN.
15
ADJUST MANHOLE OR VALVE COVER TO GRADE.
DRAWN BY:
21
CONSTRUCT
DRIVEWAY APPROACH PER CITY 5TD. DWG. NO. 102.W=PER PLAN.
S.C.
TRACT NO. 15839
>
DESIGNED:
STREET IMPROVEMENT PLANS
As SHOWN
.. .. ,.. a.
CHECKED:
GRAYS PEAK AVENUE
0
O
M. B.
`o
JOB NO.
DWG. NO. SHEET NO.
Z
.,
126-964 APPROVED
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TAM
CITY ENGINEER R.C.E. 25126
,
I STREET
" - 14[0, 147] PF: 15839 624 19 -Oct -99 03:54 PM / 126-964-1
DWG. DATE:
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SCALE
IN FEET
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80 120 160
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CON5TRUCMN
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
Q
48033'11"
275.00
233.04
124.03
48033'11"
255.00
216.09
115.01
O9
48033'11"
295.00
249.99
133.05
Q
89058'29"
25.00
39.26
24.99
Q
90001'31"
25.00
39.28
25.01
121, WIDTH PER PLAN.
15
ADJUST MANHOLE OR VALVE COVER TO GRADE.
DRAWN BY:
21
CONSTRUCT
DRIVEWAY APPROACH PER CITY 5TD. DWG. NO. 102.W=PER PLAN.
S.C.
TRACT NO. 15839
>
CON5TRUCMN
NOTES=
1O
CONSTRUCT
4' AC PAVEMENT CMIN) OVER 4" COMPACTED
NATIVE MATERIAL
Z
C5EE GENERAL
NOTE 27 + 28)
O4
CONSTRUCT
G' CURB + GUTTER PER CITY STD. DWG. NO,
101.
O9
CONSTRUCT
RAMPED CURB RETURN PER CITY 5TD. DWG. NO.
104A.
10
CONSTRUCT
4' CONCRETE SIDEWALK PER CITY 5TD. DWG.
NO. 105A. W=PER PLAN
13
INSTALL STREET
LIGHT C5CE #7) 5.800 LUMEN.
FORKS DEPARTMENT
14
CONSTRUCT
LOCAL DEPRESSION PER CITY STD. DWG. NO.
121, WIDTH PER PLAN.
15
ADJUST MANHOLE OR VALVE COVER TO GRADE.
DRAWN BY:
21
CONSTRUCT
DRIVEWAY APPROACH PER CITY 5TD. DWG. NO. 102.W=PER PLAN.
1-1IEDRAWING
THESE RECC
� DRAW!NO3 H.T,1E rEti ! P!ICPARED, IN
PART, ON T 4E CA 'S Or I`,TORIAKTicON CO3MPILE1) AND
FURNISI-,77) BY OTHERw, THE ENCII"4: ER WILL NOT EE
RESPONSIBLE FOR ANY ERRORS O4 OMISSIONS VMK'
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS s
A RESULT THEREOF.
PLANS PREPARED FOR:
KAUFMAN & BROAD
ATTN: MR. TIM JONES
801 CORPORATE CENTER DR.
SUITE 201
POMONA, CA. 91765-2641
PHONE: (909) 802-1100
REVISIONS
(Z'k.0)
CATCH BASIN N0. 1
NOT TO SCALE
5EE 514EET NO. 4
Z1110c,\'boot5l)OI��1
CATCH BASIN NO. 2
NOT TO SCALE
5EE 5HEET NO. 4
BENCH MARK: #8-17 CALTRANS BASIS OF BEARINGS
BRASS CAP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR
TOWER LEG, 343' /D HIGHLAND IS THE SOUTH LINE OF THE
AVE. 0.20 MI. W�0 SAN QUARTER OF SECTION 26, TO
@ SEVAYNE RD. 2.6 MI. W ALONG NORTH ,RANGE 6 WEST SAN B
HIGHLAND AVS., FROM SIERRA AVE. A MAPIFILEDOIN BOOK 88 PA
ELEVATION: 1428.6090 RECORDS OF' SANLBERNAbDIIN0
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. QPOFEssIaHq
OF THE INLAND EMPIRE
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730 ¢ No. 14814
PHONE (909) 948-1311 * Exp: 3-31-0
ENGR' S CITY �Gy- :- /G - ZZ 99 sT9TF OFrCAL OQ
(APPROVAL IDATE IAPPROVAL I DATE JO. MADOLE R.C.E.14814 DATE
U
\R61'�hy0 k.
��, 12.5' S' 2.5'�
S
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co
CIO
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CATCH BASIN NO. 3
NOT TO SCALE
SEE SHEET NO. G
59
O
�O
CATCH BASIN N0. 4
NOT TO SCALE
5EE LEFT
N
Z
QJ
CL
55 MAP
CITY'OF
FONTANA, CALIFORNIA
F-
Ld
LLI
JEAST
IP I
PUBLIC
FORKS DEPARTMENT
vp
36INDN
J
vTY.
DRAWN BY:
!SCALE:
S.C.
TRACT NO. 15839
>
DESIGNED:
STREET IMPROVEMENT PLANS
As SHOWN
CHECKED:
GRAYS PEAK AVENUE
0
DATE:
M. B.
`o
JOB NO.
DWG. NO. SHEET NO.
Z
126-964 APPROVED
"`'09 2 7 4 7 70F 21
~
TAM
CITY ENGINEER R.C.E. 25126
I STREET
" - 14[0, 147] PF: 15839 624 19 -Oct -99 03:54 PM / 126-964-1
DWG. DATE: