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CRAZY HORSE AVENUE
SEE 5HT_ NO. 17
DATA
lalmoll ;
Q
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
Q
89059'12"
25.00
39.26
24.99
Q
;,: : �
_
w
. ✓ ,:
�
45
_ ,r...,,.. ,r. i.._ r. ,_ ,rx :. ,...,.r ,:..W n ,_ rs .. s, ._
_
xx ,1..,:
v. .... .,
... _
31.63
0
..-z,.. _ ..-, ..,-..... _.......... .... ...._._. ,._, _
-,
30.63
17.57
QE
25015'51"
57.00
25.13
12.77
�;.......-.
120°03'43"
__ _.
.. ., _ .-.
... ..
..
..
_ ....
26.55
13.52
,
10+00
CRAZY HORSE AVENUE
SEE 5HT_ NO. 17
DATA
lalmoll ;
Q
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
Q
89059'12"
25.00
39.26
24.99
Q
. 90°00'48"
25.00
39.28
25.01
Q
70012'26"
45.00
55.14
31.63
0
70012'26"
25.00
30.63
17.57
QE
25015'51"
57.00
25.13
12.77
Q
120°03'43"
58.00
121.54
100.58
Q
26041'14"
57.00
26.55
13.52
12+00
PAI IL I I I I J I YY H I
13+00 14+00 15+00 1
PLAN V'= 40'
SCALE IN FEET
0 40 80 120
160
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3.
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f aJ CATCH BASIN NO. 14 CATCH BASIN NO. 16
% 54 26 CONSTRUCTION NOTES-
�Fil 5 53
m O1 CONSTRUCT 4" AG PAVEMENT CMINO OVER 4" COMPACTED NATIVE MATERIAL NOT TO SCALE NOT TO SCALE
CSEE GENERAL NOTE 27 + 28)
141C07
/ 14* -53 O CONSTRUCT G' CURB + GUTTER PER CITY 5TD. DWG. NO. 101.
r'15 078oc/ /NT x
L5'` �ti `lET O CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 104A. S ��
- ! ^ sTRE4M44N� 10 CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. DWG. NO. 105A, W=PER PLAN F��1 2.5' 2.5" h�'tip ,y0"��
,S (� �.
A C.d 52 13 INSTALL STREET LIGHT CSCE #7) 5,800 LUMEN S �V S`Sl
14 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121. WIDTH PER PLAN. 9, �p��j4�
a� 21 15 ADJUST MANHOLE OR VALVE COVER TO GRADE. c � I I
O- cfJ
21 CONSTRUCT DRIVEWAY APPROACH PER CITY 5TD. DWG. NO. 102.W=PER PLAN N
51 co
21 �,'� �ti N
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��AA2�ti L __j c '
hti ti 2.5' 2.5' u
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DRAWING
CATCH BASIN NO. 15 CATCH BASIN NO. 17 1.._.
iLu
NOT TO SCALE W
T€�SE RECORD DRAWINGS HAVE P , Ell NOT TO SCALE �
PART;Od 1~E BASIS OF INFORMATION COMPILED ANb .77
FURNISHED BY OTHERS. THE ENDER WFl.I NOT B� -0�q6 1$3 Lf)
RESPONSIBLE FOR ANY ERRORS Off; OMISSIONS Will E p,`(�� � J
HAVE DEEKI IWCORAORATED INTO THE DOCWMWs AS
A RMULT TMERS OF. clWl
'7
THE BENCH MARK: #F3-17 CALTRANS BASIS OF BEARINGS: -�
; CITY OF FONTANA CALIFORNIA
THE BASIS OF BEARINGS FOR THIS MAP Q
BRASS CAP IN CONCRRETE S.C.E. IS THE SOUTH LINE OF THE NORTHEAST D'
TOWER LEG, 343' /0 HIGHLAND QUARTER OF SECTION 26, TOWNSHIP I
AVE. 0.20 MI. W 0 SAN NORTH ,RANGE 6 WEST SAN BERNARDINO Lil
SEVHLA RD. 2 6 MI. W ALONG MERIDIAN SHOWN ASN 89037'36" WON PUBLIC W 0 R K S DEPARTMENT -0
• e� HIGHLAND AVS., FROM SIERRA AVE. A MAP FILED IN BOOK 88 PAGES 36
14E%Oljrft) Lli �z �0 �� ELEVATION: 1428.6090 RECORDS OF SAN BERNAbDOINOSCOUNTY. DRAWN BY: SCALE:
PLANS PREPARED FOR:
PREPARED IN THE OFFICE of S C TRACT. NO . 15839 C31
MADOLE AND ASSOCIATES, INC. oQROFESSIpyq� DESIGNED: AS SHOWN M
KAUFMAN & BROAD OF THE INLAND EMPIRE �Q���ZLTONcoyGZ MCA Ln
STREET IMPROVEMENT PLANS c0
ATTN: MR. TIM JONES 10601 CHURCH STREET STE . 107 CHECKED: AMETHYST WAY DATE:
801 CORPORATE CENTER DR. RANCHO CUCAMONGA, CA 91730 ¢ No. 14814 m
SUITE 201 PHONE (909) 948-1311 * Exp: 3-31-01 M L B O
POMONA, CA. 91768-2641 _9 Ir. F Q�� JOB NO. /,, DWG . NO. SHEET N07
PHONE: 909 802-1100 �-+ is -ZZ 9 qT FIVA�i� 1 _ APPROVED •�-��- lx?yf
C , REVISIONS APPROVAL DATE APPROVAL DATE M. MADOLE R.C.E.14814 DATE 26 964 i'► CITY ENGINEER R.C.E. 25126 2�� 2OOF`- ~
"R" STREET - 24[0, 1471 PF: 15839 632 10 -Sep -99 02: 16 PM / 126-954-1
DWG. DATE: