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PROFILE
41
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� {
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VERT 1 4 d
10+00 11+00 12+00 13+00 14+00 15+00 16+00 PLAN 1 "= 40' 7+00 18+00
0 4o CAL_E IoN FEET
2o 160
�� ����� � �• �' � SCALE: 1 " = 40 �
CONS TRUC T/ON NOTES
/ G PVA �1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED (95%) O9 INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
'0, om]�o[� c]o ��cT NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
��(�'\� I�1 O2 CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003. 10 INSTALL SRI STOP SIGN W/ LIMIT LINE & STOP LEGEND PER CALTRANS STD..
�s� CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN 109.
c, 10 MODIFIED TO 8' WIDE.
ADJUST GATE VALVE BOX TO GRADE PER CITY STD. 130.
�f CONSTRUCT LOCAL DEPRESSION AT CATCH BASiN PER APWA STD. DWG. 313-1,
o <1\ �G 9�3�� wyso / j �G� SEE SHT. 1, 2, 3, 4, WAND CASE A OR B AS SHOWN ON PLAN. SAWCUT & REMOVE EXISTING A.C. PAVEMENT, SIDEWALK & P.C.C. C. &G.
��o 2 O CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006.
14 SAWCUT & REMOVE EXISTING SIDEWALK.
F��s9o������ �`- ti�g°'gp� p 6 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
78.5E D �9 t� F9s , O 1 SAWCUT & REMOVE EXISTING P.C.C. CURB & GUTTER.
XN �. �T O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102.
W = 16' UNLESS NOTED ON PLAN. �,
15 78.7 gp�pti y / I LJ CONSTRUCT 4-1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED (95q) LOS
COYOTES S
14 FL gp p ti ' ® INSTALL STREET LIGHT 5800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7) NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) �.
�� 19 5 x1�1�Ox ' �,ti�., 0 4 SEE SHT. 3
78.x4 °° Q`' �`� `�� TR. N0. 16176-1 6 �'
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cp 61
9� c•'o�d�` � a�
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CA TCH BA SIN A 1
LOCAL DEPRESS/ON DETAIL (CASE AI
SCALE 1 " = 10'
.S' .S' 21' 6' 5'
W=L l V=D. U4
H=4" H1=0. 16
CA TCH BASIN A2
LOCAL DEPRESS/ON DETAIL (CASE A)
SCALE 1 " = 10'
CA TCH BA SIN A4
LOCAL DEPRESS/ON DETAIL (CASE Al
SCALE 1 " = 10'
5' 5' 21' 6' 5'
NV "" PPOP• 8iR - -- - _ - -- - - _ .
�- -PRO_ SD 13\ 14 Y - - - - -- - r -- - _ - --- - - I
^ ti -- 1 .... 5 Cf(1 PROP. -- - w s I RECORD DRAWING LOCAL
0' �,• V ��` V' • p ;� - 12 G - - - - -- �_� ILI> 1 j oT v ' 4 THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
�x x� �� a � ��, o °] N m ' PART, ON THE BASIS OF INFORMATION COMPILED AND QRQFE
N v ' I FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
V
o U rn U V o rn m ao i- 26 +,�
8 ��` R� ;! po �ry rn m r.� o 12 v d 9 m N 15�v I ' - HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
z W d- m � I II m �o �. � I � RESPONSIBILEfOR ANY ERRORS OR OMISSIONS WHICH � �'
Ln J 2 J W v d ao 14 + ¢ rn + <r
")' ^ cV '\ n v 1 "� ' �` 12 13 i' co rn SULT TH EOE. 4r
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1 "! 1.
4
^� NornTN� �
W
LANDMARK DRIVE
SEE SHT. 4
Q O REV.
TOLL FREE 'qqmmpw" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
4
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CURVE TABLE
Q^^,
y �' �t;
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C 1
62.17' 19 "
35.00
38.05
21.15
C2
83'31,09 "
35.00
51.02
31.25
C3
21'11'04 "
230.00
85.04
97.59
C4
45'58 56"
250.00
200.64
106.07
C5
21 ' 1104 "
270.00
99.83
50.49
C6
87'1538"
25.00
38.07
23.83
C7
93.03 59 "
25.00
40.61
26.38
C8
64345"
780.00
91.61
45.86
C9
6"4345"
800.00
93.96
47.03
C10
6"4345"
820.00
96.31
48.21
C11
4"54'50"
420.00
36.02
18.02
C12
4"54'50"
400.00
34.31
17.16
C 13
4"54'50"
380.00
32.59
16.31
C14
84'11'46"
25.00
36.74
22.59
C15
84'11'46"
25.00
36.74
22.59
C16
13'20' 18"
272.00
63.32
31.8
C 17
1127 33"
100.00
20
10.03
C 18
13`20'18"
228.00
53.08
26.66
C 19
1,18,51"
100.00
2.29
1.14
C20
10'08 51 "
100.00
17.71
8.88
1 "! 1.
4
^� NornTN� �
W
LANDMARK DRIVE
SEE SHT. 4
Q O REV.
TOLL FREE 'qqmmpw" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
4
cs
16176 to
Q^^,
y �' �t;
DATE
rnTR• NO•
CITY
lS oto
SHOULD CONSTRUCTION OF THE REQUIREDE
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY*
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
QR�LN�
���,\- wq F
w?�� '�y
w 3 No, 36637 c
Expl 06-30-04 *
��
9TFOF E�
A
BENCH MARK: # No. 615
BASIS OF BEARINGS: 7l L j
f
TR. NO. 16176-1
w m
RAILROAD SPIKE AT INTERSECTION
THE BEARING OF N00'16'44"W ALONG �)
THE WEST LINE OF SECTION 30
REVISION DESCRIPTION
R,EC• DWG-
BROOKSIDE WAY
OF CITRUS AVE. AND LOS CECROS
AVE., IN POWER POLE NO. 9011 E
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: # 1467.59
TOWNSHIP 1 NORTH, RANGE 5 WEST,
SAN BERNARDINO MERIDIAN, AS SHOWN
ON TR. NO. 15908, IN BOOK 271,
PAGES 34 THROUGH 39 OF MAPS.
�
DATE
ENGIR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIREDE
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY*
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
QR�LN�
���,\- wq F
w?�� '�y
w 3 No, 36637 c
Expl 06-30-04 *
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A
Prepared Under The supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
Iikt4DIcite D24
RCE 366 7 EXP. -3 -04
"A TCH BA SIN A3
i
DRESS/ON DETAIL (CASE AI
SCALE 1" = 10'
DRAWN BY -
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CHECKED BY:
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"A TCH BA SIN A3
i
DRESS/ON DETAIL (CASE AI
SCALE 1" = 10'
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V
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
TRACT No. 16176-1 & 16176
SC A
j
_
1 WAY
SHOWN
�
DATE:
SEPT. 2003
P BY:
DRAWING NO.:
2INEER
D
3528
5
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CITY ENGR.C.E. 51152 DATE
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