HomeMy WebLinkAbout3514-1014 ', D�, 15
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13
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BC
51.53TC
EC ! v
51.95TC ZI m
12 51.45FL
COLE POINT LANE
SEE SH T. 2
LINE TABLE
LINE BEARING LENGTH
SCALE IN FEET
40 80 120
�SCALE: 1 " = 40'
1618 19 20
17 21 22Il-
` I
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4 2---"'+_� PROP. 8" SEINER --- 9 2 C22
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N 0'080'08 25 E
T - 1 -� - - 14 - t5 c� S
V 12
PROD. 8" W TERM 2 ro PROP. 8C� WATERS ^ 6' 19'
C3 2
Lne 3 6 0� mo J 14' «�O
co
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30 TRAPT NO ( -Ind �N
W 7 �,
1
16427-3 1 ^ o d 3 0 'ROWNLIN'E 23
i:5`° d o m 0 A=707'04"
8 29 28 0 U 3 ^ R=776.8.3
25
27 26 7 � L=96.51
24 ,'.N T=48.31 '
RED
SPURCOUR T
CG7 AGC
L 1
1 N12'1156"W
SUUU
t Al
L2
N20'1 7' 10 "E
50.00
j
L3
N 10'2949 "E
40.99
140.93
L4
N79'47'02"E
40.99
105.50
L5
N8951 '35V
6.00
0
CURVE
Cl
C2
C3
C4
C5
C6
C7
C8
C9
Cio
C11
C12
C13
C14
C15
C16
C17
CURVE TABLE
CONS TRUC TION NOTES1(0
�
N
obi
a ^_
DELTA
RADIUS
LENGTH
TANGENT
K 11) J
212'29'06"
38.00
140.93
130.44
� 0J
12.20'22"
105.50
22.72
11.40
0
20°08'45" 105.50 37.09
18.74
10'21 '23"
105.50
19.07
9.56
Z
110'4247"
56.00
108.21
81.04
2-94(D
90°00'00"
35.00
54.98
35.00
58
90100'00"
25.00
39.27
25.00
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
90100'00"
25.00
39.27
25.00
90100'00"
25.00
39.27
25.00
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
90°00'00"
25.00
39.27
25.00
EASEMENT
08106'J5"
320.00
45.29
22.68
08'06'J5"
280.00
39.63
19.85
08'06 35"
300.00
42.46
21.27
08'06 35"
300.00
42.46
21.27
08'06'35"
280.00
39.63
19.85
08106'J.5"
320.00
45.29
22.68
90'00'00"
53.00
83.25
53.00
H=4 H =7U. 7b
CATCH BASIN
LOCAL DEPRESSION DETAIL (CASE B)
1'_- 10,
TOLL FREE ®1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
J M)ED.DW6• f>;1+C MiCr/6¢27 3 j-4 aN
R6C.DWG. FRTmcT 16V DNI:
REV. PLAN/PROFILE 13+85.20 -NORTH
DATE I ENGR. I CITY I DATE
w
1
CATCH BASIN
LOCAL DEPRESSION DETAIL (CASE A)
1"=10'
IRON SPRING LANE
SEE SH T. 05
60 ► ��
10+00.00 cl LANGLEY WAY I _
=14+87.45 cl IRON SPRING LN
10 _
59 W
L!SCALE: 1 " = 40'
8
mct. m�
m
21 116
I� of
C11
'ROP. 8" SEWER 2 C12 0
WAT R 8 -- 1
00,
/
CONS TRUC TION NOTES1(0
�
N
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a ^_
U
�S
K 11) J
m
^
h ^ m
14)
QO
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Cp
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v3
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
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N
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32).
°�°
2-94(D
5
.
2�-
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
58
5' �^o
26'
2e
O5 -
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
20'!
20'
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
5'
PROP R/W
7�
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102
P.U.E. & SIDEWALK
EASEMENT
P.U.E. & SIDEWALK
EASEMENT
"W" PER PLAN.
EASEMENT
LANGLEY
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 AND DETAIL
HEREON.
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NDS. 109 & 130.
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
L!SCALE: 1 " = 40'
8
mct. m�
m
21 116
I� of
C11
'ROP. 8" SEWER 2 C12 0
WAT R 8 -- 1
00,
/
J
a1 rn
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2-94(D
ro
5' �^o
TRACT NO
TRACT PYO,��"03
8 16427-4
16427-5 0
5'
5'
P.U.E. &SIDEWALK
P.U.E. & SIDEWALK
EASEMENT
EASEMENT
LANGLEY
WAX,
W= 14 V=U
H=4" H =0.16'
CA TCH BASIN
LOCAL DEPRESSION DETAIL (CASE B)
1n=10'
K POINT LANE
SEE SHT 18
II 1 1 II 1 II 53
54
(ro
12+64.28 cl LANGLEY WAY
1 +05.05 cl ROCK POINT LN
55
PROP R/W
26'
20' 20' 5.5'
56 `<
PROP R/W -� p U.E. & SIDEWALK
EASEMENT q
F`.
4
n c
V
cS
[RECORD DRAWING
BENCH MARK: esASis ur tStAKINGS: ~� m "� "'��++avtaa riHvk SEEN PREPARED, IN r `v
11 # 8-17 VH
c+r PARS �7' , b
INSTALL STREET LIGHT, KING LUMINAIRE # K118E-EAR-11-100 (MOG)-HPS-120- p 663 •S OF INFORMATION COMPILED AND
CALTRANS BENCHMARK M-17. A THE BASIS OF BEARINGS FOR THIS MAP FURNISHED BY OTHERS. KERS. THE ENGINEER WILL NOT BE �
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5 BRASS CAP IN THE COIVCRETE BASE OF IS THE CL OF LYTHE CREEK RD. 1 RESPONSIBLE FOR ANY ERRORS
THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON REG�ORDIlk OR OMISSIONS WHICH
343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN SHAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
OF SAN SEVAINE RD., 2.6 Ml WEST R.S.B. 111/99-103 w7� A RESULT THEREOF. O
OF SIERRA AVE. --
ELEVATION: # 1428.609 m
11
_ r
Fes.
Prepared Under The Supervision Of : CITY OF F O N T A N A CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED Q��EN PREPARED IN THE OFFICE OF ~
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ����L Iwq Fti MADOLE AND ASSOCIATES, INC. PRI VA TE STREET IMPROVEMENT PLANS
OF THE DATE OF APPROVAL SHOWN HEREON AND ��'�� '�_ z 10601 CHURCH STREET , STE. 107 DRAWN BY:
-1 No. 36637 c �' RANCHO CUCAMONGA, CA 91730 TRACT NO. 16427-3 SCALE:
CARRIED FORTH IN A DILIGENT MANNER, THE CITY X PHONE (909) 948-1311 MA SC AS SHOWN
* Expi 063004 * DESIGNED BY: DATE: I
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS 06-30-04 16427-4 & 16427-5 co
qr CIVI\- ��ti� .f EF RED SPUR iT & LANGLEY WAY AUGUST 2003 N
TO BRING THEM INTO CONFORMANCE WITH
FOr'CgLiF� ate 2'7��r CHECKED BY: APP 4VED B DRAWING NO.: 'O7:ZE
I
CONDITIONS AND STANDARDS IN EFFECT. R.c.E. s37 ExP. 0 -30-04 3514
GB CITY ENGINEER R.C.E. 51152 DATE f81
J:\126-1769\Streets\ST10.dwa. 05!27/2004 10:40:41 AM, DM