HomeMy WebLinkAbout3042-8T o o t o o r 11 II + O o + o o CURVE TABLE
O Ln �n � �n o 3 x o Ln Ln O Un u)
CURVE ANGLE LENGTH RADIUS TANGENT
F - - SIDEWALK A 89'15'18" 38.94' 25.00' 24.68' LEGEND:
B 9044'42' 39.59' 25.00' 25.33'
C 14'2727" 80.75' 320.00' 40.59' BC BEGIN CURVE
D 14'2727" 75.70' 300.00' 38.05' BVC BEGIN VERTICAL CURVE
CURB FACE E 1477'27" 70.65' 280.00' 35.51' BCR BEGIN CURVE RADIUS
1504.88 FS 1505.59 FS GUTTER LINE F 8919'54" 38.98' 25.00' 24.71' CB CATCH BASIN
K I R S T E N CT. G 90'40'06" 39.56' 25.00' 25.29' Cl- CENTERLINE
DETAIL "E" -CB #13C EC END CURVE
C H A N T E L D R. SEE SHEET 9 ECR END CURVE RADIUS
SEE SHEET 3 11 NTS I I�
NEWELL CT EL'Y EASTERLY
54' I v 8 _ �` �. �- w W I 18' 18' I W W -- � EP EDGE OF PAVEMENT
20' 20' I m"-``' 4 4 .� z o z `0 4 SEE SHEET 9 EVC END VERTICAL CURVE
LouW 4 4 H ETTY CT.
`o CJI Iu"J O 4
IOf Z V tO J � Oo d' x � x N
'n =� p Q a^p oo M -* U I o o I + + o' °o °o ao ^ v
144 ( ( v w 5 12 0 5'PUE o o + o: + Q • •--• a M v o `� o ^ M cn °° W ( i 8' 18' I W FL FLOW LINE
N v o o m •t m rn m 5'PUE + ao N o ao rn
H m �_ - tD CD � W- .- + O p WFS FINISHED
o+ +- W 19 + /W 118N �.� + R�"' + 111 110 + m LO
x i v J I o z SEE SHEET 4 I CL INT GB GRADE BREAK ACE
JpIIW _ �J �J 6 �- 112 M +� 1 M �U _HLA lnJ WW
- -- ---- v 4--- v - - s -1 2 - J LL m m of O a m OF p J 20 20 I 19+50.56 JEANETTE DR.HP HIGH POINT
CLINT - - _ _ --- -^ --- - OC '? + ±�I ^_ omo06 - �rQ m z I
NT A B - - 1 0 co v v I o cox I = TTY CT.
10+ • : - - _. - _ := :.:, - = L _ M m 5 PUE 5 0 15+79 04 HE
00.00 JEANE I t, .1. _ _. Q R +
TTE DR. -.:_.. - - - - ----�-•- - • -�_ _ -:- _-:: -•• -,-•• - ��!•! s . -, - ••-' y<- _ _ 8 E 103 /W 102
-; - --�::........ ....•.� _- - .-. - _. . _ � I l I NT INTERSECTION
=1 I 5. TC _ r` _ _ __ W _ ._ r _ UJ
5+98.05 CHANTEL DR. 10.35 TC - _ - - 5
LP LOW POINT
N o 09.85 FL s 11.0 FL N _cov 4. TC _ W 7 - --- ,` F j ------^ -------- N
s /
i
145 I 00 04.86 FL »+oo N89'16'53"E 12+00 �'4 - c _ ,: ; _ - _ MVC MIDDLE OF VERTICAL CURVE
o _ to+o .9 ... _ .. - ... - -. -, _ G •- _ _ PCC POINT OF COMPOUND CURVE
1 I
■ s _ 2 - �- - 1 2 s+oo %5 •.• - - _ - _ - SE CURVE
•- : '+ - ` _ = :.•� =: := PRC POINT OF REVERSE ti ! ••. .. i a •. .. -1" '.tet ••_
05. 5 TC o 1 _ __ _ S - s� TC 16.96 T 7 ._... - is C
• 04.5 FL ^ 04 - O 14.40 TC C .27TC -18.52 TC ^ - W 16.99 TCAg8 I R/W RIGHT OF WAY
N N N 46FL 16.77FL
.::`:. ; : •.: � - -- - _ - _ - 15 - FLLO
s+oo N89'16'53"E 91 _ I STC TOP OF CURB
f = = -
• t: •. w ' a
13.90 FL p 1s+b�• 17 9 18 02 N 1 16 4
- _. _ -
--- - -- ^ ---- - -- --- ---- -- -- -- -- -- - -- 15.18 D 16.96 TC _ _S _ 1 •�8 116 W WIDTH
- 16.26 TC ■
1 46 I ,/� � 5 64n n 63 n ccs ,.,- �� _ _ _ 16.46 FL ' N N 15.76 FL
I W 6 6 0 6 5 5 PUE ,ri R 6 2 �; o �; 0 61 O M O E ; a .} .< :. ..tii :i _
t I � z + LL 60 + X59 - - - - _---- - _- ---- -
CHANTEL DR. � � + � + 8 0 57 N
+� ov �v �`� �" �" �" __j r -v i o R C
SEE'OQ 4 4 4 4 4 4 +� 5'PU 56 o .0 55 4No R 053
CONSTRUCTION NOTES
t0 N
CL INT v co + co LL + cr 5 + `D U')
`r r4
12+81.02 JEANETTE DR. 4 °,P __j r° C
=10+00.00 KIRSTEN CT. 4 4 4 4 4
+-R�D�2o DRAB IN(s �►
CL INT
/� �QROFE -'1 f 16+90.54 c�ANETTE DR.
!�iMN=10+00.00 NEWELL CT.
U221 CONST 4" MIN AC OVER 12 OF 95A COMPACTED NATIVE. (SEE GENERAL NOTES 31 do 32)
--CONST 6" CURB AND GUTTER PER CITY STD PLAN No 1003
4& CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102
5a -CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN No 1015
C ST CURB RETURN ACCESS RAMP PER CITY STD PLAN No 1006
7a- IN�TALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7)
CONST INLET LOCAL DEPRESSION PER CITY STD PLAN No 121 (W=PER PLAN)
9�-CONST 8' WIDE CROSS GUTTER PER CITY STD No. 104
REV REVISION DESCRIPTION
LLJ Na 31M
Exp.�2 '3!
�TEOf CAl1f�Q�
ON
r• 10.11119
WIMi711114
JEANETTE DRIVE
3/6Z/
31 O10= CONSTRUCTION OF THE REQUIRED 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.
/QROFESS/prV�
pgTHUR c"�F
A�
� � r Z
� = No. 31681 z
* Exp. 12/31/04
J,�glF � I VI
L
CAI. /
NOTE-
SOME
OTESOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS. ADD 1400 OR 1500
TO THE VALUE TO OBTAIN THE ACTUAL
ELEVATION.
Domp
Hall
remanI
� 11C.
❑❑A Civil Engineering - Planning • Surveying • Public Works
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777
PREP ErD� VI
UNDER E S ERSION OF: /
V <P / 07 (d Z
HAROLD A. GARCELON R.C.E. 31681 DATE:
3
I
W'LY WESTERLY
_ o
is
I
V VERTICAL DEPTH
I (450,00)
INDICATES EXISTING ELEVATION
z
450.00 INDICATES PROPOSED ELEVATION
I
17
W WATER LINE
S SEWER LINE
I U
I
SD STORM DRAIN LINE
M
I
LL LOT UNE
L6
I
I
OC ON CURB
H ETTY CT.
H HEIGHT (ADDITIONAL OPENING)
SEE SHEET 4
3
Q
co
0
0'
40
0 40
80
1"= 40
Cn
scale
feetCl-
"
0
CITY OF FONTANA,
CALIFORNIA
o 0
SU�VIMIT HEIGHTS 11
0
WN BY:
STREET NPROVELIEW
PLANS
ALL
C
MSM
JEANETM DFNE
1"=40'
ATE
o 0
XNED BY
MPKT
M. 15M
11-09-01
�CN
_CKED BY.
Y
WG NO.:
8
�-
RLB
&Q tz/OZ_
.4-
3042
�
ITY ENGINE R R.C.E. 51152
DATE:
9
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