HomeMy WebLinkAbout3044-3I
1500- EXISTING SURFACE OVER a'
STORM DRAW
U-) FINISH SURFACE OVER
nj ■ -� STORY DRAW
1495- + / \
to �-
W
V)
■
1490-HGL
►1GL
f-�
1485- ate% f {
{, {------------- >
f* ---------------
15+50
LEGEND
O
AT
BC
BEGINNING OF CURVE
CB
CATCH BASIN
CL
CENTERLINE
DIA
DIAMETER
EC
END OF CURVE
ESMT
EASEMENT
EX
EXISTING
FG
FINISHED GROUND ELEVATION
FL
FLOW UNE ELEVATION
FS
FINISHED SURFACE ELEVATION
GB
GRADE BREAK
H
HEIGHT
INV
INVERT
JS
JUNCTION STRUCTURE
LAT
LATERAL
LF
LINEAL FEET
LT
LEFT
MH
MANHOLE
HAROLD A. GARCELON R.C.E. 31681 DATE:
NOT TO SCALE
1480.0
PAD ELEVATION
PCC
POINT OF COMPOUND CURVE
PRC
POINT OF REVERSE CURVE
RCP
REINFORCED CONCRETE PIPE
RT
RIGHT
S
SEWER
SD
STORM DRAIN
SHT
SHEET
ST
STREET
ST 10+00
STREET STATION
STD
STANDARD
TC
TOP OF CURB
TS
TRANSITION JUNCTION STRUCTURE
W
WATER
I
Q25=30.2
Vw4m-6.15
ff N
17+50
152
BC
153
*SEE DETAILS ON SHT 5 do 6
CONSTRUCTION NOTES
1a- CONSTRUCT 30' DIA. R.C.P., D -LOAD PER PROFILE.
2�-- CONSTRUCT 18' DIA. R.C.P., D -LOAD PER PROFILE.
3� CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. 322-1.*
4�-- CONSTRUCT CATCH BASIN PER STREET NPROVEMENT PLAN.
5Q- CONSTRUCT JUNCTION STRUCTURE -PIPE TO PIPE PER APWA STD. 331-2.*
a- CONSTRUCT MANHOLE -PIPE TO PIPE PER AIWA STD. 321-1.*
7a- CONSTRUCT 24' DIA. RCP, D -LOAD PER PROFILE
1
of
co
^ W
ST
Ha
- 8- SEWER Z
-
If 9 -
--
0.87% t r - `moo`$- rn ^ ' U
8' EWER -1494
Z _ - ,
to En Q25-6.4
_ 1
w
-------- V
=7.32
----------------------------- .rUi m
----------------- o
-----------
prio
CQ
+1 Qy5=238 N
8' SEWER I r 1 Vnm=12.23 ► i c�'
I M
025=30.2 ,n ± QZ=7.20
V=6.15 >«! + T 2 LF V =1.90
UNWE t D' 1 o=1.90
RCP 1
&x=27.4 PROFILE SCALES
CONST 299.79 LF V„==5.58 HORIZ. 1 "=40'
„ , CONST 144.33 LF
30" RCIP (1350D)VERT. 1 =4 36 RCP 1350D)
18+50 19+50 20+50 21+50 22+50 23+50 24+50
r - - r- � (..'
���
�r �
5 s 3��00 70 5 71 72
�9 `__
148 147 146 1 5MM 1 00 143 mo 69 4 _ ,5,0.3 00
4M M 67 68
1508.3 N M M
N�• pp Of^ pp O,COO,� Q II O �
,� ,n rn _ 3 M cc p p cc
cV , O tD � rM ♦ in co O +.- ; C4 COD co + � o0
nV R/yr N II �mU NO�mU R NN 1 9UU > �M��M ♦ + CD
,,•, 1- N II II II U U
/p N IIQmU Nm NW a�
11 II I1 11 I III II II - II I
154""' m
2-r N 2r _
20' 20' _
6-1 157
to 3
no
MATCHLINE ti 16+02.59
BRIANNE LANE
SEE SHT 2
I
SERVICE A PUBLIC SERVICE BY UNDERGROUND SERE ALERT _
V
R/W
161
CURVE TABLE
_'
LENGTH
CURVE
EXISTING SURFACE OVER
/ _-- 1508.63 TC
-1510
TANGENT
STORM DRAIN
90 4442-
71.21
45.00'
45.59'
B
90'4442'
71.27'
45.00'
45.59'
C
45'00'00'
17.61
1 22.50'
9.32'
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777
�FINISH OVER
N
8-
-1545
GNED BY
MADS/GMC
suRFACE
' !
�1 �O%l/ Z
STORM DAMN
;
aCED BY-
1WPROVED MIG No.: 3
-
HAROLD A. GARCELON R.C.E. 31681 DATE:
RLB
<o
CO
�-CIDHa„
v0^,
�
CITY ENGINEER R.C.E.1152 DATE: 8
o
-1540
i49
L4T
�_
--
Ha
- 8- SEWER Z
-
If 9 -
--
0.87% t r - `moo`$- rn ^ ' U
8' EWER -1494
Z _ - ,
to En Q25-6.4
_ 1
w
-------- V
=7.32
----------------------------- .rUi m
----------------- o
-----------
prio
CQ
+1 Qy5=238 N
8' SEWER I r 1 Vnm=12.23 ► i c�'
I M
025=30.2 ,n ± QZ=7.20
V=6.15 >«! + T 2 LF V =1.90
UNWE t D' 1 o=1.90
RCP 1
&x=27.4 PROFILE SCALES
CONST 299.79 LF V„==5.58 HORIZ. 1 "=40'
„ , CONST 144.33 LF
30" RCIP (1350D)VERT. 1 =4 36 RCP 1350D)
18+50 19+50 20+50 21+50 22+50 23+50 24+50
r - - r- � (..'
���
�r �
5 s 3��00 70 5 71 72
�9 `__
148 147 146 1 5MM 1 00 143 mo 69 4 _ ,5,0.3 00
4M M 67 68
1508.3 N M M
N�• pp Of^ pp O,COO,� Q II O �
,� ,n rn _ 3 M cc p p cc
cV , O tD � rM ♦ in co O +.- ; C4 COD co + � o0
nV R/yr N II �mU NO�mU R NN 1 9UU > �M��M ♦ + CD
,,•, 1- N II II II U U
/p N IIQmU Nm NW a�
11 II I1 11 I III II II - II I
154""' m
2-r N 2r _
20' 20' _
6-1 157
to 3
no
MATCHLINE ti 16+02.59
BRIANNE LANE
SEE SHT 2
I
SERVICE A PUBLIC SERVICE BY UNDERGROUND SERE ALERT _
V
R/W
161
LATERAL TABLE SEE PROFILES SHT 4
CURVE TABLE
BEARING
LENGTH
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
A
90 4442-
71.21
45.00'
45.59'
B
90'4442'
71.27'
45.00'
45.59'
C
45'00'00'
17.61
1 22.50'
9.32'
LATERAL TABLE SEE PROFILES SHT 4
LAT
BEARING
LENGTH
"B'
N64'30'27'E
48.33'
"C'
N40'30'400E
21.95'
"D'
N64'30'250E
1 48.33'
"E"
N42 -3443'W
38.78'
for
N45'01'35'E
20.15'
LA I t ' 4 -
S 1 2 NN Tj 2 23+ - I-9fl - _
LAT ..C., 2 -
W 2 LAT "F" ^ N C
T44B., -- - -- T 'QDPP^
7 I ,^
7C.4 LO
3
^ + "o
N O II Ci N_3 1 1 2 0 �' II ^
� 3 ; 142 6 6 I 1509.8 0� 3 - m1.
+ f- a 1507.8 I I co
omN NNU> U) +'-U1� 121 4 122
vN`v> 1511.81513.8
C., I + 4
ISABEL LANE(Dcn JEANETTE DR. LID40 M
F-� n
to U >
CHANTEL DR. (LINE 'ID= in)
NOTE:
SEE SHEET 4
FOR LATERAL PROFILES
REV REVISION DESCRIP71ON DATE Em. aTY DAIS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
R C� ISD .� � I ►JE 3 I ��� �� s•�
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.
/QRpFESS/A�\
Hut? 0 'C �
o m
No. 31681 z�
* Exp. 12/31/04
\`req CIVIC
lF OF CALF/
�� R.0-�oR fl o macaw I Nt� ►,
Qc�OQ�0��0�
CO
W No. 31681
Exp.tZ ll o
CAf`
3oL1o�
0
"= 40 0 40 80
1 40
0
scale feet
N
0
In
CITY OF FONTANA, CALIFORNIA
[31]c.
17
S1.1�1AIT HEIGHTS a
O
A Civil Engineering -Planning -Surveying •Public Works
AN BY
8•r DRAIN PLANS
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777
MPK/MADS/RNM' 1"=40'
M
PREPAR D UNDER THE S PERVISI NOF:
GNED BY
MADS/GMC
LIM Mr AM
�
CN
�1 �O%l/ Z
TRACT 12-4-01
3
aCED BY-
1WPROVED MIG No.: 3
-
HAROLD A. GARCELON R.C.E. 31681 DATE:
RLB
G2
CO
v0^,
�
CITY ENGINEER R.C.E.1152 DATE: 8
o
N