HomeMy WebLinkAbout3044-2LEGEND
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 LINE ELEVATION
FS
FINISHED SURFACE ELEVATION
GB
GRADE BREAK
H
HEIGHT
INV
INVERT
JS
JUNCTION STRUCTURE
LAT
LATERAL
LF
LINEAL FEET
LT
LEFT
MH
MANHOLE
NTS
NOT TO SCALE
1480.0
PAD ELEVATION
PM
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
ilk
1495-
RM
1490- LLIINED-
La
f.
11485- S ----
EXISTING sRc M
OVER STORM DRAIN
� Z
CURVE
ANGLE
LENGTH RADIUS TANGENT
m �
I
Is
Q25=34.3
35.34' 22.50' 22.50'
Vmw=6.99
` 0
LENGTH
2249'
HIM SURFACE
CONSTRUCT 150 LF
CN
OVER STORM DRAIN
■
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CN
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1
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Vn=6.15
--- �-1�" SEWER
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CURVE
ANGLE
LENGTH RADIUS TANGENT
m �
I
Is
Q25=34.3
35.34' 22.50' 22.50'
Vmw=6.99
LATERAL TABLE
BEARING
N18.32'25"W 1
LENGTH
2249'
CONSTRUCT 150 LF
LGA 'D-1••
14+50 15+00 15+50
c%irnn A i A lire% nvt,.w
16+00
)ILRRA LANLS rNw T
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SD PLANS 3035
T�r�J
z �
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Cin =5.73
RMSH SURFACE
OVER sTatl,l DRAM
-1500
P
PROP. CB PER
ROP. CB PER
DWG.95044 GL X30'!4
AID -
-1 � .� '� ;, ► ��,� _ -1500 # 5 # 0- _
EXISTING GROUND _ 1510
OVER STORM DRAIN FNISM SURFACE EXISTING GROUND
QyS=4.93 cfs
OVER STORM DRAIN
- - �G ,� �; OVER STORM DRAIN
FINISH SURFACE _
OVER STORM DRAIN' RCP -025=8.40 cfs -
�-
�k 1.44'
-1495 -1495 ,, .7r -1495 1505-
�,.�, -1505
If
HCL ,�
PROP. CS PER HM
044 Z ao 'z EX 30" RCP I i ► I V
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r ^CY _J ,
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LAT "D-5 & D-6"
250
154
s N(1427.83BRIANNE LANE
La o ` 16+02.59 - MATCHLINE 157
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1 SEE_SHT 3
J
■ <■ 1497.8
-15+84.43 EC
I N 0'160w - S89'16'53'w EX5
4
LATERALS A T 11+ 7.
A
S
L CB f24
V=6.59, W=14'
LINE D-1 156
N562 '14 E w N18'32'25 I 1497.3
15+65.96 s
_ - I A=25.0'
- m B=18" D1=30�
� C=5.79 D�30
Noo'43'07"W� ' ;, C
1 �3m0 m ' 3 155
g�< 125 2r 2r I
SIERRA LAKES PKWY N W 1497.3 20' 20'
SEE OFF- U > aw m +
SD PLANS 3035 I
4 _BRIANNE LANEWIDGEON WAY (LINE _
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i.2 LAT "D-7 & D-4,, � z & MORTAR _.._ ;t z
�� �5 o O 1495- M
JM Ex PIPE - -- _
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2CONSTRUCTIr
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24 RCP Cno
O
425=6.7 1350D g
ad in
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CONSTRUCT
134.02 IF
LAT "A"
A' > 24" RCP
1250D
PROFILE SCALES LINE 'Dm 2"
HORIZ. 1 "=40'
VERT. 1 "=4'
10+00 11 +00
Z
SIERRA LAKES PKWYTF-)A JJ � J
CN DULCINEA LANE
I Z
I
W F 4
z N
z
}
is � � � �•Q_���
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I-
1 I + O�'<
I s __j 28 N , 3 45
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27 9
20� 1508.3
N
N6 •33'08"W ` '�
I' EX o> UNE D-2
LATERALS N N tO� c �7
I EX 30"
CURVE TABLE
CURVE
ANGLE
LENGTH RADIUS TANGENT
(A>
90'00'000
35.34' 22.50' 22.50'
LAT
`tA"
LATERAL TABLE
BEARING
N18.32'25"W 1
LENGTH
2249'
I EX 30"
-
m
RCP
�IS
a,
N
4*56'580W__'_'____N
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CONSTRUCTION NOTES
1 CONSTRUCT 30" DIA RCP, D -LOAD PER PROFILE.
22 CONSTRUCT 18" DIA RCP, D -LOAD PER PROFILE.
44 CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN.
�- CONSTRUCT JUNCTION STRUCTURE -PIPE TO PIPE PER APWA STD 331-2. SEE SHEET 5.
7 - CONSTRUCT 24" DIA RCP, D -LOAD PER PROFILE.
SHOULD 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.
SEE OFF-SITE
SD PLANS 3035 CORI W
"J" ST 11 +36.25
CL CB #12C
V=6.78, W=18'
465
i
DULCINEA LANES ;;
011_� 4 _��
R L'C0]RD .D RA vJ/
Q �pF tS5/p
U No. 31M
Ev �1 �
D Z�6
1 "- 4040 0 40 80
scale feet
�f ESS/
CITY OF FONTANA, CALIFFiA❑OUPH Inc.'oRHWcc e,
CO SI.M71liIT FlEIMiTS N
17 A Civil Engineering - Planning - Surveying - Public Works
Z AMM BY: STORM DRAM WMVEMMT PLANS
No. 31681 z 1152 N. Mountain Ave. Ste. 100 -Upland, CA 91786-3669.909-982-7777 MPK/MADS/RNM
* Exp. 12/31/04 * PREPARED UNDER THE SU ERVISION OF: BY: LM M'T M'Z'
CIVIL F SP 4 /O,�O� PK/MADS/GMC IRACTA10. IN4:3
CKCKIM BY: APO Y
HAROLD A. GARCELON R.C.E. 31681 DATE: /j))RLB \
0-1 CI N .IN 11 R0e
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