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LAT
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LATERAL TABLE SEE PROFILES SHT 3
CURVE TABLE
BEARING
LENGTH
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
A
45'09'43"
17.74'
22.50'
9.36'
B
4459'60"
35.34'
45.00'
18.64'
C
45'09'43"
17.74'
22.50'
9.36'
D
44'59'60"
17.67'
22.50'
9.32'
W
NI /LO
W $ —
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LAT
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LATERAL TABLE SEE PROFILES SHT 3
LAT
BEARING
LENGTH
"E-2"
N4,C48'420W
37.11'
0%E-1"
N5529'190E
32.05'
"C"
N4511'18"E
20.13'
'b" I
N22 31'35"E
M
+�
N67'31'35"E
LO
O �U�
"r
N22 31'16"E
28.41'
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C.
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W $ —
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LAT
100,
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_ ___ ._-- -_-- __ _- R- ____ - __ __ . _ __.. -_.. __- _ / 04
7 _._ 1482.5 r___ ._-- ___- ___ ___
LATERAL TABLE SEE PROFILES SHT 3
LAT
BEARING
LENGTH
"E-2"
N4,C48'420W
37.11'
0%E-1"
N5529'190E
32.05'
"C"
N4511'18"E
20.13'
'b" I
N22 31'35"E
44.80'
"E"
N67'31'35"E
15.40'
"r
N22 31'16"E
28.41'
N4511'18"E I+ C y LAT "E" _ - N N
18.59' o W D
0
N4 1
14, 10.82'
M cV�13 X0.82 C N 3
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W- j 1A ± U cR + U Q N V
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f /{ <xW) �� n N� II N �� NU> 42 J ° 41
co 3 os W� o � Q S 8 N m� IN rNj vs o N o i� 3 I ( N II Q m II 4DD
i �-• a,cY3 c� `a$+ wgw�N +ci �rMi� +� �� �•._- 4 1481.5 1482.
O 1481.0 43 5
f Op Os Z ♦ Z Z II () II ' N N cd 1h to (h
0023CA��j O+m fl J�JQmfl II <UM i r-►' �� tO�N �8� C:)
BEECH AVE N �� ^Novo N 3 N 5 90 89 88 <m� 87 86 85 a, I jr c /I /I,
(� J J
CAL 4 + w 9 2 7 1 g 5 4
Od-204304 ! 9 3 0 �, 1482.5 1483.0 "SEE DETAILS ON SHT 4. r
I
I 1480.0 CONSTRUCTION NOTES
LEGEND
PINTAIL WAS(LIUqE
O AT MH MANHOLE ""E99)
` � � 1� CONSTRUCT 36" DIA. R.C.P., D -LOAD PER PLAN
BRANT DR. LIN� � 2�— CONSTRUCT 18" DIA. R.C.P., D -LOAD PER PLAN
BC BEGINNING OF CURVE NOT EL SCALE3a- CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. 340-1.*
CB CATCH BASIN 1480.0 PAD ELEVATION 4� CONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN.
CL CENTERLINE POINT OF COMPOUND CURVE �` %� RD D QPIW 10 &6
DIA DIAMETER PRC POINT OF REVERSE CURVE O5 - CONSTRUCT JUNCTION STRUCTURE -PIPE TO PIPE PER APWA STD. 331-2.*
EC END OF CURVE RCP REINFORCED CONCRETE PIPE CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD. 321-1.*
ESMT EASEMENT RT RIGHT 7O- NOTE: CONSTRUCT 24" DIA. R.C.P., D -LOAD PER PLAN Z
�
EX EXISTING S SEWER SEE SHEET 3 FOR a— CONSTRUCT 30 DIA. R.C.P., D -LOAD PER PLAN (SEE DETAIL ON SHT. 3) pFESS/p oQ
FG FINISHED GROUND ELEVATION SD STORM DRAIN LATERAL PROFILES
FL FLOW UNE ELEVATION SHT SHEET C d9
W
FS FINISHED SURFACE ELEVATION ST STREET I � Na 31011
GB GRADE BREAK ST 10+00 STREET STATION °G V 31
H HEIGHT STD STANDARD 40 0 40 80 C O
INV INVERT TC TOP OF CURB
JS JUNCTION STRUCTURE TS TRANSITION JUNCTION STRUCTURE _ _
I 1 !
LAT LATERAL W WATER 40 scale feet ��of CAL
LF LINEAL FEET
LT LEFT 0O REV RIP
REVISIM DESCRIPTION DATE ENW.TlYFDAN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ❑� �� CITY OF FONTANA, CAL.�OR1�!!A
I RE�oczo D2A�nI1t�IC� 2-p� NG QRpFESS/
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o �HUR Floreman, Inc. SUMMIT HEIGHTS a
�� o co�? 1:11:1� Civil Engineering • Planning • Surveying • Public Works AMM BY: ALE:
n� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, - MPK/MADS/R STORM DRAW PLANS .. ,
TOLL FREE `-00"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
No. 31681 i M 1152 N. Mountain Ave. Ste. 100 • Upland, UA 91786-3669 .909-982-7777
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 * PREPARED UNDER THE SUPERVISION OF: BY:
MADS/GMC
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CI, CIVIC `P to Zlr42 acEo BY
STANDARDS IN EFFECT.
OF CAO HAROLD A. GARCELON R.C.E. 31681 DATE: RL
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