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990 LT. 990 LT. CO
EXISTING T.C. PROFILE PROPOSED TOP pCISTING T.C. PROFILE 0 I
EXISTING T.C. PROFILE PROPOSED TOP OF DIKE EXISTING T.C. PROFILE 40.0 LT. I OF DIKE 40.0 LT. Q W M
40.0 LT. I 40.0 a. c 40.0' LT & 100 V.C. 40.0' LT. Q ti
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PROFILE LEGEND Z
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tn c 0 + In N ---- EXISTING PROFILEJPROPOSED PROFILE AT c. IMPROVEMENT A O M. A 8 X m csj N o , m -
mN' m• N m N m t m v a o +0.552 /o ay PROPOSED PROFILE
• ° m -0.210% _ Li 01ch
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_ -- - - - -- - - - - - O _ 0.32 % N m >. t�i
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990 C.L. --- -- -- -- ---- - -- -- - - o - - ------ -a - � _ 0 cN N 01 •
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rEXISTING PROFILE AT �t p1 �, N + � c r N c3
J IMPROVEMENT N u > (�I' m + v m > 2
w 0 m - > 7 NCO 01 BENCHMARK :
0 m c 100 V.C.
m + Li En m a + SET CHISEL "D" TOP CURB 67'
N NORTH OF SLOVER AVE. AND
in o a it it 2 100 V.C. J r N N c r---00 v N EAST OF CALABASH AVE.
45 Is Baa �aI
r _ t? `� �? d T.C.jC• PROFILE > °' • 'ELEVATION : 991.81
ED m -c) $ o m w c PROPOSED iOr Or BIKE a• a+
o PROPOSED T.C. PROFILE + o
0 (� .-- • rw, c N R 41.22 % .950%
o + iiiwn 40.0. RT. t. r Q N
w r W 001 01 CC c V oM N �`!V O 01 0
- a 218 % ° m g4 O 4 g mw �o1 . 0 m
t 0.33% 0.40 /s 0.79% W o _ inn- a in O NCO LOW g
990 RT. I� o in
a+ . N m N N nr o M 990 RT.
0 l.1 + I� r 01 N 01 m N
MO N � N� 114 � � NQ1 � N N 01
PROPOSED TOP OF DIKE PROFILE EXISTING T.C. PROFILE CO a1 4 - p = �+ U N at U
40.0 RT. 40.0 RT. m N C' inn N a v�' CURRETN m> w
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PROPOSED T.C. PROFILE m Q
40.01 RT. PROFILE . LENGTH = 54.45
CURB RETURN R= 35.00
I I
LENGTH : 55.51 "' S'
HORIZ.' I°=40 ' lir 35.00' 250 V.C.
VERT' In=4 I
SHEET TOTAL EXC.
CU. EXC.
YDS. EMB. EMB.
IT IS 3 19 ; 20 21 ; 22 3 ; 24 25 y 26 ; Wa (.0
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o. 2� > a ' 3 "c 3 v % CONTINUATION �- A.C. FEATHER
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o c 1 SLOVER STA 24*43.40
q si (22 '1/4.S�P,`� a rn N CALABASH STA 20*00 -W-- UNDERGROUND LINE OWNED BY
o `a I 3 a 3 PROPOSED EDGE ( I I i I 30 30 1 cion v FONTANA WATER COMPANY.
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' a I -� EXIST PLACE 1 EXIST. C. & G. -G-- UNDERGROUND LINE OWNED BY
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1.j ) �m R/W U U N (Tic A _ _ Q 7n • �, 8, ___ -- 1. � R/W -T-- UNDERGROUND LINE OWNED BY
;c �IC �qm �1 �. � s�A�s� � fPLACE A.C. DIKE
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w ' DIKE1 EXIST. C. & G. i I EXISTING EDGE -PROP- C. & G. B.C., 40.00' RT. 0 N` �',\. � " 0 E.C., 40.00 RT" :1TTERli LLCONSL OF PAVEMENT . k . CONST• . - -`.' `TA. 23+85 25S A 7
vST . 24+99.2g . • ‘ •
a r REC. 22.00 LT .� Ct�1ST C4NC CURE ,
II - i CORERENRN DIQA
I 1- '4 I CURB RETURN DATA STA. 19+24.12 till a -, tT., •
j - PLACE A.C. _
o PHONE BOX 0 '-�ll�
LT'
0
J �r = �
'�+ w 3 4� _ I R 35.00'
c c� R- 35.00 B.C., 22.00 RT.
o n 1\ o• ° PROPOS• E EDGE 1,Qn-89°0751 2E
cr c T P NO 832843H CONSTRUCTION NOTES • Da Cl - co orRG1;'T�nee 94oe-A/z,r, ce A `52 OF P• EMENT STA. 19+25.86 0
c u d D M N m J L a .a 45- CO. 370. Orl/!1" NO. /OS L= 55.51' I� L- 54.45' \
z ¢ Q < ,1 frrE C a T- 34.47' ; 4
vt w ; � In • 0 1"' ►. � T= 35.54' '4 '
> a I CONSTRUCT CONCRETE APPROACHES AT 0 Cr3 W 3
c a 3Li PROPOSED EDGE OF PAVEMENT
Er W a DRIVEWAY LOCATIONS PER SPECIAL DWG. an 1= v �t Z
c w Cir N 01 O coM A L'ON9TRGYfT 9/OE!s!/1G4�.PA.NP nay = N ,• is....cofESS/04•41ON THENORTH SIDE OF SLOVER AVE, PER x + O t 9. G. CO, s^TO. oI*W. 4O. //O�. III - - F•
a + PLACE A.C. DIKE o • NY V memF r COUNTY STD. DWG- 129 ON THE SOUTH SIDE woN O� ai a CONST CONC CURB AUITER W N c 1 � "9 •
m 8 ZIQ OF SLDVER AVE AT LOCATIONS DETERMINED BY .i •
a W z a >' Q 3 0 z $ .. I (m Q No 231452 l< -
o vo THE ENGINEER" SEE SPECIAL PROVISIONS x �I� J n W .. t * p '7-37-A?
o Q SECTION 9. a cr V ct i IL g \\\ /
CC T- 3 " a w v". P
3 In PLAN q;.:_, ��i
REMOVE AND REPLACE EXISTING CHAIN SEE •SH 8 FOR ..n,.A., ,
x Z LINK FENCE IN THE RETURN AREA TO 0.5' �� CORRECTIONS CONTINUATION - I '"
0 BEHIND THE R/W LINE. I":40'
.
- COUNTY OF SAN BERNARDINO
-4o - - DEPARTMENT OF _:
O du-�& Z TRANSPORTATION / FLOOD CONTROL
W 0 _ = z 3 ; h RESID T NGI R DATE co F m WCH/ENS DESIGNEDDM BY FR GP NSR.
l7 = N
It o 0 o m y s�sM1T �D w X95 SLOVER AVENUE
m W W Z a Z
wg 7 UO ILL Q (O l: m O G mV L 2 to_I 2os aS Z u J W LLI F tiL O LL Z �� V. 1 Ch a?
JH 2 '�$ J J V = -0 V E4 z * 0 I- Q Q F O J CHIEF DESNR ENNM�E•R,` MATE
V 08 0a o a W 4 o a N FROM MULBERRY A
N W w W� _ f 3 �. W win V W A 1O o c RECOMMENDED/APPROVED 1V
N ai c1 pis c V ~ N N 2P a= ; '] meg g a - TO ALMOND AVE.
ins1-I:wrn3-m • of 3inco
REVISED FINAL PLAN •ffT. DIRECTOR DE .RUNPORTATIDR DATE FONTANA AREA
- i --- - - JL 6981 REF 700034 AS SHOWN TOT.�KT's.
CDR ECM OF TRANSPORTATION DATE JL 1041 ,
5362-1