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INSTALL 341.33 LP
INSTALL 26.84 LF NSTALL 25.57 F OF 36" RCP 135O-D <
LINE ,) /)
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OF 36" RCP 1350 sl Qw0=38.1 {
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Q100 cfs=62.9 OF 36Q " RCP=50 5 cfs 1350-0 :
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10+00 11+00 12+00 13+00 14+00 15+00 VERT: v'"' 16+00 17+00 18.00 10+00
N _ CONSTRUCTION NOTES:
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0 INSTALL 36" RCP CD-LOAD PER PROFILE)
y-EXISTING 6" WATER 1,..11 0 INSTALL 30" RCP (D-LOAD PER PROFILE)
---- TRACT BOUNDARY
- - -- - - w - - - -- - --- - it- W -W-
SIERRA AVENUE 20 e INSTALL 24" RCP (0-LOAD PER PROFILE)
----- _ b EXISTING R/W ! 1 .0-
__ _ __ _ _ _ _ _ _ _ -
co ,/- i 1 Fcc; 1387.8 1 to
I e CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH SHOWN ON PLAN)
LINE se'
" z•it.,/,/
FL 1 0 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 3005 (WIDTH SHOWN ON PLAN)
SEE SHEET 2 , ./ I] iiffsinfan _ , ...
t\,.. EN. 0 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3011
Mai 'WI'
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r ,,,......-n,.........e.s, 0 CONSTRUCT MANHOLE PER CITY STD. 3012
Riormannoissallr, \ \ 1 I I / C/L CB il 0 CONSTRUCT HEADWALL WING TYPE PER CITY STD. 3020
: L INT. 10+22.49 LINE "A"=0
41 I
N., cl
4
sir
d 0
--.„ 17+17.8111 LEEPY CREEK= 0 CONSTRUCT TRASH RACK PER CITY STD. 3021
1 , 10+00.00 LAT "A-1,
1 12' 2.2, I 22' _ „12'_ 10+32.011 LAT A-4
a A=56, C=2.46' ‘
1 c INSTALL RIP-RAP PER CALL OUT SHOWN ON PLAN
: W=121 V=6.01
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, 10+29.29 BCk <1
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BOTTOWI368 0 , ' \ ‘
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10+50.23 EC , 10+00.00 LAT A SEE SHEET 4 IAT"A4' 1 hi
1 4 TON RIP-RAP 9+95.00 LINE "A" . \ \ A t A=59', I , 5
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UNE 'A'
ant ELI i SEE PROFILE ON ET 4
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0 W=121 ell
L=25' , , DBEGIN 36" RCP14+0O.0 C/L MH#2 0 COVER UNCOMPACTED NATIVE
10+53.67 CA MH, , 0 ,,,i ,41 .:e.. 11--) liIL _
D=3' , i . Ft
, 17+55.77 CA MI-43 R/W NO CLAY IN UPPER 12" LAYER
R/W ;SEE PROFILE ABOV:
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, .._se,„ DO L a WG. NO. 5354 ITY IIIIMIEW G 4. AA) ... ro • SLEEP 0'EEK b aisa _
DWG. NO. 5354 Cy e 10.0' --11--41-0„0,. OR APPROVED EQUAL
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SEE PROFILE ABO C
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A i E SHEET 4
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IT SEE PROFILE ON SHEET 4 l , 1 1100++0000:00.00 LATT :AA. "43".
v 1 ,c..4-1 11 10+44.59 8" SEWER PER CITY 1 , 1 .4 BY OTHERS -
AGREO0TuENCDH AFLILLTEsRIDEFsABoRFIC RocK GEOTECH FILTER FABRIC
8" SEWER PER CITY I t „
, eta its 0 DWG. NO. 5354 LI
et 1 for
DWG. NO. 5354 IAT"A•3' I SECTION A•A AROUND ALL SIDES OF ROCK
(--Th INFILTRATION BASIN #2
TRACT BOUNDARY Of-,1 V 5' ' - I 'II L.L. 1..., In END 24 RCP 4 b._
,
ItiN
S ; SEE PROF1E ON SHEET 1,1
g 94
R/W 68 78 I PARK •
- 84 .._._./ UNCOMPACTED NATIVE CROSS SECTION
8" S ER P R CITY • ‘ I', ...
DWG. O. 5 54 • \ ,„ 1111
LOT "A"
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17+02.59 SLEEPY Clef
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az
, 44. , . 1 10+53.50 BACKWATER 1 LANE= a to BY OTHERS . -
' 10+46.05 LAT "A-2" %JP hi 010+16.16 LAT "A-3" op
W=12' V=6.51 4
I W=14' V=6.01 . .
IT 20' 20' 12' 8" WATER 18 18' 12' Mil 20' 20 12'
CURVE & LINE TABLE 64' BY OTHERS
- 60' - 64'
( ) RADIUS DELTA LENGTH TANGENT BEARING BACKWATER LANE BAYOU LANE SAN JACINTO AVENUE GRAPHIC SCALE
A - - 32.42' - N2530124"E40 0 20 40 80 160
/3 40.00' 25'30'36" 17.81' 9.05' -
C - - 749.77' - NC/0'00°12"W LINE "A" #.1%?"=•••• ...aimm
D - - 46.05' - N59'22'26"E (IN RAT)
ocN1 INCH= 40 FT.
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AC REV. REVISION DESCRIPTION ENGR. DATE CITY DATE is, , Prepared By: CITY OF FONTMA, CALWORMA
. DclAg, (i) up
SHOULD CONSTRUCTION OF REQUIRED Prepared For: BASIS OF BEARINGS: .6
3 rf,..; -,,, -,. ALLAFID ENGINEEFIING nF ESS
cs IMPROVEMENTS NOT COMMENa WITHIN THE BEARINGS SHOWN HEREON ARE BASED ON THE „ ,,-, ..4...-.5 „.',
, -0 to J. 4 le STORM ORM INVIOVENENT PLAN
4 4 iv 0
,_.7. CENTERLINE OF SIERRA AVENUE, PER TRACT 17634, ef- , =KW a- ..,,.4 c .t.
c; TWO YEARS OF THE DATE OF APPROVAL LE NNAR Civil EllginEBVIng - Land Surveying - Land Planning
. M.B. 340/72-73, BEING: N 00'00'12"
hc T -7/3 -0 DRAWN BY:
..= /WWW•WWWW.Weefft ITAVabc•----L SHOWN HEREON AND CARRED FORTH IN A , 16866 Seville Avenue ? Q.) re - it NO. 119394 SCALE:
, ,ili 980 MONTECITO DRIVE, SUITE 302 BENCHMARK: C z AS NOTED
I DI AL r-
we, , TWO WORKING DILIGENT MANNER, THE CITY ENGINEER IMY
CORONA, CA 92879 Fontana, California 92335 , a No. 36052 m _ - . .
m
la a:, DESIGNED BY: ENE "A" : 10.0090 - /11,00,00 DATE:
BEFORE . m mil" DAYS BEFORE ' REQUIRE REVISIONS TO THE PLANS TO (951) 817-3545 2" BRASS CAP LOCATED ON THE TOP OF CURB AT (909) 356-11315 , Fax (909) 356-1795 c4 Exp. 6/3o/i6
CJ YOU DIG \ grik. YOU DIG THE EASTERLY END OF THE CURB RETURN AT THE
R i _el ceosef a 1 • (t, 4.31A ChM- . .•:t. -
CHECKED BY: (APPRO VF:y3YL# . March, 2016
DRAWING NO.: j /
BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650 NE CORNER OF SIERRA AVE. AND MILLER AVE.
I 7/Zt DATE? '3 -/(-,
OP CAL‘C1/4r
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT ELEVATION: 1364.32 Ray T. All d FLC E 33[152
y , Bak
0 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 5349
-J (eXpirES 6/30/2016)
a.• _ - eilITY GINEEF? R.C.E. 51152
Filename: I:\lnland Construction - Gabriella\DWG's\FINAL DESIGN\STORM DRAIN\Phase 1\SD TR-18939-1 SHT 03.thvg