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T 0. L.9 zz /Ill 2 1. A C�P_ (20�a -11 __..11-I I'll-.1.11,11 11 1.I'll,-1 I I'll I 1."I'll,11"I'll - ,LIL.1111', 111-1 11ill 1"111""- '" 1-1111111111- - I 11-1, III -1111 IIL - ' '"I'' �1 I I i I............. ...... 000-0) HORIZ: I 40'
4ZI NS) 40.2 6.1 L.4, .. ...... Rfl,l S T,EEL7_ I I t II q1 R. P.I L2060' 0) i -OVFR I
1,75 ZNST-----------L........... VERT: I 8,
............ I I 7 .1.........................] i
ig C �kol O�Nll 2p��MWC HE%,I, op� STA I Todtol S 1!R11 00 I_�e Ro IEXI,�r, p qON.V�, t4N I f (N'T, COVER OVER REINF. STEEL
PAN SIT() LINE "B"
CH ROA IIll VLRkFy ZOTA\t�r mENr �Ar ALIGN Ti, 99 8' S.0 LATERAL
I............ .......... -7 REINFORCED cEmw MORTAR If 0 1'4
F_T�7 fIcl)
III04 ICL 6EVOING r IS1 T, M. 1 - , I ,,11 �` 11 / /
S 0 0 0.U A, I - - I I I 1�'
PIPE
4)
t F_F W4 7, REINFORCED 6 V7 9� ICOORWEAff LINE a4CKFILL SEE-
NOTLE 7. SEE NOTE 5
_7 (EXISTING S.0 PER)
N 14 48'31 - L 006.0 I (S.0 PLAN)
PIPE BEDDING
Il Rl SEX Tl� CASE A CASE Vff
I1. ALL CORRUGATED METAL PIPE AND FITTINGS SHALL BE GALVANIZED.
_x I2. ANGLE A SHALL BE SHOWN ON PLANS AND SHALL BETWEEN 45' AND 90' AND "O' SHALL BE 24: LESS.
T I �ym DRA�k g Lj A I3. IN NO CASE SHALL THE OUTSIDE OMMETER OF THE SIDE iNLET PIPE EXCEED ONE-HALF THE INSIDE
0 f IDIAMETER OF THE MAIN STORM DRAIN.
IIL II A", 4. IF ANGLE "O' IS 45' OR LESS. USE CASE 1. IF ANGLE `13' IS GREATER THAN 45% USE CASE 2.
5. CENTER LINE OF SIDE INLET SHALL BE ON RADIUS OF MAIN STORM DRAiN EXCEPT WHERE ELEVATION "S* IS f IT� SHOWN ON PRojEcr mmms.
7- 6. THE OPENING INTO THE MAIN STORM DRAIN SHALL BE THE OUTSIDE DIAMETER OF THE INLET PIPE PLUS 11
IN7. 61ACKFILL WITH SLURRY CONTAINING MIN. 1 112 SACKS P.C./C.Y.
CURVE DATA*H
fEAJ BE4RINGIDEL TA RADIUS LENGTH TANGENT
IIDETAIL II> IT JUNCTION STRUCTURE DETAIL 45"00'00" 22.50' 18.8j, 9.55,cri-426 PER STO. PLAN NO.333 NOt TO SE 2JO58,i 0" 45.00' I 1 z 67' 9.32'V�I + .............. ., � I I�I I HYDR4ULIC DA TA 4 so n Dc (Ft) Vc (RISec) Sc On (Ft) Vn (FtlSec) Vf (FtlSec) Sf ILINE STA to STA 0 1 00(CFS) D14 A IFESS/
N0481 0.01,3 1.56 z 17 0.0076 0.86 14.72 6.02 0.ww1w'A 1+0J.77 J+55.57 18.9
L-1 24 0.
, (-i _.TA. 3+29 381 S "A 3+60.07 J+91.57 18.9 18" 0.0152 0.01J 1.46 10.78 0.0286 FULL 10.70 0.OJ24 mAm 7 4+08.JJ 18.9 796
180 O.J467 0.013 1.46 10.78 0.0286 0.57 30.7i 10.70 0.0324
+ 7 7A I" 1+02.47 1+1 1.44 18.9 180 0.5619 0.013 1.46 10.78 0.0286 0.50 J6.62 10.70 0.0324
i22il i � \ , 3+91.5
+ "" "" I , \ (*\IN
C. 3.71 1.JO 0.0005...... I 180 0.05IJ I 0.0131 0.57'i 2 1+01.75 I+J4.89 ?.3
i4, 55" w UQ ICONSTRUCTION NOTES
C.13.I \,, �\ \+ INS
PR(ASEO I 0, ORAI' CIly
y EAsEupr l CA R.C.P. (SEE PROFILE FOR 0-LOAQ) DATE
Iaft RANCH COCAWN ............� 0�01 ",LIN,00dog, Qd1jj APP'D
4 TEO TO NO. DESCRIPTION OF REVISION
cd 0 -LOAD)
0 00,00" T 18" R.C.P. (SEE PROFILE FOR 0 4 INST. 24 ITRI CONST. CURB OPENING CATCH BASIN PER CITY. STO. PLAN NO. J00
f ICONST. MANHOLE NO. 1 PER CITY. STO. PLAN NO. 318
'q�8 16224.T8 (W & V PER PLAN)
CITY OF RANCHO CUCAMONGA IW UUN LL I CONST. MANHOLE NO. 2 PER CITY. STO. PLAN NO. 319
PLAN AND PROFILE
56 M;�VHOLE' -, 2 OE O.,sm. �i I i 80.0�0 LINE lj�o' J 1 7�i 5011� w i� 'T I(11'A N 44 CONST TEMP CMP CATCH BASIN PER C11Y STO. PLAN NO. 3 I I IELI: 185,6.26 CONST. CONCRETE COLLAR PER C11Y. STO. PLAN NO. 329_7 I- ISTA. 0+00.00 TO STA. 3+09.00 CL
+ INST. 80 R.C.P. JOIN EXIST. SORM DRAIN PER STO. PLAN NO. JJJ to to
AUGN*NT P�IGR + 11 00'qO IMAN�OL ill HORIZr IA�&1 VER 77 FIEL iSTORM D AIN LINE A
Il60INIV UF,WA AND LINE A- 1
TOP 0F.!§TORAIJ l 1,958, L
f L
IA�AI 4 N! DA
Lp TE
APP ICITY ENGINEER
R.C.E. No. 24953
IIT IIPRO Cr E)(STIN4 SO yNE I T I DESIGN RECWDED
HUNSAKER ASSOCIATES BIJAN SHAABANI CAI LAJ
& JC ORA;I LINES 7' SCALE: 1 40'
I __j I R V I N E I N
'NA Q C I PLANNING a ENGINEERING SURVEYING 40 20 0 40 120 SHEET 0 (0
4, IThree Hughes Irvine, CA 9261 8 PH:(949)583-1 01 0 FX:(949)583-0759
-4, IC.N. of 6
ILui II ii, "=6� 5
I -p- D 0.
f0�8 R.C.E. No. 38796
RAWING
+_ Ex p. 03/31/07 T4� II
IGRAPHIC SCALE 1 40'
DOUGLAS L. STALEY DOOGU
DATE FILE NO.F:\0043\Enginlmp- plon\Storm\SHEET05.dwg