HomeMy WebLinkAboutRc St Improve Plans 403-d/5 Thru 403-d/10 403-d/5 403-d/6 403-d/7 403-d/ 403-d/9 403-d/10lol.- f9 403
x
STo.PM .O.Q.4,/N �U,QI�E oAT.9
0
39`
�'GY � n
45.00'
47/2
125.9f''
A
Sox
REDUCED PLANS
0 1 2- 5
'siss'�sssllrisis
3 INCHES ON ORIGINAL PLA
xCi l`
'." z
I
-572:�)K�/ C,71F,4,1N C,7A 7A-
T ;14' VV, I
96- 60-00 ��9- 4712' Z6--T9j' 12' .32' -0 32' /0'
7/ N
57!
rAZ-I- 7 e.2�7 IeFlq4f
I—IM9
4RPOW
u s 15" S
15 S 0 s
'160.58 FZ. 36" HPG
36�' HP G I —A. 411 G �lj
4 G - 97 09 30 J/ -33 -34- ITJ
- - --------------------- ::77' 1 - —
+ - +
�A - -----
n
T
T 16" W
1611 w
=71
52-eZi;e"W 2,q;M11V
3ox
Iq 1� DESCRIPTION OF REVISION DATE IAP "RVED
REDUCED Pl ANS
N34 CITY OF RANCHO CUCAMONGA
2-
col V--, 7 Alb. Z. A. C7/F-,:: TO �e:-A A �2194 0
IVO 4 4.A <f -7-,'? PLAN AND PROFILE OF
Iq ARROW ROUTE STORM DRAIN AES ON ORIGINAL PLAN
MASTER PLAN" LINE 5C
0 N
APPROVED BY DATE-
R.C.E. 6669
L CITY ENGINEER
lap DESIGN LDdnG RECOMMENDED
A, — IeA, L,D, KING INC.
RIO CALIF, (714) 988-549;2
"lel 17'�l DRAWN 517 N EUCLID AVENUE SHEET
L72f, Alellre-- /2-// --E— OF
C�oss -3cc-fico 03�&. 25400 UKANCH MANAjER/ RC]; 14326 ' 'DATE
CHECKED DRAWING NO,
Jv. r.5. -D
P6016EV 41
o1W ��AIAI L7,4 7X
Z�
-2 I-ZAA1 e-1716V
r Alo 42 5774
. I - __ — '. / �:,_/
DESCRIPTION OF REVISION
I DATE
IAPPRC
7
C,-,Y OF RANCHO CUCAMONGA
33"
'f
Z7"
7
60`00'00-
If90 9'1'6
1190
T,��_00'
__:�7 . 5-0-7
5
47122'
25-98'
20. '53'
PLAN AND PROFILE OF
AMMn%Al oni I CTnDRA r)PA INI
2 7"
25`00'00"
22.51'
9,82'—dETP,
Ikk -ta 'V Z� L_
mr"F%%j vy �%%Jw PIL AN" I wL"I'NE 5C
MAST R
a
3 G' '4-
COA15 77 1-1,V Ala r-6,- A /V ;2
S7_0 — -DIO—
F_ xis 7'iny fell e CoA1_5r C. 9 IVO 3 X�e Z-4. 0 372? I-14"v --Z;'1-13
(c&, 6 s 0.�,pqvemen�- APPROVED BY DATE
2
lot r Q C4/,.b �y417,1a� CoIV,57. D. IVO. - 4.,:: .. -0 S7 CITY ENGINEERZ�_ R.C.E
DESIGN ILDdW RECOMMENDED
L.D. KING INC,
DRAWN 517 N. EUCLID AVENUE 8HEET
ONPtQ- CA�LIFI,14) 98 -
/_11
m/
�e —7—OF
-DJ77
1, �pl�rl 4�
ICHECKED 8 1 m I�MHI MANAGER CE 14326 aATE DRAWING NO.
NGINEER RCE 31875 A� L103-D
za,�g1111;, 'o., w I& �. I Aft .11E
IV. ro.
ADA
30X
PEDUCED PLANS
0 1 Li -I 9 3
r-3 I'NCHES ON ORIGINAL PLAN_�
'A
4\
10 N
z
L
Z
6
<
;7L
Q, An
w c� x
Ld w 0)
Li cj
k CO
z or_, w - . : uj
0
(-I L41
18. oc�
+
Cl
47. IZ'
Io 0,
d 6 0
171W 50OLFACE .431
1 Id Z71091 I EX15T FIM SURFACE
I 1 .27 OF PI�E
8.00
L
D q, 5 -T. FIK�-121URFACE
LZ
+ q-- �OF PI P
Ey
'17.
109 14, 6,. L,
1160 0 1160 Lu
E:X,15T. 'FIN. SUPLFACE 6A 60 1
CID F.PIPF-
v
'ki � 0105
HGL
1155
5-=
19 f-
1155
.002q
ca -0
-5-- 0.00 (08 L
00?-7 0
0.1 J,
(L
'150 J 1150
-1-50
c
1150
=0.010; 49
LL4
0 5c 0
ao 0 uj 0)
jj, 01
I I O�. 'n i -= - - >
- - - - - - - - 'o 41-
. . . . . . . . . . t
i . I U) 01
14 ci
-J�
CONST-46 (68 L.F. ul
t- 00
0
9 co R..0
0 P.
0 Ld
j4
o-L)
.0 90
9 4?ov
29.39'
0
V, 570,9
ul Uj- ZOOO �D'
ce w r, o f4sT. 7.6 a L. F.
15:0 0 - D -10RIZ. 1�'�40'
D
0 0 38+c,4,41 (E I N7.
S+Zto.91 17-- IN7. 20+ot941 S-INT. 32+07�41 C- INT. 1=
38+94.41-BEGIN LAT-
8 + Z &.91 - BEG. LA7. A�+09.41-'BEG. LAT. 3Z+07.41-BEG.LAT.
I I .48T.C. I I 1 110,10, ItG1.35, T.C. 39+03.32 BEGIN 33"R,.C.P
I I I I 0�, 81 F. L. 1po, 32415.45 BEGIN 36"R.C.P 11(.0.72 F-L,
1 100" 8+34.95 1 �0,11
20 1745 50'
I BEGI
50, HI 32425.41 B.C. 39'R.C.P 39 +IZ.41 F�-C- 33" r<.C-P-
.3 t1!57.8ZT-C- BEGIN 39"Rt-C-17 F- 04
w 3C !!141/ w 14'11 3 3t,' 14'
14! 3 uj �/�ZO+Z7-41 B.C. 39"P-.C.P -oo.00j;�MAPLE AVE.
0-47.97JOIN E ,-�'=39+.35.50�ARPOW PTF-.
0 u� /ij o+oo.00 UTICA A\w!c-- 0
0 0+4r!97 JOIN EXIST --09
x x U)." w LJOIN E.X!5-r. M.R.
=3+7,.';.00 ARROW RTE. 10
IG1.15 T.C.
0-47.97 JOIN EXIST. G%
A 11.5759 -r.c.
8 W-
10"w E)<IST, 36"R.C.P
-T
8 w- W
B S-
9*e
21 +1 (EXIST. 50"R.C.R
.30
.3 cd; EXIST. 36" R.C.P �-o
EXIST. 39" R.C.P. MAPLE AV E.
T..
2: CD It 48
AVE.
T I CA
li-EXI-ST M-H. NL
0+50.31 q-� EXIST M.H. NO. 2 WHiTE OAK ST. 0
(L It r)
-�r RED OAK AVE. 3r I :�T �,L I I - �1
0 X
0 3- 1 1
0 15 P.L. 0 (n C. AVAEADI
\0+50-3) VEX15T M.H. 31 0+47.97 E..
p
4�-
r
o
7' EQUATION--�5D
cr la 0+47.97 E.0 AHEA01 cr- 7' �-P+50.31 T-- EXI-5T M.H. NO.2 < 1 53 BACK
2 39-59. 1
x < 0+4Z97 E.C. APEAqtQUATION
< -WUATION 0+4 97 F-C. AHEAID 25'
8+-92.03 BACK. +7.9 BACK
71 1 12.5, EQUATiON 3Z+7Z. 5 15, \LI--1-51 -T-c�
2-0+714.53 BACK 1 6, 00.00 WHITE OAK -ST. llf�0.7,Z
0+00.00 PED OA!e� AVE. 32 it
5,2.50 ARPOW RUE.- DESCRIPTION OF REVISION DATE [APPROVED
50 AR?,0W RTE. .5-e.e shxei
rITY OF RANCHO CUCA ONGA
163
CoA15T1?1,10T10A1 A10TE,5
'R 4.A.C,F-C.,,D. 5TZ)-
CoN,5T co1VC. PIPE CCL L A R PLc
Pl- A A( 2 -D393
&-PROTZECT 5EWER PER I-A.C.FC.D. 5;rD. P1-AA1 2-D251
PLAN AND PROFILE OF
ARROW ROUTE STORM DRAIN
MASTER PLAN LINE 5C
P ROVED BY DATE
%/ RC E /2:�889
,3cale: 1'=40' DESIGN RECOMMENDED
C.,q- L.D. KING INC. 5,,6-e.
DRAWN 517 N. EUCLID AVENUE SHEET
O�wlq, CALIF. (714) 98b-549 -8 OF 11
D. 0 o 111'n5 "1.-, (!� 4&1� -
CHECKED SR�W�H IAANA!��,? R.C.E,�43 DRAWING NO.
IA-T-E
COR11f DAT,
T
7 -�--o-4
z, �zFao -0,�oo -
.00"
47
(C��
36'
60000/00"
45-00'
4-71-21 195-915,
Z)
j3-'
450L
p
30X
REDUCED PLANS
r.3 ILWCH= ORIGINAL PL
Sox
REDUCED PLANS
3 INCHES ON ORtG'.NAL PAW
I
------------ _11 ...... Sit r Special lillite -- - - - -- - . . . _". . . . I
11. n: .... Variable ........ ------- Variable ... ....... q . I
Sid, stdggl
S/ Ing e0pening
Ile 0 i I cr
F 71.... ----------------
IOU,--- a !AIn18
Sir Or aces E'q
lbriatle
Line V11
-�'Iral rude arsee note
_qhl Urcere 2
------- -Straight tirade orsernote"I" d
4 Sir, nold, b"
CASE 'A A L
Yhere no curb exists, c_rbj shelf be l,9,dt;,,F line
Slaclal "Ole , I (Round Off)
1111r.1t1a, beirveen erlds orle,64,11,prussion
forcealraft g o'di, Curb
section shall conf�rrtf to the cy.
'See Special Nold - - - t is Point A- . Ir� 3000,_
0"00 djyx
cu(h L
A. - - - - - 4- -
St'dc Ox/fing D
SECTION D-D
C-F L--- Cr VAT I CLN NOTE
isi ottr�svisr corrch"led ever 1p n.
a. �ocal`Dcpressionshorflbe Caseb unT clay re to
r 4 b, tevations of ouler cornershown on g4rierolplart. li'm elitoolloas are smo,"led.
6r /C lite oular edye�ol"Lxof Deprass�oasbofl con(bra;
arda�oq line (outer
'ge
e oriRe Stakes shall beset to 9mare along the flay g the ri
nil ------- is M and 'shall be sell
fro edge aractual depressed area). Stoker a 11
-Straight orade orser note P* J slT1,_1,1gruda bcfwqcn tops oforld=rs(irona vertkulcurve
-1 bethre the
e .I, stakes shall not W remnved until ills
ot5'b 2 D reer n Els ina! rinfthing.
CASE 6 d r, f sj�mi(Ycd, *K - 5 f1rf unless o4heire rjoriri�Y.
:41cefunlesTotherwise
6
If - 4 Intl /I es atiloss olherw4se rhr,vn at? the genorWict,7n.
See Special Note ------- I e Points A an d a stia// be sale dt /I inc.hers 6cloK dillstelef.9
..... 41,6 ....... I r� ------ gulluer grade
I , i I Si'de I f2- 1: Spreholdclids govn-ning the cons-tructian*or this Local Der -essione an
I IZ I-0 . -1 1., vertical curve shown ongeneral ploll.
I I j."'M tib k Cr
Basin F -----------
-L:oS _ANqELES :OUNTY
I !_)Lix, A % -,, �01 11
I r/ow CIOCI CCN DisfRICT
........... FL TROL
or cl, �jbdoVe 7 OCAL DEPRESSION NO. 2
a
Ri* ;t A 'j."
W idw FOR SIDE OPENING
Ira - + 4dard1e.1,W
L-D` u 4.11-N 11�111`1 CATCH BAISINS
*Sit, hole Poinw, flofil f IV
A A e -Ij le 'I
ce,
Z. 14. C C 10 10 I/V 'Liz 2 19 i��e
-VO7W,5
V%LMES A,, Ale!, C, 1103.
r,141f! t-
2 LA r1M1IL.,S _I1.1A
Iel I
I - 117�1'11Xl J( fS'IA
46 1 w -AIA ,,W, 4CI,&�
_ry ./, /�/. .1
17,01 4,194,
Af ivn, w,
5-0frAI4 1hd, A- 1_1 I,
It
9 SF CTION G-6
JrCCL ~1h, I— 2-D 171 4e-SI b"'ir.0 C11"� air
roll.
3 rrpj li'lliAl le
6, 6��'L 9C
In 1,# _I- 1, , -.,; It,
of D_ ollqeAk-,j.ReDLCZRA�'OPI:Z,=,;,A�ft-1,1,�b"-t.,"�l..I
Wh-
'd let,
In 1111 1 1 more
(?lot o
�24 Id'oe both -V,,, A,&,
SEC I N.t P,D u,�d nnt- q,� 15,41a, P"n,it!'d
j.1,L4it;4r�CuV 1,5 *q,lir, ,t' in-lat- �-/f 0/ Ifl-ct.
/Ive,cled- Ppo 3 rL-,/,IL M or 14,r'.3000inst at Zb, do s.
- �q.;;,,_, I,_ I_ I' -I"' PM;Sl" AtontIold No. 4
T
we ad art plav see Sird.
-6. r 0j,4,t7/r1 11-r �21111210 1701" J.
A::
T_
i;_o__ ! q �q
+
r
Gz; Ij W
A.
4,
411-
J
e 4*
FLOOD C014111-1
2-L) 107 __N04
2- D 171 MANHOLE
P
"In erj 2 r uo,,� LAN, SECTION, AND
L
LONGiTUDINAL Z-D47Z it T;?.l 1I "j, �L V DETAIL
SECTION 106. C"A"n, rimy ......
11
s- 72-1)113
PLA . t� a9l
f _0I at A. 7� �t- L%L4 L I
"t, ff..j
Z. 4 e- 9W,:57.
A,*O Te
THE A00VE 97-ANZ2ARZ79 &�5R,5 r11Z IWOS7 Cl-IRRI-'l 41ZA `�E
A 7- 717'e DA 7E 0,'= AP,-RO V4 L. Ar IS 7XE R,-5,-491V9191L /;r,-' 0/" Th;!5'
C0A1TR,4C7-0k2 TO K-RXc)" 7-HA;r 71-1E9.5 SrAM9AII dRE T11,EMt2Sr
CZ1RR,5A1er AV,41Z_A9Z5 AT 711,- 7-IMZ 19,` CONSTRLV770AI
!;Xl"rirKj -,CE3I N sit C radc
13-" ornil INS 510P In MaX min,
I[d9e.-, 1. It, rp-nJM I
rived sirce ts tor poyr. Ir
to 31' Radius Z7�
1 tor un
11�c 2
F.-INUC7 P),
'S:
9
C r
N
A A
L
1D j
_j_ V1
L
7
T L
A. '0 L
12 !��, "!
j-------
j
/ - SECT N C-C
PLAN DETAIL N PLAN NOTES .......
(si,orl no] -5hown) (shco nd Shown) H- Hr_!5�14'1 *,.I,-
3cr, No�c M 7 �P"& r,
b.� ej. 1`— 11 fill li,cl ,a
strac, qrfildc- ct!ainmhoIa frame and coqr-r LENGTH L
-rPlon No 2-Q47Z 1—— .1
9 W,5HArT eh,, l!P__ 1c -odl�re.qll N -6,"
1-1 let, 1-H N
djvcnj;c:rJ Z, rnyr
r P-
'I �� DrrTN P q 1.1, 1,g,'I of 6* wV l,,rq- -I- ir P
i r
,I) .W rc4,, I pri In
14" 1. 15 ox, T-T at 11 1,, la, Or li lip M re,�
a" r., 1 W H
A--) -'1-1 T el,nll I,, a
IQ, 7 who"t monw. r4olm spech"d on plans see SW Clwrj,Z-DZk0 note 3
,2T N
I- r, rl�c qd WAII ,it I— t ?
RCP
datys;
3 a 0 -4-' 3000 toll
-oRClHj,ZTCEL roWl he j 2-DI71, s1'e-ghl b.
Lr
3* I-Od I " -4 - .."' ' �n en1!i.r wr e,,-
5'1, 2 Foir -
0 --L IT'S s1 4-37`^-�.l 1
P &k ?N_
-h.fl b-
zo IT41 re ek.n .411 be Orel.d ;ri 1 erial o,
.,1511 "in ,'i '047r
U r
flievillIaKs LOS ANGI�LES COUNTY
L DISTRICT
FLOODCONTRO
let .... .. 1.
MANHOLE NO. I
E
F
Ld?""
E PLAN, SECTION Af,�!D
DETAIL
SECTION
Ill.10 cDFS 01'6
�w=_4- .- � I-- 1 11--(-7741 w' �"olo'Z
oppl- of I his Point THIS DAIA IVII16 SUIDEPS,
rED 1-7-3.9 _j
SECT11 A -A' oF Tye S.4A5,V0. DA
Z.A 5,7:9 !9W6. 2-P102
W ------ 1-1-i NOTES
,K"���,��i&v,,;e�.r - -------- -- - A ; ,
9 t�o. I C01INEQ
_P_RPIPE�
Uiline pipe .1 the erld .1 the 111T
Dowel'-_ Dowel per 011.11 specifically e.,,d otherwise an the gl. I
% Pipe hall be trimmed to lhl'lte.1 0-1, J ;4111
betm, the placement of the
7-_I
Della, 11 3 :)Oop�j amni sl,,rqlh .1 28 day,.
noot of basin $hall sivile from all '0111 to the
o0let and $hall be 91;1-1 z %feel- II-w1led 1-1 face
hrih_
+
Curvature of the sill and the side wells at lhit 9VIlIr
:z- w1m; sit.11 5, formed by "d farm,.
DQ.cI-- V-0. I� Do 1 Site face of oil I.Pissild --I, hall conlo-, in c,ad,,
Ancho ------ 3a -Anchor color, and Ilpilh to th, 1-1111nit, Of
it Pro posed,cuttl and wall, odlacent to the basin
nt:Viroec:ELAL� I Sid 0.y No Z-DITI I
g\1op $Job- ho. 3 a, NO 4 b."C,d 0 ... ml,d oil the
R.di
gj L sutio.'a, Plan
Ll 'I 'Ieftdi,ll
waits and ri.o,- 4, bir Sld 0-9 1). Z-Dl7Z,
Ewa, "I. Z. 23 1 4. Q2ENS
�Fll in SIQNS
t par 3' rmll.i Cti,b to.', .1 C-Ich bllfr� Opening (L It C.F t if ) shall
n 2 A be I, by Sid Dwg, Na, Z- 0 2, 2-0415 .1
., sh., . a, the a entlal Plot,
Catch Losins for W-10 It's 0;- halt hall.
TOP SLAB STRUCTURAL PLAN depth (il Is, m,"reare, I -�,h .. ,�%ta 1%1%
�h. 141, basin pilil 12 11
-'� I!oer
%IQ t`
W 17t Of and Wi, I'le-el
,S.J Fam, and �glll - 3:;
Per owit 110 2 0156 V, 4'-0 , tiel... otherwise shown,
-Face plait arid cm, : . 6 "
a a � �: V: 44:- n:
-W I, a', go 14. gpon
V -I to a,- a".
."4 b.,l,4 eaq*d 1 10" If V - a,- I " n, mo,
------ 5�STEPS � SIO 0-9 NO Z-0 96, 1
S _V to :ll-o'(Intt, I , piece an, step I' Inch" -b-1 the
1-11-te 1
-D..0 [too, at the basin
V Yet 3'-0* , pla, steps at le-inell Interval, from flit
Dowel-" I' Nal,cll.o Be, o,d ]too, at the basin with the lov sl,o at Q irichl, I-miaminill
L SAIPPO'l 8 below the top .,face at the f-ll st-4
2:1 -step per D-q Nis - , . V.�Iarf`lrs ---
Z-096 cie, 1401. 5 D.q L-05 it,
an. lf Z12 iGELES COUNTY
DETAIL OF DOWEL FLOOD CONTROL DISTRICT
>
- --------- CATCH BASW NO.3
per Dlq ti, 2-1224 ECTION,
PLAN, S
Supersedes drawzng.cfl�e s 6 number Slope 'a d`tT e" ANG DETAILS
[,am .11 4. lion,
'0 y
.9. - ---------- --
REVISIONS
in. J.6
L- - - - - - - - - - I
Subgrolin OP110-01-1
Gill ';ECTION A -A
,a
C W I...
Z. 4. _,r z-? 5,7P. e2 11/i� 2 - Z?1,6"3
4
1101ES
I rej,q, 2 , 1. be 0 al, 13,1e
0 .1 D, .1 q 9, '01 " jh.e III hot .1 f?d
37 Inches
un,C. R, ma" the, 11, pl.rill hall le ... go�,,,.ql pip.
rv. 01,11,C "ed am, ,.,n Fill"- ed
S" sho -W per flat? 12
_III oil trirl
jl,,,k.�l limit. h.11 I to I,
Vp 1,1- At in, el,o ... ha, I In, "Wd. at the % -0
Min - -i lh _ I... P,P, ..0
F and I'
5', U L
to. F1 >
'Ti; 1,...
131 "ll 3-15 - 0
z We
Limit- 6 irlh" 41011-1 .1 the .1 fee
'P., -11 .0h 1-1 main I.e. Pipe 11
Ih, p,e..q hall be e,j,.01 1. PIPC
op,,qq., It, . joint j,, the .1 It I P",
Ill. he 1.m 1 .1 the Iraqi,, p,o,,d, 9 WC111.
I" loot "b". the top at lb . m re lr� - 'he
1_1e 9 the gellifl.
5 The " Meto'cr0 In pipe le'll t4 III F"Iff at on4elloq
fied bins mi. top and Oall floes .1 1 "'
6 1 he '. tire pipe IhIll be ., - - j 5 calfes. re.,
"I"I"a !R h h to, the mos .1 b,.rhao IS,, ".I.
4), ed I I " _g� 11 .. each l;d. 'I Ill.
0", 11. ", 0 0 .1 Pip, . 3 i1ch" m,e".m
CIO41g may he 114d jft tide QPP91111 lateral tollif of- ral'O"'Ited
Vo a, li, -ed O'ac.4 Irr
I hall be o" Z el'.
III' Of Ellefelll� 111-11 Ohl""' 1h
r :ld,r 1,01% %hall be allied to 0 pair' not [ban j d.,IF I,Q.l
D � , In,
7,1ijeegl1h. 1.11 be
-hei,, PLAN 3,QQD pli .1 28 do) lI1FI -1 ellh
r"I'll
0 Naar of hall b, 1. "'179 let it re.rilhlhil: mCh
I Whirl J.-41 all to 2 11 Plcl led will I'll -I
TI'mic,".ng sill$ I Im dep,, that[ ,1,, 1. the t4a, ,. . in, a,1h
�,ml!:C,r; b till no bt,d lel. 401P S-1-CNII -1 In' IQmI
"MAIN k gfr, STOW DRAIN T,, b.,! p Coeq,,, ,.nl Itld reariallih.c, ii,ch 1,
R c e, q� ,W.'I'd 3-10 Oc
eat "W'et
1z W 'e, ".ea El"41me, "s not 'e
q hall r.,l 1 lill I.dI.IIY We'll 1-111 P-PI t' I's m" ba
T'. bar' M.n
0 r qd.qlly, Elev,j,,D, 'S* shall be ho-1 or, orill If 1110-1194. Oed
he lmd 11le'riel glade Im,
st 5*10 OlCh
pl.,tcl an
be aid ..4 �n
.,Wl that INIV-1. I- I.1ch 1'.1m ce"'c",
r b
the lOrwill
--T
I 1, 5, c Pr. "Iles ae el, -leli .1 'I-K" -Dim, hti A-C ?IF- is
c"tj lq! Sil-Cl fill 3, Sid. 0-1 Z
1j,, T01i
a 1..4 let
LOS ANGVLES L:1)'UNTY
FLOOD CONTROL E,' T lql__
SECTION W1 M c.n,,,I, JUNCTION STR,
N 0, Z
A He r
SECTION Z-Z
N 0. Z.Dllz
,
3UrE?ISCDES DRAWX4r OF THE SAME NUMB,1:11 DATED WAY, ',T .1 or i
4,41. -- - e, Z_,? it�) PVIC7. --- - 1"// 4
NOTE�
matr or evii, t,, (zy- ',are on thi3 Pion
I c6 rcR or AfAtitfar.5im rr 3hon tic loco tpdoer centerlino
droin whon dionieler 0, tj 48'orloji. in is,hich co.ie place I borzlzym-
at 45owithcenterhirn ordonrit'd baro
"6. E Cori r 01 N/4 .14. Mien crept/lot iniontlale t)-om_3frxef grade to toporbor
H bar.3 tj le.,3 Nice, P, to � tb-pcj,&Y.31reel orJ',6*ror unparcof 31reet.con, -LI.r
padio, - 10 tv-.5prr I or niorio/ithic ihort a3 ff. r Do had At 5hor( fror any dep it) or n7onleoli? M We
ofer
ALt I j beccwatrucledoi per Detail At When dvntefer 01 ij 46'or /e2,scP,
I J+ , �� � L\X*O'rnax)myg7,,,,
..I.j-'4jbm-,j4 _ orjhorl way be locateedoi per note 2
0 bor3 Xbccoi'l od.1Z ciam llojrorV6/mrfp1Po_-,e:ot,
3"ac 6 'a c to in_,de edge PLAN but.51lallnot be lec.1 thon eabular'w1u0i tZ7"t JI)O"'17 On the.5 Pion
rie bar -orrrla0ho1c (Ring:i and cover not'she wri) 5 p[litropiCitir, 3rr,,L to be incr 2 -0 171, 1 fhairl tbceor concrr to
ric bar unfest; shaivirt of),,2ritwa
1bcctqrt& ..-Cancretet ririg.j 5TE115shollbp 4�'routid.golivnizezilpllotd anchorednot 163.7
F jea I
C__jD3rc_d5trxVh
-if' far I jjVncs,ig ahalroe .4"A715; ci�177l_e be avre tlk7n
6cr
(3ha" no _V?aw?) ITIrbrf'r, ltrmfa �N_,P, --If 2,6'ahove the trivert. 3EL. S?2 D_ V 2-0.96
7- PeN5,.5,PCD1,rCC.QAN0 PlPf fbraccej3 31larf,51,a
Abrlrlarnonleryxj g,-Z-rcr
5tI_ t -E
nver Plontb 2-Dfdl 47? 1 boo., 8- :4Tl0lV5 ot"rrot)t)ole3shopvntyiplinopplyo�r-rn0e��
00alvj "'._Coricrvtertr�
1 7A .7,, o� I . Rcund
.Iferla --------- reduccrPAn%2-DA7l eallges
7e3 19- SODrormcinteole alx�d be pourect in one coritintiou3 ckroflur,
3. d Sid. 0. xR except that a carotrLctoijotti! witho
kn9itudinalkeyntaymay
'd "hesprerginq1telp
'a L
lifininiun? J-C 1`1 11 - 'L"EPM, rcU LOA 10 r
_41,BE irritIrPsliclihaiv the Wicwtogtioluezi
X,Z' unpov6d z tree t3 tinfe.1a otharevi.v ahotyi? on plan
...... . DETAIL M rbr0j,D6'orlc3S 1*J'-6",P-5'
E rj Zee Note 31 D,
Tie bar I -
Lmaybe inct-isedcrlbcctLi-.o(r�7anholezih,ffcdtorneelpir.-eem�-
1713 T'
L�L F
DT------ 5pri line conlin6ed.6'ac
--- ;nlet elevation _2 0 0 BAR5 zlIall 5e 'h rbr 0, -39'cr k,.33. .� (br D,,AZ'fo 04'artcht5lya
applies of thoponnt
7- and 16 for Dz -_90'woer noe b7m �ifofl be 13 boru
's _. *4,16"bc both :,,to a 2 " 13' fl� '0000 0.5 1 at za d0y.3
be ujed wt=l 1.1 4o . f SlG' 14' AM - Centerlin.' of aikf1kpo to irrl,!rmed lrn3ida libco? ofcooect4crITIT
UL-MN Ai -A Go'oroyer JQC ja- line tinfe:ts othernise 3hawn o.c.,fied ly, �jao,, rate Sid Dg 2-0ZI&
1.4- 16, 0 IS Where Pressure Morabok Ab.2 is
L bar.-, 3; D TZ note J� SUPER51EDES OM.NO. 2-DI03
,e &tV 4
CIO'
t _QZ' LO-; ANGELES COUNTY
o'- _ j7ti- FLLIJO CONTROL DISTRICT
17
M 2
10
z 10 171
MANHOLE NO, 2
J010 C AJ*,'19 PLAN. SECTION ea,ND
Z-:;.26" 10. AddeoF note D ETA' . L
11-74 011 Ff C tell
7 04.7 A, 11-9�, 51ep Spacing
18 - tZ4_��l
GracA3 aointj 04
No le 8
TION�-B
B
Z. 4. C. rc"..0 -5 1e2 -Z) W 6. 2 10 ever 9 1/
A In )c
DESCRIPTIO,N OF REVISION DATE APPROVED
CITY OF RANCHO CUCAMONCA
DETAIL SHEET
ARROW ROUTE STOR11vt DRAIN
MASTER 1"LAN LINE 5C
Avt-�ROVED BY DATE
CITY ENGINEER R.C.E. 2 89
DESIGN nG FIRECOIAMENDED
e.-,4. SAexlald L.D. KING INC. 1-6.6 11-7 .
DRAWN E17 N. EUCLID AVENUE SHEET
7-1-6ibel- "T" (7-4) 988-r IP-OF I
CHECKED Cir DRAq:.'.G NO.