HomeMy WebLinkAbout2029-D STORM DRAIN CONSTRUCTION NOTES
P
CONSTRUCTCURB 0 ENING CATCH BASIN PER CITY OF RANCHO
6
CUCAMONGA STD PLAN N4 300. W-7.00'.
O CONSTRUCT MONOLITHIC CONNECTION PER CITY OF RANCHO CUCAMONGA
_ STD. PLAN NO. 308.
Q ��1.8 d _: .�► .__ �w.. fl1 *1 .4-. i__.•_ __..._ ..,__�,: __ ___. _.__•_ __ . ,_ _ ___._ __._ _,_ ____, _.____.v. ___ _w.
62 CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD.
FPS .__ _:,.W ._,__._..... . -.,.� .._. _._ .__ _ _. _,.. ._.. __._ . _ . .. .-. � , _ ... _ __ _-- . . n. PLAN NO 318
_. �• _ CONSTRUCT 18 RCP. D-1500.
64 CONST UCT 2 R C D 1500
' 65 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY OF RANCHO
o CUCAMONGATD. PLA .
S N NO 331
I
O CONCRETE ENCASE EXISTING SEWER PER DETAIL ON SHT. NO. 3.
66
u
.1
,
_..;PRO 10SW-F t _ d
J,
a
,
All 0-
P POp EX 16 W TE TO BE RE
CAM
X,l OQ. _ _6'-fS fl G: . 00 -W -1 -
;....��„ A..... � . ,. .
17.847-
60474 NV T777
A'
1
P PO D _
11 _
12'p WATtR
09 83-TOR _. __..
__._ ._ _._ ..____ __. __.__-_. .�. 7'.61
.TO�_.. .___
r
OMD N
. . - - -
C NC ET;E
T _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - -
_.__
_
_:_• _ ., __ ___ _.� _ 24' DIA. R.C.P. CONCRETE
...... _ .. _,_. ._. .___ _._ _.. _:._. _._.. _._ _ _ _ _ _ _ .. _.
ENCASEMENT
d v +!�. 300
I � . . �;. W . .( - - - - - - - - - - - - - - - - - - - - - - - - - -
�' �., 0 PSI
i N
Zto
CO STR T J 4.2; L COS T f 29. 8 EX. 8
..
_. ._. _ SEWER
1 R. P., D-'500 1 R. .P., D- NS
u:
N -� : , " 5 BARS TERMINATE
2 FROM END OF CONC
r
'
POUR AGAINST
PROFILE SCALE: _ _
_.... ..._. _ . .. _ .._ _.._. _.._. ... _ ... ___. ..._. _ _ __._._._. _ UNDISTURBED EARTH �� MIN
F HORIZ. - i" a 40' 2 CUR
L-0-2*
VERT. - i" = 4• _._.... _ _ w� _. _.- ._. __. _ __..... _ . .. _. _ __..._.. W_ __ _ _ _... _
_�. �. �- �_�.�.� � �- _ �.�. w� � �. �. � .� �. �.� �. � �. :� ��.�_.. �.�.. .� ENCASEMENT DETAIL
10+00 12+00 11 +00 10+00 N.T.S. ss
NOTES:
GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL
TO BE USED FOR BACKFILL AND COMPACTED TO 959:.
CONCRETE ENCASEMENT SHALL BE 3000 PSI CONCRETE
1 •-j ' { "��. k - � ! POURED AGAINST UNDISTURBED EARTH.
• I I:' i f P 3 PARCEL. 4 1 I
PARCB.. 1 f �� f l I P 2 4 :I I - _ 5 1
81 DO A f II I 0 i C 01 DOD �j I ! 1 LENGTH OF CONCRETE ENCASEMENT IS 8 FEET (CENTERED
1 I Ik,l_ I 1 170 12182 f i ..
12130 SANTA MARGARITA CO RT �, , { 121 , . .._.,., , , I AT STORM DRAIN CROSSING).
�,I I I SANTA MARGARITA i SANTA GARITA SANTA MARGARITAI -�' - _ _- _\ Y�14
� fl--- I
_ C4 RL ...._.... __. -�_..._..-- _._ - I CO RT COURT _...
I I 1
�' II � !' I N, 1 I � 1 I� �N I I L..--t7--- a-•t
i O f I .�..,_.... _
�
{ E f t PARCB.. 11
0 81 DO L
V=4.00 60 o- N i { I 66 1 -19063 SANTA ANIT;
W=7.00' 63 -�
�'
te
T�... T. _ __ '". - •_� 1g 1 _-_._.. ? rl.r ? I N,,� 1..L.l. Y: \ oo
1
I I Lr - r ,^ f� r. �? �T� r, [.t -
�, s - _--______ _ _ _ z Q DRC 2004 00209
177-
'
.- t __ a d 1 I jl
N89'48'29'E
1098,78 INV 18 SD I
YsANrA A 1
1097.64 TOP 8 EW � 098.72 1 S=0.00
64 11097.20 - o 0
1- - �. .-�
109900 1 18' SD 62
1097.85 TO 12 WATER
T
1097.53 -
a.-... ._._......_.
�, �•-� I r �',_�_. } r V-4.00' __ '_
6 _•
W=7.00' 60 I CL .L.!._ J X 5s _ _� _:-- 1 _ I f f �
:-., 1.•-=- ! DESCRIPTION OF REVISION DATE
- ::.,, •:� 1T _. _.._._ ___._ -_-.- ;r_�r-_ ----...:.. L-- • I��I � APPROVED
_.__.__.___.._.__..:... ITY
- 63 I I ! _..a i I 0 20 40 80 120
� N �z ! I ; CITY OF RANCHO CUCAMONGA
__--•____.._ i 12 SCALE.1 40
STORM DRAIN PLAN AND PROFILE
Ln
19083 SANTA ANITA
P 1FOR
PARCEL. 3 {i % _ Fe
PARCEL 8
-•- 1 191 _ -
_ SAN ITA _
8LDQ H \ ! / I 12169 ;, - '+.l__..- .- , ��i s�i sero
��. TA MARGARITA � - 1/8/05PM 16539
0 12120 6TH STREET 1// `� �/ - I +' j TA MARGARITA COURT i I r �I
4N I cbuRT ,- -�r__..._ SANTA MARGARITA COURT
1 Ems- 1 �--
fI _ _ BASIS OF BEARING: BENCH MARK: �fE�>r APPROVED BY: DATE
�r / / �r I 1 { " ' - === :== =_== �', CITY ENGINEER / R.C.E. 0. 24953
IT
QO �y DESIGN RM PREPARED BY: RE M DED
U) THE BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY UNE OF CITY OF RANCHO CUCAMONGA 9y CR `��
r B.M. No 1 = z �o THIENES ENGINEERING, INC
PARCEL 2 BEING N 00'14 23 E AS PER PARCEL MAP NO. 15665 CHISEL �X ON RIM OF BELL TELEPHONE * * DRAWN CML ENGINEERING• LAND SURVEYING SHEET
o TELEPHONE MANHOLE R C.EE. N0. 43293 16800 VALLEY VIEW AVENUE
P.M.B. 200 / 93-94, IN THE CITY OF RANCHO CUCAMONGA. RECORDS MANHOE S.E. COR. ARROW ROUTE AND 'P Exp. 3-31-05 Q AC U1 MIRADti CALIFORNIA 90638 3 3
HAVEN AVENUE. y 11,11,14 71405211-481111 FN(714)521-4173 OF
N OF COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. ELEVATION 1,158.287' I' C!1/1�
F f�0 CHECKED C.E. �, 43493 DRAWING
Ln'IT �F C ALS Lo
HIA DATE FILE No. 210-119 —D
N
PROJECT HE N . OF
J