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oo'EOtAL j ; CONTRACTOR SHALL DETERMINE LOCATION
E i ! AND DEPTH OF EXISTING STORM DRAIN AND
A e a T '" " ' ' v m 1 PROVIDE TO ENGINEER TO MAKE PROPER
= a I DETERMINATION OF PIPE GRADES AT POINT
4 O L119 Z o 1 OF CONNECTION
TABLE ' LL i
FAI°Ro AR sli O Z
STATlow
STATION N' M MI, I (� O t
Dt IF N i
an ab STATION PT. I I SOUTHERN CAL 1 F' ORN ] A rD 1 SON,
a b. ell
B T Ie GARS ;js SCALE: 1"=20' I
Imil two41
t
' 0 10 20 40 '
; i
is a 4 u4
4
>s i 40 s f I { I SCALE FEET
W ,
t it who
41 ON 7 V1
T /4 1 WAYS TO
44 g g is Isco 4N•ts0►1 OR
11111 4 wtr r LONGITUDINAL SECTION $ �'
$7 140 V4 SAIRIS
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st 10 /4 I __ + ; 1 W tD
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aw
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Vol) wo 400 90
�is�iaog wll► soh ____. r_. _._ ._ �- I -----J--- T10N 4988'LStEFT) -- 23 1 }` 1TION STRUCTURE_ 19
Ift _ ,/
I L" 4407 TRANS ----- DETERMINED
woRc
t MAt11 LNM ` 1, 0 .--- INVERTS TO BE
Pp 1 ♦ 17 • f
I_
-M_
K4
PRO.1 I
Ste 5+36.67 San Bemardino Avenue 65 LF; S=0.0192
AMERICAN PUWX WOWS ASSOCUIT*N.SOUTHERN MWORWA CHAPTER = Sts 90+58.43 Etiwanda Avenue
TRANSITION STRUCTURE I
FOUND 2" BRASS CAP
; •"` PIPE TO PIPE 340 - 1 ACCEPTED AS NORTHWEST CORNER
•r +e iOR wK,�c w0►Jc� ..-._..�...• VONT,OF: --�
�,�, SECTION 21, T 1 S, R 6 W, SBM
NORTH LINE OF SECTION 21
I / F T 1 S, R 8 W, SBM
ONTARIO
CITY OF ON N W4T3r E --+_ ''�► ..._.,. ._.._._ -_ _. ..._ w_.._.. _ _.- _ �._ _-�-- - - .-_ N-� .._.._. . w,._._.,
CITY OF RANCHO CUCAMONGA _ 7
l 4 --+-
.-- ,k1 SAN BERNARDINO AVENUE
i
4th STREET
SIB 5+38.45 Son slmardln0 A �I. THE NORIZOIITAL ANKE Of CONVERGENCE OR VMW O• SMALL
Ste 90+46.43 Etiwanda Avenue !
NOT EXCEED 5'45'. � � I
PROJECT ' 1
L VALUES FOR A, �C. 0 AND Da�i1tE SHOWN ON TN� I '
DRAWINGS. NEVA ION #110 TION S ARE SH VM WHEN .. _,.
REQU►R B NOTE 10. 1 F"�^t
TO SPRIIIS LINE. �'
S. FLOOR Of STRUCTURE SMALL K STEEL TROWELED �
4. REINFORCEMENT STEL SN ORM TO ASTM A N'J M (A Ste). \� I
SRAOf 300t401 Mb SMALL MINATE 40 nMI tl I/2') pINAL \
NCRETE SURFACES UNLESS OTHERWISE SMOVM LON81?U \ I E
WARS SHALL SE IOM O 450 NMR l43 OR •4 O I8'1 OC OR LESS.
W �` I
I
T INSIDE WALL OF STRUCTURE.
S. ELEVATION TION S
APPLIES A � I s
TIME SMALL K POURED IN ONE CONTINUOUS
I
TI
TRUC
1 ON
TRANS M
S. Y T E
TR
ACTOR SMAL
HAVE ,
OPERATION, �XCEPT THAT THE CON `
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
C� I 1
ONGITUOINAL KEYWAY. - .
L AT THE OPTION
�f 1`� � Z � f
MAY K INCREASED M i
STRUCTURE ti \
t
7. THE LENBTN OF
THE s ,
Of TH€-CONTRACTOR TQ MEET RSP USINti OL&& u
LONGITUDINAL AND BOTTOM REI OR MEN 17 ENE Ad PORTION
OF SAME DIAMETER AND SPACING AS SPEC \ ttt 1 t p
ANY CHANGE IN THE LOCATION Of SPUR MUST BE AP PROYEO BY THE II b i h `r SEE SHEET 10 01 13 FOR
ENGINEER.
1 \
S. EI�EDMENT P SMALL BE Af SPECIFIfD IN THE TABLE.
uNLE
ss
,, DETAIL OF STORM DRAIN
OTHERWISE SHOWN ON TH PROJEC DRAWINGS. ' - AT THIS CURB RETURN
oat TTEO. I '
IREo.
Aass
ARS SHALL
K ^,s
REO
u
1 NO
SPUR ,
B. WHEN THERE s
10. WNEN ELEVATION R AND ELEVATION S ARE NOT SNOMN ON PROJECT ; L Q Z iI
DRAWINGS. i T PIPE SMALL ENTERMAIN' LR 1Al.tLY'- _WH S `�
Y [LES
IN LINE 0
Pi EN
s MASMALLi ,
I
T PE ?
NLE
IPE
SMALL BE SHOWN ON PROJECT DRAWINGS, AND INLET :� 1
A•0 ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN 0 I
L
MO
K s
M
R SHALL _
OR GRADE BREAK IN ONLY
LINE. ELEVATION EE ��[[
LINE FOR RAWiFUTUCISA,�TRUCTION OF81MSlETOPI0E�R0YIDE0 IN MAIM '
p, MAXIMUM COVER ASOVE THIS STRUCTURE *"ALL STRUCTURE'Sa QW))(
IF THE COYER XCEEDS 7.5 IN 15 ) t DON TFIE PROJECT ORA1Ittj
Y COYER AND BETA LE F� ZQ 4
. OES18NE0 FOR TME
1 1 I to I I
it. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND EMSLiSN kI11ITS i W I
ARE NOT EEXACT EOVAL VALUES. If METRIC VALUES ARE USE * Ef
VALUES USEp FOR CONSTRUCTION SMALL BE METRIC VALUES X T
11 INFORCINC $AR SIZES IN EMOLISM UNITS MAT SE SUBSTITUTED FOR ` _
2TRIC BAR
RUCZES. IF ENGLISH
EUNITS
ARE
USED. ALL VALUES USED Ut � r i
FOR Iz �
S (J' UT ;- ET C rAL 1 F' Cf'� N J r'1 r 1 SD �1
CONSTRUCTION ITEMS {i ° t '
I
17 INSTALL 24-INCH RCP STORM DRAIN, 1350-D LOADING
C 19 CONSTRUCT TRANSITION STRUCTURE PER STANDARD PLAN 340-1 OF THE j
ASSOCIATION.SOtlTFlERN CALJFOR!'M gd1P1ER aTk,QUIloruw STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION - SEE DETAIL HEREON
At'AN PUS>LIC yVtMlCS jij I 1 I N RUG URE 340 1 A=900 ; C= 1.0' ' 1
sNe�><or: } � I
PIPE TO PIPE _
23 CONSTRUCT JUNCTION STRUCTURE PER STANDARD PLAN 333-1 OF THE
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
A=90° ; C =2.0'
CITY OF RANCHO CUCAMONGA
RECQ NDED BY APPROVED BY
DATE CITY G NE DATE
PLANS PREPARED UNDER SUPERVISION OF: FIELD BOOK NOTES COUNTY OF SAN BERNARDINO W.O No.
Underground Service Alert QROfESSlpNq� CONSTRUCTION BENCHMARK BENCHMARK 10-35-92 SBD STREET IMPROVEMENT PLANS
DEPARTMENT OF PUBLIC WORKS
vO�FORE yoG �yc Associated Engineers APPROVED BY
LOCATION: LOCATION: DESIGNED BY DRAWN L CHECKED Bl( KAISER COMMERCE CENTER ROAD No.
U c C� TSL FREE � SRT �. 0Th BRASS DISK,TOP OF CONCRETE SUPPORT 3311 E. SHELBY STREET J.BERKELEY J.BERKELEY R.OTTE;1�(�
� No. 44 120 POST FOR SW LEG OF HIGH VOLTAGE TOWER ONTARIO, CALIFORNIA 91764
1 -800 TEL. (909) 980- 2 SUBMITTED BY C D E.
SAN BERNARDINO / ETIWANDA FILE No.
�+It �` Exp.06-30-05 4 5113 MIRA LOMA-PADUA,WO I-10 E,E/O ETIWANDA
AVENUE, 10-R NE/O RNV FENCE AND VM OFF FAX: (909 1 91 ASST.DIRECTOR OF TRANSPORTATION DATE
227-2600 ��l 1 V' RAMP,3-R ABOVE GROUND RECOMA�E ED APRROVED BY SHEET Of
STORM DRAINCONNECTIONS
F OF CA�.�� )D •Zf 0
TWO WORKING DAYS BEFORE YOU DIG ELEVATION: ELEVATION: 1012.039 R.C.E. No. 44120 (Exp.08-30-05) DATE MARK APPR DATE LAND DEVELOPMENT ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE C.U.P. / W129-97 9
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