HomeMy WebLinkAbout406 „ inti,' V
i
I
I
i
I ; I
1
:
i
I
t
i
I I 1
I
w
:
t
i
!
I
I
I
1 :
C 1
y i
I I
J 1 ,
I
; I ,
i
O 1
o
I
II
I �b �
i
,
w ' uNo oP a e b
I
I
I
ii
I O ;
Set Chit N.Cyrab &.,A10
to
nc Sfii�
m
1
he
/Fb t v
/NEC and
v ,
r d 1
/7 ry
i 1
.N f 4n I
� 1 i
I
ctr/aG// S�YLaI! I
:
i
i
'
Cd ✓ i
I
b i
•
h
I
V
i
co I , i
O 1
-110 r'
t :
t
i
1
I .c`
o I
Io
i
I
1r1
1
:
;
f I
. l 1 e. ., x .1 _ _ _ , _ + . : • - - a 1 _ L . _...._ ,_._ -T _- _ .—_ _ _._ I
i
;
I
J
185, Go
- ,
� � I v a
-
..j E 1 d. , i I J ,_ � i i , -_.� J ! ii i F F .l ! _. i � 'V _ s .` j _. 1 I. { i i i _
i D
i
I
J 1 i a
I
1 1
Q
I
t,
! I i
_ k
i J
I i i E 1
I
i
i
i•
N
r
i
r :
i
X \
8 6
y {
f
l x ,
Q6L
N
i
3
I !
i
i
I
i I
i I v .i / I
I w
;
r t QO
!
b
Ta o ma
x
h L 1
1
4 I
I I
ON
I
:
i I
P ,
I
1
9De , i f 1 f � ! F 1 i x } � i 4 1 � l - � 0
j V
i ,t u I
N
l
I
i
r
{ I I
I _ i
1 ,
,
I i
:
0 4845 3
18 5 ® �` - 865 -
i D' I �I { 1`(� y/ L. X%3� C/5ohi7e/ L
1 iJ
ADa
i 1 m i
i
i
i
i:
I 1 MM }
a i
V I
�1 i
1 1 I
1 \
p
do
v •.4 c0 fill I
N 1 8
I AD a
go
h h A
r/ t
. i
:
I
I
I
1 ti i L
S I , r i
1 � \ O•
1
i
V
i
I
I I II
1
y
x
yr
I i ; / �.
O e vr�a C e p � n jan �I v
,• ,
M
I
/ i.
i � 1
i
, 1
b• 'S
+
�nrd:H r+r'td fd1
I
-
1 I / f F 1 tr i �
nlS�rc�.•►�.r 3 cif
;
\ 7f C
Wa e
v .f e
e
h O
t r
o►
o B
i
Y
:
,
:
1815 _ + -
:
Te Fv�`vr� Ra frvc fiGq.
:
,
,
a + � L J 1 !
d
X I
d
�B
R
J 1 � ,
i i I I
4040 1
1 1
7 - /
T B
r
I
n vcf
0
I I
i1
i
i
G'
N
-
i 1
-
' I O
n ed�t B 1
Abe J' O her
s
I
;
i
I ,
:
I ,
i
I
I
I
, 1
b
1 :
k 1 i
I I i
I i
,
n
I !
I
1
1
1 I I i 1 i i i I
I
•
,
I
:
16)
•
0 e
I
;
4
I
i
i
,
i
:
I
,
,
:
i
i s I
i
� S, Ilk
1
I
,
r I
M.
I i
I i
1 I
T t
I
( I
l i t 1 I
i 1 I
i
I '
x
t 8 b5 1 1 1845
0 I 2 3 4 5 6 7 8 9 10
L � C��eL /m . ��//
c
c Q Curve Z be
` Q CUiYe4L,,7,* Stn 8f 73.88 E c L - f1 /
Exfstirx� Ti�sp�ea/rJbl
y _?o'000'51019'00'00Qirf Road nne/
V� N/LLS/Of Rl.
t x R= 300 � � R = 470 ' '
• E sco/e /I ¢0 ' CoNsT�vcr/ow arBs L= /78.02' . a „ - = /55.86' 9 '
h
o
o t/VD a 3, T:= 9/7,? h k 7- — 78 65
Q G orr�tr-uc t x6 (�
'1?GB C?iMV-t Y',G7r�ert��►-cvhS2ms.S /y0 B
C 8 ti a C
V ` �x E 2 Gondtr-t,�t 7-,wogzoido/ Cl rrr�/ per SBG�C1� �� 11/0. /9.2-iE i� A `+t. , ' / ,,. Z m� 8 FFChfAMA0 De
c •b 3 Gonsfr�f Tr».,s�Yiort 5truc�ure pl�/�• o%tfaiL ,theet2 of_� J to Sfa. 153.02 1'C.C. W
I GorssfruCt Curb +1 Gu7'y�r pt.r• G•�Y of it?Ccicomon90 fid. No.3D� C � � a e �d Trxar,�si�`son � .1 /;` Q ��� � .
it Cor Grt o �?Ccicornon a • � No.309
y
Germs. a:ro(e�,.o/k ,>Ow 9
57,�►•s�s D�siir �o
'0 fon trvcf Chain CinK Fence and Qvtes e� sBCf'c0 .Std. /Vo. /5/-Q 0
� q o�y c � C / G,e pia�d ins
a v W/L 50/0 AY6.
7 Cons true f Under S W Drain 7 e.Il er Cit Pt� C'vc erman o Std- No.5022 a e �. 2 1'�xr - Cyst.
v o tA',c” yP P y 9 Zlc C► o r v 71/8.02
I V 8 Conservct C'o/7cr-efe Paved S/o a w/1h 6x6 /oGov e W F o •e V $ / aaeo'x'•o Q
o • V i P W . . 0 0 Ind/�'d /in / �
\ •a h ,� 9 •o i� i sic.o Zm>+ v R �
�� , '�• �' •i .p �' 9 /Qer»ove and�QecamsErucf,Exist. ehala Zl;?t• Fence oma/ 6'ates. o 'g�0 �� , .!� u Gem7iz�nsi ion. 9 Sa '�r� v
VNew
Q r t •� U Q V k 0 ns tall Ga•
\ Cu/V er,f To Br O x r h . 1, - //-Doub/e 7.S' a. 8 LV / 1
• 0 t U �, v )% ( Ez / W
I I % + - CVC Tis i /Qr�
\ \ Cons truc ted 4'�,� o �; U ! Eu /
Of �� � a 13 0 � � `. m u c � ° � I� fX�. ��� j✓ � d;�,j �-s ��.� 6/�) E�4/Vi',4N
\\ \� hers c h k l �. to B/oCA k/o// h •t
•w
-- 11 T S Z 6 r T Z♦"f3. T� ' S_ .__. Co . *6// 0 (0 . I Q� hB/a;/ / Q � �41 ZExi3t.61ote
5
'
—_VcIA/ rYAWP
I .
E.Yisf 'r/3'
4"G- — \�_ .�, $ _ ' �_ , -- 4
22 G -----
Br-lege r - + f - . - { - -- __ - Ccrr e/ian_Stree -
- t /6 /6 Ci/ Wa ofl To I7 /a T N O•/S'22 4 -=-
8
.E8W (— — —— — - -- -- T7 - - A//o w For Ncuv
el W _._
- -- - ---- — 4 G t a e �. p Ile
-- -- l- — - - - - -- - -4 G --
„ -� acs in o e �
f-r � 12 W `�"-;r�- n w -'-o--w � C�1 � RC(o t d B t w w 12" W
-- - -- �' _f --- x�st 1✓AC _
S'Ik�o%/7�/xC r---r i r
B/oc.4/1r/a�// 1 �l EuC rs 1r«3 / P' ,� 0 ,Q ; DATE APPROVED
DESCRIPTION OF REVISION
1 , fat's rreL-s Xl_m5 0 �i
v � � �, a � 1b � B/ocrk t✓a// � � , � a'
thv *. �� o CITY OF RANCHO CUCAMONGA
OL ' I �` Qom• 1 `� 8/ocKWa// 10 7abht M � V I1 �� U
C \ `� °'�• ' ��� �' PLAN AND PROFILE
V) ic Ilk-
�. Q a h `� `�`� k �' a co CARNELIAN STORM DRAIN
T I I
Wes RIXI 0 '� Q fEasf �P//V K/cs f �P/1V � II C�
rl � 11 � I�
- -� Const New Cvib(3ta/Sfd/.50To /7*5730) BETWEEN DEMENS CHANNEL AND 9*00 NORTH
\ Cons t. Alew S/W (.Sto./4+20.00 To 17*57.30,
Ex i,3 ti n
! 1 , , / i . . Bloc% Y
Wo//
.01
�_j1 /o z2 22 .a 4 22 /25 APPROVED BDATE
0.4A.2 ' ��• s/w � ,-23 Cr�-oanal
CITY ENGINEE R.C.E. 23889
\ \ I 6. Z p•2¢ ,Q•Q DESIGN LDdM RECOMMENDED
Tom-.• 7 O.3'A.C. 2 1. _ _
ss ?. 4�1 - 3
\•� � ExistCrirb�`Gufterx4sI�•:': . —� �"�1 �` �• -- L.D. KING INC.
Exist. C�.b�`Gc.lfer" �^ ,. _. 1 DRAWN 517 N. EUCLID AVENUE SHEET
� �►:•- - •:.j
\ _J
>r _ ONTARIO, CALIF. 14) 988-549
� /1/ / C-q NEL/ L7. Sch�».df
CA,P EL A/V ST.' 3 p OF 4
Tl'�/CAL SECT/o/V F,POr/ ST,9/ot4t/jb 51.1//100 E-ist CvrbfOuHe♦ BRANCH MANAGER j RCE 14326 AT
CHECKED c7 DRAWING N0.
Fr,
N.T.s. Exis�i0, C'orrc. Povin9 TYA/G'.4L 5Fc^T/ON F,QOM .5TA.1/�04Ta STA./7r 57.3 G i�c�c fi/ �1��2 3 1a O
�To Be Renroved� N77-5. PROJECT ENGINEER RC 21062 DATE
/35-/8
Ca,70rve Trtsoeaoidbl Cfxanne/ _
yL�adsrds// /•Co.� T.w. pgr SB.c"FC-p. Sib' dwo. /92-E
0
a
ft. S=0.0525 h • •
Rein/orc ea/ CC n c ret a �mnsifio� �7
S,00ri-Ba T
eFG',pC.B. a=o,p7eea 04 -Total /0
�.
• •
NS7,w 5 -p O7Ltse
r g:0.05286
C 110'r Wo// see de*i/ • •
/n vert
�•Xisi Taperoio%/
!3' Tidr�silien Ch4n/�e/
Cansfrvcf 8 x�',Q C.B. Cts/vee t per
Cca/frcrns ,sfd- ND80 001,083 • •
SECTION_ A • A *4@ /e "ctr.
{Xor� 6/ope of tron�ition rrlr//
fJeDn9 ✓ertica/ �O /� :/ • •
(T/•pica/ both sio'c5)
DETAIL 3
8 -
Not to Sc a/e
Cons ti-vc� d'x 6'/Q C.B. Cu/ver t/o er
Ca/ti-arts Std. ND 80 st /VD83 •h
-a%��,pc.s A
Chenn�/ I ^ -�— Firow
Consf Tnsperoido/ Cfn��e - _ - Cont r+aCfoe is 1610 sore cut MX/Sleirn9 Cenerr±tle o-+01 o,roid
Guffin9 c3risfi�9 /on9ifudi�o/re/nfo�-cer»e�t.f�rist re in fcarce�»C�
I to exic'mo( Q of 3b"frGfi tfre /iir?ir o f the Gu>< .
_-- — — — — — — — — — —— f/ti�tin9 reinforGgrr�enZ �{►o// be spbcead to'eetlrGi' N'lih 'Meta/
^T i /B/tet forcing�16�e/ 771-101-to R/oC e l"017t o�CanCr�fg ,
I h
I
I
o •
D:5 Tiz�nslfiors ,Begin Chanxl Socfion Exist. Channel _'Reclil" CONSTRuGT G' &WA/N Gr^trt FIRAMS
FicctrGE e}CrS f. laA72:s
h
� WE-57 R,/K/
3`M!� t'c1 t CAIZti(EG�4N ST; CAST.
MEtrd�!
,EX�ansior� ��� �• IS Yorks
NJateria/ � � GQ.�tE
/6 ~both wa
. �����\\ a�l 0.t�t pec. 4 • l
r77
/////=Vii,
. 4f..'
166" PAVEV //j a°s� CUT- OFA WALL „AIR PLACED
CONI t
SLOPE' F CENTEP11v1NeS.
W16
�' • #4� ll~ ,-(o/10 GAUGE .W. CENTER*4*
'
�� 11a�"iGS h V41'ieS
� ">PHs QTc o tit
2rm ucxva-e
-o;
10 l_ ///- •.%/fes /
DETAIL 2 CUT— OFF WALL DETAIL /C'* 10•1. z2'= zs• t t
A/02` fa scale
SECTION 1 - 1
IV
lV o�- To SC-AC-6
# 77%4
DESCRIPTION OF REVISION DATE APPROVED
Ik
o i I • 0„9;,701 CITY OF RANCHO CUCAMONGA
77
Ground Sv�foee
, . ,40/2f :111111/ fi%ilii;. ..�:;��i DETAILS
ii/ ii
Re%nforcemCn t /�to R.C,8• �0 �7r4@/? '
o+ \`�,\\\ • .\ CARNELIAN STORM DRAIN
Sides and MverfDe�cx�/�
r o q _ I` U�c/assi ed
�' Existinf �� N, ^ �T
/ ” 'e :a.a'.'. ••:o•:- 't.: . .•, °. C'hanne - —/% — � 'z-� ,EXCo•va f'ioq
— _ _ _ 4,;7 BETWEEN DEMENS CHANNEL AND 9+00 NORTH
°.�. . . b !/nc/Cssif/eRe d
#4@/.2"(Typ.� /n'force�„ent for• T ansi>fiorl W!?/1
/V N
Tiopero/alo/ Cha'-7'-v17APPROVED BY DATE S'/
� 0&'O@ -,01--4L9/2 "�ro.n Transifio� /�rerf y,�,• s.acFGo std, o,v9, i9Z-1' CITY ENGINEE - R.C.E. 23889
Re-bars, see ,� NOTL:�xfend LOn i tudino/ Bar
De_ coil 3 Reinforcement 'Beyond Be9innin9 DESIGN RECOMMENDED
ofRC.B. To 7-,'c /7to Future 6'MB' L
'' R.�'B. Consfruc tion.
)dm
TYPICAL CHANNEL__ SECTION L.D. KING INC.
all — / ; -- DRAWN 517 N. EUCLID AVENUE SHEET
ONTARIO, CALIF. (714) 988-5492 ,2 OF '¢
DETAIL I (HE _SECTION B—B � 'SAN � '3
_ -
�r CGL//i^On5 5ZQ(. 1'10n 0434•-.3 _ca/m / z SCq/g / 3 CHECKED H MANAGER ACE- 14326 DATE DRAWING NO.
„__ t(`/c.� �yf'��_fig• ��'I�� 3�� 1-5'/ 4
PROJ�ENGINEER RCE 2106 DA E
T
SPAN 4 5 6 T 8
HEIGHT 2 3 4 2 3 4 S 3 4 S 6 3 4 5 6 T 4 3 6 7 S To occampOW plana dbtsd
TOTIL
STRICT T E �st Wes-Totof Pro ct E
Maximum Earth Cover 10 20 10 201 10 20 10 20 10 20 10 120 10 120 10 120 10 120 10 20 10 120 . 10 20 10 120 10 J 20 10 120 . 10 20 10 20 10 20 10 20 10 20 10 20
Roof Ti " 7 7 7 7 1 7 7 71/2 7y2 71/2 71/2 71/2 71/2 7i/2 71/2. 8 8 8 8 8 8 8 8 8 9 8 9 8 9 8V2 9 81/2 8 /2 91/2 81/2 91/2. 81/2 10 8. 1/2 10 81/2 10
_ _
Walls T2 6 6 6 6 6 61/2 6 6 6 6 6 7 61/2 T 1/2 6 6 6 7 6.1/2. 71/2 7 81/2 6 6 6 7 6 I/2 71/2 7 81/� 8 91/2 6 7 6 V2 71 7 81/2 8 9 /2 8�rt 10
V Invert T3 6 6 6 6 6 61/2 61/2 7 6 / 7 61/21 7 61/2 7 7 $ 7 $ 7 $ 7 8 $ 9 8 9 8 9 8 9 8 9 8 91/2 8 10 8 10 1 8 10 8 ' 10 CHIEF ENGINEER - PLANNING BRANCH
Spacing 7 7 7 7 7 7 8 /2 6 81/2 51/ 81/2151/2 8 ,�2 5 /2 7 5 71/21 5 7 IA2 , 5 71/ 4U2 61/2 5 61/2- 41/2 61/2 51/2 61/2 51/2 61/2 51/ 6 5 6 5 6 4V2 6 5 6 4 REGISTERED CIVIL ENGINEER No. 9013
C
C "aIT" Size Bar 6 6 6 6 6 6 7 6 7 6 7 6 7 6 - 7 6 T 6 T 6 7 6 T 6 7 6 7 T 7 T 7 7 7 7 7 7 7 7 7 7 7 T
oC • Size Bar 4 4 4 5 5 6 4 4 4 4 5 5 6 6 4 4 5 5 6 6 T 6 4 4 5 6 6 6 7 T 7 5 5 5 6 6 6 6 7 7 T "d " ban for earth covers of 2' and less DAT October 14, 1977
1 11LoConcrete CF/LF 7. 417.418.418.4 9.4 10. 1 8.9 9. 2 10.0 10.2 11.0 12.0 12.5 I3.7 11 .7 12.3 12.7 14.2 14.2 15.9 15.9 18.3 13.7 14.9 14.6. 16_. 8 16. 1 18. 5 18. 1 21.0 20.7 23. 16.4 19. 17.9 21. 1 19.5 24. 1 22.126. 24.1 30.1 Spon 4' 5' 6' 7' 8' 10' 12' 14
Reinforcement lbs LF 148148 150 155 158 1 67158 160 158 168 167 181 82 105 70 81 82 96 97 11240112411481 94 ,94 105 118 121 147 130 177 160 192 123 151 131 171 137 198 160 215 192 25 Number 5 6 T 8 9 10 12 1 16
I
SPAN 1012 14 _
HEIGHT 5 6 7 8 9 10 6 7 8 9 10 II 12 7 81 9 10 II 12 13 14
Maximum Earth Cover ' 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20110 20 10 20 10 20 10 20 10 20 10 20
• u Roof T I " 8 10 '2 8 101/2- 8 101/2 8 IOV?_ 8 10/2 8 /� 11 81/7- 112 81/2 12 81/2 12 8 /2 12 8T/2 12 9l/2 12 9 /2 12 ' 91/2 14 91/2 14 91/2 _F4-91/2 14 10 14 10 14 10 /2 14 11 14 - -
o T2 8 8 8 9 g 9 8 1 8 /2 111/ 9 /2 12 /2 8 10 8 /2 I O/2 81/2 10/� 8 / I I /2 9 12 10 213 2 1 1 2 1 5 9 I I 9 2 1 1 /2 9 / I I 10 12 101/2 1 4 I I /2 1 5 12 / 16 1 3 17
01 Invert T3 8 11 1 8 11 1 . 8 11 1 8 11 1 8 11 181/2 11 81/2 12 V21 9 12 IA21 9 121/ 9 12 It 9 12 It2 9 / 13 101 13 10 14 Az 10 14/ I 0 141/2 10 14 2 10'/2141/ 1
_2 10 � 15 1 11 15 I I I/2 15
Spacing 13 12 12 12 1 11 II 10 11 1 II 10 II 10 9 10 9 10 9 10 8 10 8 10 10 9 9 8 10 9 10 9 io a 10 10 8 8 10 10 10 10 9
a Sit• Bar # 6 7 6 7 6 7 6 7 6 1 6 6 6 6 7 6 7 6 1 7 6 1 7 6 1 7 6 6 6 6 7 7 7 T 7 T 7 7 7 7 6 7 6 7 6 7 Invert Elevation
Siz• Bar # 6 7 6 1 7 6 7 6 7 6 6 7 1 7 6 7 1 6 7 6 7 6 1 7 6 7 7 7 1 6 7 6 7 1 7 7 1 7 T 1 7 7 1 7 7 1 6 8 7 8 7 8
E "b« Dimension B 2- II 2- 11 2- 11 3-0 2- 11 3-9 2-1 1 3-9 -1I 3- 9 2-1 13-9 3- 1 3-2 3-9 3-9 3-9 3-9 3-7 3-9 3-7 4-4 3-7 4-4 4-4 4-4 2-9 4-2 3-4 4-4 3-4 4-6 3-4 4-6 3-6 4-6 3-6 4-6 3-6 4-6 4.9 6-0 Slope 4811
Dimension BSI' ' -610 5.0 -I 5-0 4-I 5-0 4-10 5-0 4-10 5-0 4-714-7 6-0 5-10 6-2 6- 7 6-2 6- 7 4-114-11 4-II 4-11 4-11 4- 11 4-4 4-4 6- 5 7-0 7-0 8-4 7-0 8-4 6-0 6-0 6-0 6-0 6-0 6-0 5 -0 6-0 4-6 6-0
C
«c" Size Bar & , 7 6 7 6 7 6 7 7 7 7 7 6 7 6 7 6 7 6 7 6 7 7 7 7 7 7 7 7 7 T T 7 7 7 7 7 8 8 8 8 8 t~
- Dimension - 4 3-4 7-4 4- 8 7-7 4-8 8-2 4-8 7-7 4-8 7- 7 4-814-4 3-7 8-1 5-7 8-1 5-7 8-1 5-7 8 -1 5-7 8- 1 5-7 8- 1 5-7 4-0 4-2 6-9 6-9 5-I 5-I 6-0 6-4 8-11 6-48-11 6-4 8-11 6-4 8-116-4
•
Size Bar # 4 4 4 4 4 4 4 4 4 4 5 5 4 4 4 4 4 4 4 4 4 4 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 5 6 6 6 6 SLOPED INVERT
Concrete CF/LF I. 2 6.8 23.0 29.5 24. 31.0 25. 34. 1 27.8 37. 7 32. 142.3 26. 37.7 29. 40.1 30. 4 t.9 32.2 45.4J34.5 49. 40.7 54. 45. 59.9 36. 51.0 37. 8 53.1 39.5 54.9 41.9 58.7 45.9 64.1 49.9 69.5 55. 75. 61.6 81.3
RoInforcement lbs/LF 191 267 233 285 26 325 300 339 314 327 36 373 295 362 35 409 365 420 402 413 415 42 44 71 468 534 374 471 44 522 446 587 449 580 492 596 537 605 564 634 604 759
For exposed top, provide
404 M 18 each way (2' lap with Spon, S
"c"bars ) and adjust quantities "C"
45 dia. lop "8•
"c"1 bars "b"J bars - - - - - -
I
" " Slope 61 Slope 4 =1�
01 a bars •
F 6« ' b bora "c " bars •0 Invert Elevation Invert Elevation InvertElevation
_a _ - S/4 RCB aS/ S/3
I `• ~ "o" bars 3/4"min Fillets "a" bars
L " Optional Const. Jt. II Omin. �illets • • �-
Opticxrot Const. Jt. 04 "d« bars 0. 25 S I I -� m
r -- # « I I "FLAT INVERT" "V INVERT" "TRAPEZOIDAL INVERT"
Provide paving notch O I 0. 25 S 4 d bars Spacin
when top Is exposed I or 04 t IS max . � bars
.�---I I
for cover over 2 1 ALTERNATIVE INVERTS
end- when pavement 04 Spacing
Is P.C.C. and adjust �� « « 4,tot.3
quantities I � 1 • hors �'4 7 e 18
i- ROOF SECTION GENERAL NOTES
#4 C 81e J_ R C a 18mox. SPANS 10' THRU 14' For boxes with Span or Height less than an of those shown In table
« Invert similar p • g •y '
N102 1. T . 2"C1. use next greater size box concrete dimensions and reinforcement.
(Ty p ) Make necessary changes in bar lengths and quantities.
Alternative
Const. jt. const. It. R B Alternative Quantities are approximate and for design purposes only.
const. jt.
"a" bars m For boxes with Span or Height or cover greater than those shown in
3 s tables, a special design is required .
"a « b ors const. It. •
10 " b" bars
r~•
c
04 04 (t 18 max. / m �4 C �
r~ • •
T yt S on � " B "
7,
HCH
(n "C" bars
TYPICAL SECTION-SPANS 41THRU 8 ' 1/2 Spon T2
NOTE : USE 3" CLEARANCE ON "V" TYPICAL SECTION-SPANS 10' THRU 14' "e" bars
INVERT" REINFORCEMENT.
WALL SECTION
SPANS 10' THRU 14'
SPECIAL DETAILS
Dw1; . No. q06
SINGLE 60X CULVERT Sheet3of4
CITY OF RANCHO CUCAMONGA
• CARNELIAN ST. STORM DRAIN ND 80
, 4r
DESIGN NOTES GENERAL NOTES
SPECIFICATIONS: DESIGNATION: DATE October 14, 1977 To occaraw Pkm ab tf
A.A.S.H.T.O. DATED 1973 WITH IN RIM REVISIONS AND AS SUPPLEMENTED STANDARD SINGLE OR MULTIPLE BOX CULVERTS ARE SHOWN STRICT 14TYPOUTElp,stM,les-Total Protect SWET TDTKL
BY BRIDGE PLANNING AND DESIGN MANUAL. ON PLANS AS SPAN TIMES HEIGHT WITH MAXIMUM COVER OVER ROOF Length of culvert Length of culvert
THUS: 8 x 5 RCB WITH 10 ' OR DBL 10 x 5 RCB WITH 201,
SECTIONS ARE DESIGNED FOR CULVERTS WHERE FOUNDATIONS WILL SUPPORT FOLLOWED BY ALTERNATIVES.
THE SOIL PRESSURES SHOWN FOR FILL HEIGHTS, TO 20 ' MAXIMUM. ALTERNATIVES: CHIEF ENGINEER - PLANNING BRANCH
- " "
EARTH COVER IS ASSUMED TO BE UNIFORM. SINGLE CELL: INVERT WILL BE SLOPED UNLESS "TRAPEZOIDAL INVERT", dOr longitudinal bora REGISTERED CIVIL ENGINEER N0. 9013
FOR VARIABLE TRANSVERSE COVER HEIGHTS, A SPECIAL DESIGN IS REQUIRED. "FLAT INVERT" OR "V INVERT" IS INCLUDED IN DESIGNATION. (, 1, 0" Moin reinf. transverse
LOAD FACTORS: 1.5 D + 1.5 E + 2.5 (L+I) MULTIPLE CELL: INVERT WILL BE VEE UNLESS "FLAT INVERT" IS SPECIFIED. W4bar
WHERE D = DEAD LOAD ENDS OF CULVERT WILL BE ROUNDED UNLESS "SQUARE ENDS" ARE #4 Hoops*12 #4 E)HoopsG12 "p" bars tot.3
E = EARTH LOAD DESIGNATED. -
L LIVE LOAD h= S
I = IMPACT PARAPETS WILL BE AS SHOWN UNLESS DESIGNATED IN PLANS. SUCH 2 3" (For Spon �8')
CAPACITY REDUCTION FACTOR 1.0 DESIGNATIONS MAY BE DIFFERENT FOR INLET AND OUTLET ENDS. "p"bars tot.3 — - - -- R
\ 4" (For Span > 8
QUANTITIES ARE FOR THE SLOPED OR VEE INVERT AND DO NOT INCLUDE _ --- RN - -
LOADING: "d" BARS, NOR SPLICES IN LONGITUDINAL BARS, NOR TEMPERATURE R= 6" �'p"bars tot.3 � Normal to parapet
LIVE LOAD:
REINFORCEMENT FOR EXPOSED ROOF, NOR CONCRETE OR REINFORCEMENT 46
Interior Wall
HS20 FOR PARAPETS, CUTOFF WALLS OR PAVING NOTCHES. (MUItIple Spon)
Wall kmer Wall
' ROOF: 30% IMPACT UP TO 3 ' COVER, NO IMPACT ABOVE 3 ' COVER REINFORCEMENT PLACEMENT:
WALLS: PO SURCHARGE
INVERT: NO IMPACT MAIN REINFORCEMENT IS TO BE PLACED TRANSVERSE OR, FOR
CURVED CULVERTS, RADIAL. WHEN RADIAL, REINFORCING Single Span 7 Muliple Span
UP TO 2 ' COVER SPACING IS MEASURED ALONG THE Q.
WHEEL LOAD DISTRIBUTION ON THE ROOF ISE = 4 ' + .06S, LONGITUDINALLY SPECIAL REINFORCEMENT COVERAGE:
PART SECTION PART PLAN-SKEWED
AND IS CONCENTRATED TRANSVERSELY. WHEEL LOAD DISTRIBUTIOM ON THE BOX STANDARD PLANS ARE NOT TO BE USED FOR CULVERTS Sr-Clear Span
INVERT IS 7 ' LONGITUDINALLY AND UNIFORM OVER THE WIDTH OF THE IN A CORROSIVE ENVIRONMENT OR WHERE THERE IS A SEVERE
CULVERT. TRAFFIC IS ANALYSED PARALLEL TO THE MAIN (TRANSVERSE) REINFORCEMENT.. ABRASIVE FLOW CONDITION. PARAPET DETAIL
OVER 2 ' COVER • SPECIAL DESIGN: Parapet "P" Bars Place a I/2" expansion joint Cover Slab
EL LOADS DISTRIBUTED UNIFORMLY OVER A SQUARE THE SIDES OF WHICH
p j _ 4t8 max.
ARE 1.75 TIMES THE DEPTH OF COVER, BUT NOT LESS LONGITUDINALLY THAN REQUIRED FOR CULVERTS WITH CONDITIONS, LOADS OR SIZES Skew O� I6• 3I• Q maximum of 2 times 2' 0" 2'-0" 2'-0"
GREATER THAN THOSE GIVEN ON THIS PLAN OR THE STANDARD Remove parapet s
. E ON THE ROOF, OR 7 ' ON THE INVERT AND UNIFORMLY OVER THE WIDTH OF I Angie TO TO TO Span or Height from � E
THE INVERT. WHEN SUCH AREAS FROM SEVERAL WHEEL CONCENTRATIONS TABLES. ALSO REQUIRED FOR MULTIPLE CELL CULVERT'S � and hoops flush
OVERLAP, THE TOTAL LOAD SHALL- BE CONSIDERED AS UNIFORMLY DISTRIBUTED WITH VN�QUAL SPANS. FOR CULVERTS' WITH RAILROAD LOADING, S On IS• 3O� 45'
OVER THE AREA DEFINED BY THE OUTSIDE LIMITS OF THE INDIVIDUAL AREAS, •. SEE THE CURRENT A.R.E.A. DESIGN SPECIFICATION.
BUT THE OVERALL LONGITUDINAL DIMENSION SHALL NOT EXCEED THE TOTAL - _ 4 #4 #4 #4
3 OR MORE CELLS: iV/7
' • _.� _
LENGTH OF THE SUPPORTING SLAB. NEGLECT LIVE LOAD WHEN COVER IS 6' #4 #4 `"5
GREATER THAN 8 ' AND EXCEEDS DISTANCE BETWEEN EXTERIOR WALLS. FOR CULVERTS WITH MORE THAN TWO CELLS, USE I I' I " filler, t wi
EARTH LOAD: DIMENSIONS AND REINFORCEMENT FOR THE STANDARD
843 6 / Exp. It. fll e , secured tfi
EARTH PRESSURES FOR TWO CONDITIONS: "DOUBLE BOX CULVERT" AND ADJUST QUANTITIES Existing Existing 2
140 LBS/CU.FT. VERTICAL, 42 LBS/CU.FT. HORIZONTAL
ACCORDINGLY. 10 #'S *7 New I Construction Construction 8d nails &I I 8max., roof 8t walls.
�
140 LBS/CU.FT. VERTICAL, 140 LBS/CU.FT. HORIZONTAL 12 10% *7 # Construction 8 New Construction
THE HORIZONTAL JtARTH PRESSURE SHALL NOT BE DIMINISHED 14' $AT *8 1619 I I
(FOR SLAB POSITIVE MOMENT, UP TO 3 ' COVER) . Cover 10� 20' Invert elev. ��
Height vNIT STRESSES: s' 1.0 1.6 PARAPET REINFORCEMENT I'�'� Remove and splice to " Remove and splice to existing
f 'c = 34 KSI
existing longitudinal longitudinal rebar in invert.
fY = 60 KSI 8' I.I I.7 = rebar in all members. OPTIONAL ( I'min. cover)
DISTRIBUTION "d" BARS: 10' 1.2 1.8
UP TO 2 ' COVER _J1 CULVERT EXTENSION
EXPRESSED AS A PERCENT OF MAIN POSITIVE REINFORCEMENT 12 I.3 1.9 20* Skew Maximum
REQUIRED: �9MAX. 50% (UNLESS TRAFFIC LONGITUDINAL) . TYPICAL 3 CELL
OVER 2 ' COVER 14' 1 .4 2.0 End of parapet normal
#4 @ 18" MAXIMUM
to face of parapet. �--
SHEAR: MiAXZM[?M ALI,UiADIi SHEAR, vc = 3 .5 vorc
MAXIM M SHEAR Is TAKEN AT A DISTANCE d FROM THE SUPPORTING MEMBER. DESIGN BEARING PRESSURE (TSF) Parapet
Traffic
EXCLUSIONS:
COMPRESSIVE REINFORCEMENT AND NEGATIVE-MOMENT REDUCTION RCB _ L
(FOR CONTINUITY) DO NOT APPLY. AXIAL LOADING ON Detail U44 SiU45
WMMRS HAS NOT BEEN CONSIDERED. o
(t Manhole (Std. Plan 137- 10 Skew Longitudinal Transverse 3
"a" or "f " bars
45• Max. Exterior Wall Length
; 4 ILC Tot. 3 �! It Opening -- — — — For spans > 8' rotate
CONSTRUCTION NOTES I,-o" , #4 a,Tot.2 , "b" a "c" bar tails to clear RCB TERMINOLOGY
CONSTRUCTION LOADS:
opening.
STRUTTING REQUIRED AS SHOWN ON STANDARD PLAN "CONSTRUCTION
LOADS ON CULVERTS. " WOII
EXPANSION JOINTS:
INVERT: Concrete Barrier Type 25
NO EXPANSION JOINTS SHALL BE PERMITTED.
ROOF AND WALLS: � #4 --1 �6 1=2 If necessary .
PART PLAN- SECTION Br. Detail 3- 2 (Std. Plan 80-3)
WHEN COVER IS LESS THAN SPAN LENGTH- 5�6" Top
PLACE 1/2" EXPANSION JOINT FILLER AT 30 '+ CENTERS (No expansion joint within X586 lo'-o" Boftornot. 2
OUTSIDE THE PAVED ROADWAY LANES AND PLACE STANDARD 4 of f- opening)
BRIDGE DETAIL 3-2 AT 30 ' CENTERS UNDER PAVED ROADWAY
PART PLAN '�6e12, 6' Long
LANE S. Roof Ti, if (9"
WHEN COVER IS MORE THAN SPAN LENGTH-
PLACE 1/2 " EXPANSION JOINT FILLER AT 30 '+ CENTERS
AND ADDITIONAL 1/2" EXPANSION JOINTS AT LOCATIONS O Finish Grade Ti or _ _ _ _
OF CHANGE IN FOUNDATION CHARACTER, AS DIRECTED BY ate" bars 5'Cover Maximum "At ode " Condition shown 9"m� `- — — Ti,if�9"
_ THE ENGINEER. 4 Transverse, tot. 4 ea. side
For spans >8' s
::Lf
I= I M E
CONSTRUCTION JOINTS: - E spread "b"�"e" bar tails � �
TEMPORARY JOINTS MAY BE PERMITTED IF NORMAL (OR RADIAL) TO M Or cut, as 'necessary, Finish Grade BARRIER SECTION ( 30 MINIMUM)
OF RCB. OTHERWISE T AC O IS TO SUBMIT A R POSAL ♦ • • •
FOR C NS ER I N TYPE W� JOINT IS REQUIRED ATA L CONSTRUCTI N = p t0 fit. #4 �S
OINTS PER S.B.C.F.C.D. STD. PLAT SP-165 . 1_ F"
CUTOFF WALLS: I I _���, F
4 ' CUTOFF WALLS ARE TO BE PROVIDED AT INLET AND/OR OUTLET ,Z _ #s4 0-)
230 2'—O"
UNLESS ADJACENT CHANNEL IS LINED AND UNLESS OTHERWISE SHOWN. 4 -0
THESE WALLS ARE TO BE EXTENDED IF SCOUR CONDITIONS WARRANT.
EARTHWORK: Invert
SEE STANDARD PLAN "CONSTRUCTION DETAILS, CONCRETE AND ASBESTOS PART LONGITUDINAL SECTION
CEMENT CULVERT". LONGITUDINAL SECTION
BACKFILL: MANHOLE
SEE STANDARD SPECIFICATIONS, EXCEPT THAT THE DIFFERENCE IN UTILITY OPENING — WALL
LEVEL OF BACKFILL (AGAINST OUTSIDE WALLS) SHALL NOT EXCEED 2 ' .
. H = Height SPECIAL DETAILS
OAdjacent to the opening, place additional bars
equivalent to the interrupted reinforcement. BOX CULVERT
Dwc, No. 110l0 -
MISCELLANEOUS DETAILS Sheef 4- ol'4
CITY OF RANCHO CUCAMONGA D83,
CARNELIAN ST. STORM DRAIN
r
VALUE ENGINEERING PAYS '
A (I.CCE. .f7ANOA.40 [10MlihVE[O /900 .JET iL USN W/T/Y
! �, f-, /AYEHEN7 AMD ,rrAMEEO 'OC-f,/97f,• }O': NOR rM of
— ----a) f� I` J TME INTFASFf TION Of N4C lON ,S•7 AVp C4/9NFL[AN A/9E
ft A V a ti w V ly %�R t -
4' L�~
let• I �i • 4
Xi TOA- a tc+gllr t;\ , � V; _ " 4Q v tijr t : _. _ - - ►
O*w r,,N RMR •I� lrvTNs +oE ac curs i �-1!�' = �� t
Ii230 l�' cf) �iw Jt" A j rr/[sov eY!
t ti 4I� �J[fTiN/ IA ,-&,r Jew M I tR
i
~', - t cwgNf[[W�� -
1e22�� �I I�t � - L t_X t W� � I} S/ � w ♦�� -
k' ► V' '� - � � 1i!! _ t .• f •. I ti� re,- ax r1MLL w
w ; �• b y v 11 4W rgANt,7AOW It •
-
'4@ .N B' r0 /t• CA' / IR _. IrAIMM7W EE/tyros/OW rffAYr
V I
yy +�� TIM Iw ► r9WNr I
v 6., ,N o h �A'rnr,sF[• A}R>mV''rf 1 ; _ roo ar L•ugI rw�s A
�1� r
"%1.4 f ��� 1e 2• ��.ss w CA INF[/IN O
1922 lets ,IN jj� s �yw1V oAnvntEe rvo eE� S " •-
- wlti R,w �— a� A�ItiI ` S i+N CL/RB tt'E f CA4WYAW V �!
i w i !Tilt A9AfA/Lf t
IJ A Lv1022 ]=2 h, \ /J'! [ CA.9Nf[[AN� jL/I \ �CY.tI fACE
I A1ti Nry v i �Ic \
M1M1M1R y ` F.vPANJ'roN ✓0
«Iw ♦ yNj i iY1rAKl.•/!O oL ANE
lege I wI� N v i % ✓O/N7
!r/•rr/Ay TOE of C!/A'S 1023
J2' t �' W/L,IDN AYE ( • 4 ..-� �/f •� % - hI RA/M0t a'N/LL k w/[r AMD fAYJJNEO SO
EXIT 7p� qr C6a9I TAMr TNFR! AR! MO A"vPT CNA/VSlS
1022 --- 1022 11'6 a CAA'NFL/AN aT, AY ELIYAr[O.Y 4R+ AN6L! OF JYoEE
�j� `/ El fwwx Ae cawf TRUCTEO W/rA, A
/ �j'q.'>M fAYN'N TgANt✓!A'JE TO 77V!
leis
V dip AX/t Of 7W f VAAP,.
( Ens r t X-svrrd EWALK RAMP ^ETAIL
IOt00 11400 IptpO 19+00 l0�00 ti+00 - - __. 22400 NO SCALE
WILSON AVE. PROFILE CARNELIAN ST �
c1/9MEL/M' fr
�sAQB RE>urP.tr _
VE R T I•+ t � --.T-_,...-T 1 - f jXCEP'i IICr/MIrF _l t' ♦'
f�trEL� ,£TORM d f9 rS ZO E2� STA 10rJt!, r0 JTA /IrH 7,v 1/r2f bl
$?A, 10.06 /JEE ELAV
J W Of TA/L). T.fANJ/77oN 12'7041
- _- "�------- T /99/- _EEBfr MArngAf awpe4YO AT A 2/x16 BJ 7b 1/rJ
�jA _ JJ CAq:VL'[[A,Y J70XM
A' /19 oa" � � R LwA/4'
r s.9,'
1��, CQNJT 1J [.,f AC Oarf / •r7A �rJIF C Ag40AC) .RdRNA[T lL7AIC
Iv f• l/7 �_ SEC.IL'E O.SO'�I-I Oq
W� MEF 7 lril T /c
�.0 ti ft 1i'" ; �COA'1 rw<T ICC CUR/ / i[/TTlA• r
Z¢ _ - arA. 2/+tf 1l E ___ _I I tb.V . _ _-� / -� r h 44 AC O/.rE AJ /VOTED ON /[AA(
1
121 - IEC/N 1 De,YE --- -
__r._.i.-...._.�--W _1.VJ 7L[[ TINRMAq. �U[:INEAO f- '` + � .— _ _ I�frs s* E .;- _ - ` TYPICAL ROADWAY
aEF �6 moo vtwl t N /i h __ SECTION
I a••,,A'T *y �C1� 11 � CAc>NNO SC SikEE'?
SCALE
+rANSii+ov Ergv�iu►e ' ;~� X0 ♦ tii� CARNELIAN STORM DRAIN
N
JTA 10+8/W fN0 TAINJ,•.fA, arq[.crOVE �-'O.•f � � � - �' e'' p,N � vr:, sCA1.E �� •� .
•/E!7 Fr J7rNf CV'PAV / fvTrfN AN!> J,Of Kri r I ,I V __._. •�I ✓" B[ooF
!C S�< •,. r i � , `11 / CONJ'TA'vCT AO. -_ ^[-a CNPN
_ /J/ 4 !•wav![.u. So murrF.I
t /' j6vlwiL r
.. A{OTFO av /LRM-)
.{7A LO+/x7 E COPA!I M,4 S> 7 w 1 -
CnAS'„v"r 0.0
PC`--._.. __ 'I tE♦iceI a �i
CL[rlgT JFE JNT> j TT T I .,, 4. `• JWJ_ JADE N'AL A'
EWA E
SO+00 B! f � CA'C�y IAS/[` I v r/•.S aMT. / F" R -SIDEWALK PCTAI�- rq,y RYE
J!f J.v r_/OL- Eaq Of TA/[t 'v ` +�I N.f• o r: om
NC Sk,A-E
CnNt7 qCC SrZ�lrYI[A' JEE jI 1 ' +. �► I � Js•
T
ofrAa 'vir rN� I Z u' -4
/ 1 Y/
14
;..' r.A {nr sow cArcN elSrt
SF! •i•N7 ).^E _ fOq OE TA/[J I ]�
(, ! !•PNS'>qrK_> ♦; fiFS'
_a'A 20•!9lSN 9FAtrN JAC'fW.Itr // _ -
L70�S7gG'C cMatr/A,v `_���,ts- - - .. _•k..- _ _ rA.,.-.^ r♦ ,-onc .a/w rrowF[ r�.* I: I
fi .. _ .. _.. _ / F/N,JN • i
C �� arlEL
Chir.T CAIN VASIA ANO L[l!A<t 0OCAT tis' A / a/vS rgvlr r-6[,r>FA' i •,r S✓nw-V ANO Jifq
1
syAAEOPlL cAr7tt ' wAYla wq[E
SEF SM .�r'R OE.A:[f 7rR , ) I 'a F Ser NOgF[ R'!q I OE'I/cS fjvr 107 •4 ~ f Ov7 rfA
t J7A /O rS� [ CAA'*![/AN SO % JETAa rN.(J• SNT w _ LOPE ~ I ! -
so.o : + }tr _-.'� _- of . . CONST E� ..Cv.PB f purl
,
GYWSTA'LYT SCC C!/A•I
w[LrnN ,EVE-�. J I9'1 fCr1 <<o�s ..u;E •e JL -AwfaA[nFo (I-B 0q c AR+•soo)
IIr00 •,rt/ EDA• OE 7A/L. ASRNA[T CONCRf TE -
(R' ACCFS.t ROAD �S�,i t f Jro I••J/.!t [ r/�E.gtrrl,.rlN> >^ .Awvr xk[!B
oo j wiL laN iv/
✓E oq�;1 r"y j f rA to oo SEC TI A-A SECTION 8-8 TYPICAL ROADWAY SECTION
/r l/ CAp0.[[/AN S7 ///'.'A I [ cAAwl. .IN ar WILSON AVE
i
R ♦o• or ov' _ ✓_.� b - _ coNS7eve-T me-_L rf_ MCC_ C(/A'I --L. 4 Jo NO SCALE
6v7 Tfq. SAO a//T 107_
q ZO'
'� - - f ►, __ .. -- U r 14 MSFT EriST _— —.
-QAC r0 ✓O/N EX/JT Cv.9s ivr7]f ( itrAOE 111K'Fmdtl W7E AnRovu
rnrna cAgNfuAN rr -=, /e, '�,� - / A7 - I
,6 y z r" sl' IN / 112 >r" I „ — _
2I REVISIONS -
SIL I I I SAN eERNARDR10 COUNTY U.S. AMM- ENGtNEEi DISTRICT
}A�� ! __ JT AIE!r Er/a7 C[iAI + l�A I FLOOD CONTROL DISTRICT LOS ANGELES
1/+ /3 /! ARNfL/AA% fl ♦ ,12 V.77 J O[/T7Eq ANO- ,j•/DEWA[A' I - 1 +.. f i[Ow L/NE I OORPS Of ENGINEERS
2le So' RV-,HT W1', i N A ANA RIVER BASIL, A, F,)R, A
RNNC
Dt
S11 ���• `___ - «_. __ _ _- _. _' EL
/�rMW /EO.YY ICC T / T A R .UC 4MONGA =REEUCAMONGANA REEK AHEAN VER;, `�UNTiES
L
R MEF !Xt FOOTHILL BL vO TO CUC AMOK GA DEBRIS BASIN,
[ T 9; f wOx liT T 3DT=T-- - • s l
sv�vii►fL w,wR I V;
NORTH HALE AIRPORT CONDUti.
.v' ♦0' �/ �i { I g i (� v Q ✓O N7t 1 PLANPLAN S M.D. DEMENS CREEK CHANNEL ANC DEBRIS BASIN
r t°°t ' f GROSS GUT;ER op, WILSON AVENUE AND CARNELIAN STREET
2 4o �""�'�" � f c PLAN AND PROFILE
St.AtE s►Efr
11 fEArr/C9 10 % - 1"•20 CITY By:
-� OF RANCHO CUCAM 1NuA SAN BERNARDINO COUNTY 'R*-.
nm
Fl�ti Al DATE �.�. OACw09-
AP-OVfO .� -�'o _ 197`t_- FLOOD CONTROL DISTRICT
-�'LQQQb apo
- -
DISTRICT TRF NO 251 A 104
110
CI Y NGINEER RC_E fL ,Ot. +-Ji—[H 't[K SHEETS
SAFETY PAYS