HomeMy WebLinkAbout310-D s/aaeSTREET /iV1PROVEMENT PLANS
s%dewo/k ax/ fih/sh DRAIA144 STRUCTURE DETA/LS
7" c�vrb line
'VJ *Inforrinq she/ /4'Rodius SE Comer Turner,411e. � Foothill B/vd.
/6"/Mgs/ib'X to"Rolled P/otP 1'.4s7y 4.7),formed as shown,6/'/017g
rand Comers, 90/11,7171jc off&- t'obricot/or7 SUBM/TTED FOR APPROVAL BY
R 6' ANDREASEN ENGINEERING CO.
d , �• 2„
Weld bars k p/atc 30"ae. o '�
a �• o Z5' + End bars not welded e • 6 a{ R•/i2" i2 R.E.8205
26' 12'
o Hex Nu Safter to conform with adjoining curb o • o: , ?'o 23't \Xooroved by Checked LUbfe
°' • 'e • •s, - San Bernardino County Road Commissioner w r« •� 6S
Varies to conform With batter of adjoining curb
o lAO'ho/e in anq/e Tq0 A
•� ` ry > 1,1ak •60 � �i��� C --cam
' 32"
Level Line 1 1 $ L7vout Lbtr 7-7 ?
o -V4 grvlr bo/t
suoPort 6'o/C v DETA/L NO. 1 s/o a Ys /'
FACE PLA TE ANCHORAGE '=
�►c f . Sheet 2 of 2 Sheets
s TYPICAL SECT/01V Coast Alpaa'
v TYPE A -2 Exist pavement
COntoCt,lO�hf CURB GUTTER Carat ,3"A.C. ,00vernent Const. PCC. curb
�' TYPICAL SECT/ON
z
FOOTHILL BOULEVARD
7y¢" z4 B' 4' 1 '
� o.,s' 4'
Future F•S. y
' o
0.
...
HBc{ Const, Std P.C.C.S�o�ewalk
S,B.Cozen S/ o Const. P.C.C curb�guffcr
S.B.Co.to Const. P/2".4.C. povemenf
Exis! Prm'f. CO�f .4 C. fba' �Pemo ve exls> rock a- PCC. Curb �grade fo su6grsde
Feather to-joir) TYPICAL SECT/ON
/Z TURNER A!/ENUE a o ry, o S/off 41 � pavement
6 Q 3 3 � \ Q '
Slbelivolk P.C.C, curb gutter e. ` �!
S/o C %4'� ° p�
4"PCC wo/k
variable 0.5 7.34 pavement
i ' ,.• 6` �O 76' 9 BO' 7� per typ rcal x , "
0 Section bars sf2 ac. /Q B /on
V ,�'pCC y► zz�o'@, 2 -0" 4® /B"O.0 max. p,-BY
we/k -S/dCWal% 11x7„sh u a 2, Z' a e 0 R b o D a
i • : o , S/ooe %4 1, 4
p e4 /Z'O.C.-9 bars . °j • • '_._�•-!E—L
. See detail No. ! _ -T--=. :a _ - 9
---- @' o +�6 17117/b rs i"a /0's"/on
-, •�. W _•� a ,o /4 � . 1/ — �'S�1/'0.C. 9'-3'long � � 0 0 1 •� o •. . '° :
NO rE r
�Pewform steel C017Sh M117 • o \ " ' ” ° �`�-•I'
g 1 D o Z' See Metal/ below) Z' y6reinf, bars 6 ac 7 3 long e
detai/s for Sections 44� s/a min 17llef 4 min.fillet
to COnfor'm fo Ten>` CounE-E Xeyed crust join/ Keyed const ja o ��4reinf g "
y , !x,717 22o.c.S'3"!on ,
�y x4 remf. bars/B"o.c IMA?g
Sfo/S. Z06, 206od,206 6, 206 c, `y e NOTE: Steel pattern Povement mer fyprco/ w4rrinf barn 22"aal4'8"/on
SECTION A -A
• sizes as a o section Tarner Aw Z' .9 9 °
Section C-C. C�7s4 P.C•C. local o oression,aer S/n!Z03 o S 1' ° = 2 'K5 rrinl'ban 5"ac.S'9'long
'6®//"O.C. -9'3"long /' 1 �' "
t -
0►� � � � .o• -"4reinf. bon /B'o,c 5'J"long
{�vr CS , fir-- . � __._. -'TT•
Contact,joint
40
1 2 4cm/B 0.C.-9 bars-1
6' 4
'4CWIB"OC max. ''6reinf. bars CA'w. 7'3"long ^
pESP ; , e—__�___ SECTION D-D o • e o
S/ pC y4" ./, SES 6
a'o ''•' �• H re re;n bars 6"o.c.
,¢ PCC walk •
SECTION B - B TZ:Z
_ o
°, - °' • o SECTION C _C '
(fOp slab Steel oxtail)
r nSf P.C.C. /oCa/deprevsIbr7,per Std 209
SECr/OIV E•E `°
(00O
ContaCf�oinf
C y Q6 SENCN MARK
Corner of foothill Ond Turi7er, 0.5 miles west
72.N o/"#iss/o// �i7ery N.E. corner of Foafhi// and
Q - �— - - - '�� zs9 _ Turner a,7 concrete br/dge, chiseled °mocked
"F.C.O B./YI. �`/2 "
T IPAIZ Q �e�' 4 VE Eley 1207.B6'
C. I
45 4
�.—
o 1� 6,1?.^ b & 6 x d, RCB
4 N / ��o� koe0+
SH. No•204 N.
frame�covcr ��a G� � �
0�
G09� a ti� 1ti11 d Ex 4'x 4' RC61
A
6
g9 y�o C
93. 9 h 9 1 Al 3
� o a - 0 9•
/o' /�' a /o' /d °� �^ 45' 10' "' �' Grout 4//horijonfo/ steel I2"into
- flow
holes drll/ed 12 1(710 existing R.C 6 s.
_ WIt s�alewa/k n�sfi /
9�r0° N slope Q"PCC!1/O/!C Q
--+--W?MP f/ow
Q Q"f CC
walk
E B , 1b
A �� 0�
p1 ` �03�
/0 SCALE PLAN OF 36
DRAINAGE STRUCTURE +
1
/2' 46'
N _ 60
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