HomeMy Public PortalAboutB Street Extension - Baldwin Avenue to Tilton Avenue25,
24
ti
_ VP/ E114/4
ti
1 -25
124
23
22
21
20
19
18 -
8
S0' of /Ow Sewer o''. -/o .5/ e
6
5O
C/ /6123 -Top of Catch Basin
;EL/4/6'x`
O
£/.-13.5 '- - ----
SOUTHER N
PACIF-IC
4-zs.. -29
� I
L
e
t w
CI 441
v •
Z
isfing Cvrb-ii
M// E//Z.77
L` RAILROAD
AVENUE
C
G
------ ------------- _ F/owL/ne-of/2
F
ro � , /Z50 . //O /.Server/X% zoo,////,/,/
1 .. — ../%, '��/, /'., ,iii i ., '7/�/// /
s'' � � Z%L9z,
/08'
/6' - /0" Storm Drain
zo' -
/0jRad/us Curb Returns
PROFILE
HORIZONTAL SCALE ri 40 FT.
VERTICAL SCALE N ` Z FT.
/00'6
6*B419-An$/ePoinfai t of St
•
li
220 of t Sewer 0.51._5/
04, suspended from BFidje.
ii
nl
11
Stanaa d Cast /iron Ca �ch Elem./7r 3807l2 u Storm Drain v b N
ice,. �►
, /547,7
547, �/---)L—
i //////i /, * � / 375,i''4;1$71;repTi�./iii. i. (
�/ B Sewer � 0477 �/� be Pavetc�i#,;(oncrete Case 2�/.4spha/t Nearing ;Suriace N
=`4. ,- -5T /i, ;'
I
,(Future Sewer
- 4/787'
future (ur6 Line
Standa
tt
d Cast/iron Catch
kJ,
Aree� I l f� I ,y `i 1
Manhole Fame Cover only -/Yo Sub-sin/do-
PLAN 1
SCALE I" =40 FT.
- 2963'
I
z
r
asin.
r E/22..6 Top of Existi &drf' i/a//
.L
n
I
tEL/9.Z/ Ceibng eft—xis/Ms ,9rci; Bridge
ti
I
Manhole frame and Cover
E//7/6
rea 4A, n
1110
6 —Concrete Base
TYPICAL SECTION
SCALE 1"= 5'
LEGEND
Catch Basins to be constructed
OO E/ectro//ers
C Manholes
0 Existing Manholes
Sewer Lines to be constructed.
Existing Sewer Lines.
- Y Branches to be constructed.
—_L
123
22
21
20
19
-18
17
16
15
-.14
13
-I2
11
10
9
8
7
6
Curb -trice-- Slope wslkv Perff
Area A" Ex/.52V/7Pavement to be Reconstructed.
Area "B = " Sidewa/k to be removed and rep/aced by new pavement and sidewalk.
Area
Area
Area
Area
"C' Part of Bridge Structure in Roadway of Street.
m Sidewalk
E" New Pavement Area to be graded and hard surfaced.
"F" Existing Curb andSidewa/k t le removed and temporary
gravelled approach constructed.
1- Ex/s fin -g Cvne
B STREET
BALDWIW SQUARE
PLAN AND
W
Q
I-
0)
PROFILE
FOR THE
EXTENSION OF B STREET
SAN MATEO, CALIFORNIA
SCALES AS SHOWN DATED DEC. 1925
paining Manhde ft Line E/ /4.46
E LLSW ORT H
F
AVENUE
-
Plan ca
Drawer 6
€ heet 30
J
T
- /2=/ "
I
'ft:Bars'•_
Jfirrups '^x
/4" - /4.,1 9"
is
f
r, r4 8 "¢ Bars
I '/"0 Tics,/2"c/s.
L-
10(11
1.
L
1 "-t
3=3" -
--2/" itt-
- 2-/ "0 Bent Bars
2-1/"Sir aight Bars
.3-t0 Bent Bars,
-T
�` a6Bars,/2cis
•
- "0 Straight Bars.
2/"
r
i
r
C
F
a
S}0" 1
- 2/„
/..
3 OBar.
6 "I's.., 6•— _ra
rV
lS "Stub
6"I- /2" '6'
4
liars
II
Sfirr ps
/2" /?
it
IPSO
/4" vi• /4"s •�• /4
I,
OROas` ;f
BdJtirrups
a/terrafinq
v vy
r.
-R ra 4d p
i-f0'.4 v nl�-
1' /"0 Ben
t floe
6"
2-) "WJtraigh/ Stubs
4J,_VV771 (r 7 • n:11
/ l I li
3-q"OBalrs� I 1131.41‘5":71
� i
" II I Y
/2 4 /24di-46446,1/44644-
2-144 Sit
9'•-•
- 2- /"0 Bent Bars
.2-/"4Jfrai ht Bars
4- Y
SECTION H —H
9=22"
r [' . , . -/ {rl III Arl/', ~ _ - �I_ -1_�
71
¢ C /Tars b' `�I��•, v ' �.
L T - • M ^ v. } - d Jfiernps
1 ¢ "I�Tt6-i 6$-9"4-9" /2"_`i /2",44 9"1 941546f6=� ---t1
I
e Shirr Bz4Bars
2-1'0 Bent Bars
1
t8
2 f"¢Straiyhf Bars
H 4
SECTION V— V
1
-4rt
--I
d Ben} Bars
'. _ ter, .,.
�A
'b,stra 'hf Bars
4' 0"
SECTION G —G
f -'U / I•e^,n'J ._
sue. yt,./44;.44!
ods
/lee gin silks/oath'
I ':
or 9,S irrups
Bari.
FI
2 4 1SfraightBars
-617"0 Bars
g d Ties, 12„ Ch.
2-,,j O Ben/ Sfubs
F
i"
t
L
F' S{0'
2/" _- ",
6� 9„
/4" $ /6"t T l4" M9" "T 9.t 9"1
2/"----
- "f1 Bart, 6
_A— • _IL.
I
Z- /10 Bent Ban
- 2 (d Straight
7=1,1"
aviethon Deaf .Y"
r3- L"0 ¢Bent Bars
✓ /•� -�K 1
/4=0"
5"
le d Bars l2cts
• �, 1a-_ • r • iii •
L�
i
E
S-
19" 21"—"-
•MerrnJt Beam
•
II, I I' I/ ' ' I. I‘
// t4 "
rte \ i —r---r- �0 I I
•
n
/ I
/ Y
/5� 9" j-� r +r
"0 Bars
Ties, /2'cfs
' -3-t0,ftraighf Bars.
SECTION G -W --X
4 / gars -
1'0 Ties-
SECTION C3-6
6"-o
3-1 "0 Bent gar,
...1}L6"ti -t �Z I /2
1�II I
11 1 1 II 14
I _4_144-1- 41 -n -1-1-
�. v
/4-O
g 0 -r—
Laterals on /2 Jrl.
I _• _ i_ s. _>` —a-_
BQ_Sfrruw
I
1
t
Y
- 3-4
JL —11-1-1-- 1-1
1
C 3-6
_a `a
/3.97 -_.
e 0 Tees Jewced /Z
I
1
I
C cI
I- ,
i
LS .11-11 M1U _1 a.
//2 Zr fl cre y 40,6;ei' A1117 IYdf'J
Typice/ for Co/ mns 03-7,4,9
111 111.
16
I I I
,K
-6t 9't Y
/I
/61"
N
9"
M
-1- 1, "-_, 9 -
6/I
Vin ffrrnh/
2-/"¢ Beni
G
1. - . I '. I .- 'IJ II IF � •I � I I AF`/X7T J.,� . i � i. I I3 I I I 1 t I
/6
p 1 Y / M I 11 /"
ows ipla
6 9 •{- I -�" ,�1'f • t_I 62 „ II 6—}— /8 9 •}- •F- /�z .}- 9/-"—TL-t21
}- -}�
See .Sec-fion .59-56 for (-non-sec/ton of teem ✓
SECTION J -J
G3
.See Jet 0-.777-!. fcc /efedenof Q"
/04 -36
Y
N
w
O`
O
�i /`.♦ .%
Jt.
.- ,
N.../t e.......„.%,1 )1
ar
J
m� 9� G/ % ..: . J %^/
tea,. vv�I4• % / .-- . w % J J w ▪ y
t▪ a g/
/ k/ /
42C je. . Qa i4+! / / ,a0 , / v �3/ C
0 i / / // y, / /K
tn �. r �,' /-/ / //- / . / -�/
" ]S \ G/ / / ,/, i / / �A0,y i /
'...,,,..5
s� 1s, ti/ // / / / / / , -, <�Ze/\
y i A %,.� / / / / Y \�
ti
i
.0- /24
Q
k
C,
u
7-1"0 Bars Stra19lit S' Beni alternating 7 z "cts.
Tap off-vs/mg Seam to be chipped off
-1.-8 0 Bars
t.
Offset frrorinOrawiny
the ye tth9e in design
2/"
r-.
Ir&.6Bars
r —gin 'S Y
14
V
Ti
7-8 "p Ba
CI
B'O
18"
s
2/"
d Barr
"C-r�
SECTION CI -CI
•
N
rElev 3 64
O Bars
/8"--
l
M
0
Stirrups
/IV Sent Bars
-3-1,110 Straight Bars
e "i Beni Bars, !Stets. alternating
e 0Straighf Bars, /Stets,
�.fl�p.. a' � J. /J?a•.L •'' V:IY(f n '. � r 7 .-�r a' d i'"-"t
�r,�,ZB 6Bars v�:G�e.b`cpdd vy j:t1 A� ,�an�/:O.l�.�.
,..,,/,‘.. ..
�,. � . .o't:a-•. V'a pd"^.l ..-o;
a
4. cry n o-
ir
Top of Existing Beam n 0
�'t1 oa
ara per;
�"#Bars
Existing Seam
Z-l"#Ben/Bars
SECTION 51-S4
cn
- l8"
dJtirrups
2 Straight Bars
4. I 2.144
CY
n
4
I
4n
._a
3,7
9v
4'�Od�Q
/0
3'
3-8 "p Bars
0Bars
vdad0 A. •orr�
4'Barsad vVd'eVa
•
Prof//e Grade
• ..6
14 gars, traight , Bent alternating 1' "cts.
--i-0 Sit rugs -- - I
\ I 9�}• /2"t /2" /8" 18"`ff -18" 12' 12.,
13-'—'8 42 0Straight Bars
A
0J. -
I
Std. 14" C.1 Manhole & Cover
F
8
-6'. 6
Existing Beam Ommitted
4-
z
Elev.
8'
41'4 Bars
-114 Ties, l2"cts.
i 8
Sataas3-10:iong
8" 22
u is
r -L
I
8 ¢ Bars, 6 "c ts.
Bonfom of frisfiiy Beam
•
SECTION A -A
__=
--,
==�
.0
Elev./6' ?o
j Profile Grade
"0 Bar
21"080,112"e
Elev. //6 zo lz0
R
O
g"
s.-)
4'
e
IS/ -I.-----.+.. .. ...
•
2.4f Vo'V R n' i7{ "4 Bars
II fl I .
3- s-.6=6 44, .9" 19" 12" 12" 18" l8"`
LI
2-/8 "# Bent Bars
3-/4 PStraight Bars
'0 /toriz. Bars, !S"cts.
"rI'0 Bars,
'GI Stirrups
S/raigh / 4 Bent alteinatthl 7? ' I.1
i
Existing Beam
l8"
12"
�I:29 •-• • 6
- ,•
T
6. 6"5=s4_3" /0=
3- "4 Bars
F
Existing Retaining Wall
z Nitric Bars, /2cts
z "4 Barf7c
I
-- "d pert Bars, 12" cis.
Dowel, 247g.
4L0' cis.
/ Profile Grade
3-f"¢Aga
3'-0"
/'# Dowels, 247g.
4' O" c ts.
J"oforrz.Bars, 1S"cts.
-1.2"0 Vert.Bars,IZcfs.
Bars,12 "cf,
R
2/"
M
s
/Prof 1e Graft
3' 0" -a-
-l"Dowels, 24"lg.
4 = 0 -cis.
SECTION B -B
4. of Street
Bars ,/5 'cis
.
� "1 Bent Bars Er '0 Strzigh>t
ps -.,{ a/tern ng, 7z ' Gts
a- pl,!'tirru .
9'r-/2" ► 23' 23"-'
2- 41 "5 Bent Bars
3-170 Bars
SECTION C -C
-1-0 Bars
2-1"# Bent Bars
2-l"# Bars
SECTION D -D
4-z"#Bars
Ex i.t tiny
Beam
AIITies
- 7 -lid Bars
r
E 4
F1
f7 g'#Bari 1-
s 6"cts oc
L.• ..•__ - a p-,.
1-
a
h
k
rt' 6 rea"&euord f�oi/
8v"x/6ildZf BaHson3lfr
Elev. 3 64
4z0Bars
g 'Z Continuous
` Cl1JC««t<<�pBars
o 1y.
4-# #Bars,
continuous
2-Q 6Bars,
6'079.
17 r7'zr:t'"V QY crATiVa d-vriav17:a'..Zb V st
�4V�npdv'''')--.--1"11�` r �Oat/o flp
o . I�TJ y sv �� Bat s /3 cts�1.r d3
4-3"0 Beni Bars, l2"cfs. a/fernahng
.t"0 Straighf Bars, /2 "ch.