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Var- cal I" = 2'
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13
91
SAN MATED SING LOCH Ai; AVE STORM p2AIN
F3AY 5 O(2E BOI<'E — NOZT H PIPE
CALIFORNIA
DATE DRAWN BY
717t Go55fn5
CHIC. BY
APPROVED
OTY ENGINEER
PLAN CASE
4
DRAWER
7
SHEET
3
Tn
ti
0
128'
126'
124'
122'
120'
116'
114'
112'
110'
10o'
C.B.'r2S STA•Ot00
n
w
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INSTALL 15't 15 RCP GL3 Sr 0.0530 t 1S RCP CL3 0950
INSTALL 1SS'
S 0•
G
Z`G
L
NOTE: LATERAL LOCATIONS
APPROXIMATE ONL'f
w
G
6"
LOCATE LATERAL. ►0 DEL
FIELD CONDITIONS PRIOR TO
LA'' 1 N G PIPE.
m
r
O
73
C R I 2513 STA . 2463
REMOVE EXISTING CA -TON BASIN AND
INSTALL" O -W' CATCH BASIN - CONNECT
EXIST. B" PIPE TO NEW CA 'CH BASIN
INSTALL 5011 IS" RCP CL.3 S = 0.0100
INSTALL "U•32" CA'TCtt T3AS1N
C.B.*'2SA STA.2413
L.
0
25A
CB# B
i"GAS 4"Gt
Caw
3
15" R .
INSTALA . ' .OIOO ,
S
L
CL.3
63`} LS" RC
1NS 1"-L . 0.02%0
1E122.38'
IE I22.SS'
SO
SHORT. VERT. CURVE
3 5.
Co
I . `5v
\SS
\5
2'G'"s INSTALL
IS't 1S"RCP 0..3 5=0.0530
SHORT. VERT.
It 107.00'
CURVE -
8
as
V
0450
Itoo
I+50
SCALE: i" = Zo' HORZ .
1' = 4' VERT.
2+0(.)
SAN MATEO
e+so
128'
126'
12.4'
122'
120'
118'
116'
114'
112'
110'
105'
106'
DATE DRAWN BY
?/' /71 C.E c.
POPLAR AVE. STORM SAIy1TARY SEWERS
(ELLSWORTH STREET sTIRM SE'WEZS
CHK. BY
APPRQVED �r
CITY ENGINEER
PLAN CASE
4
CALIFORNIA
DRAWER SHEET
? 3
101'
96'
4
C
vi
S
Z
7
T.
tt0
0. T
ico
LA
a
lr
1 eC
ita
LIMITS OF JACKING
E)(157. DEL . 35' x 2.5' R .C. B
0)
INSTALL (2) 22S'± 38"x60"ELLIPTICAL PIPE 0-3
S=0.0020
Sr
c
0 —.
7
E
x
E
.`n
POP LAIR AVE.
O
6
O
0
T
x x \
--
EMST ANN
CUT TO 95,40
CONST, CONC. END WALL
SEE SHEET IO FOR DETAILS
3'oiF 24"RCia 5TUes.
REMOVE S.. RELOCATE FENCE-FUR►IISH
St INSTALL ADDITIONAL PO$T5 St
WIRE FABRIC AS NEEDED
l
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---
INSTALL 2.55/+ PIPE S=00074
FREEWAY
E
E
T 61'W
0
E
8
E
ABANDONED--
I59SS
DUST 15" 5A14. SEWER
/+ 1,8" PIPC 5-00066
INSTALL 33
T
0
CO
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CO1JC.JUN
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ztn
C M
In
cn
M 1. SAN.
25'RT. STA 3+88
11
ee
E
•
_ D8x, 35',(25' RCBI
LIMITS OF JACKING
INSTALL 229't 38' C6"ELLIPTICAL PIPE CL.3 5=0.0020
INSTALL 2.29't 38"xGO"ELLIPTICAL PIPE CL.3_ S=0.0020 * 1 II
(4'r'
— W
E
E 1\
CONST. CONC. 3UNCT. BOX
SE SHEET U FOR DETAILS
•
4'
4�
O--
M
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4
20"HP GAS IN
24" CASING
•
EXIST. 2'x5' R.C.B.
A
- 2"V.CITEL.1
INSTALL 280± 53""x83"ELLIPI ICAL PIPE CL Z S=00020
oto
INSTALL 155'+ IS" PIPE
EXIST, 15" 501. SEWER
z
-'0
U
2
�1
IVI'
INSTALL 22'± IS" PIPE S -0.0027
INSTALL 60'±IS" PIPE S O.00G6
INSTALL 22'tls"PIPE S-0.0027
15"SS. "r 1
,o
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In
W
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to
IJ
0
91'
IL
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// ��
INST\6 33'± 18"PIPE S 0
///
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10:
INSTALL 255/ 4.: I8" PIPE S' 00074 J
me
th13 IN STEW_ CASING
5TF F L.
N I
z �
SEE STATE DIV. OF HWYS. ENCROACHMENT
PERMIT Sc SPEC'S. FOR CONDITIONS AND
REQUIREMENTS FOR CONSTRUCTION
WITHIN THE STATE RIGHT OF WAY
10'
4
V SS's I u ST
CASING-
0 d'
6" W
INSTALL 280'
'F ' F
+ \53'X83" ELLIPT►CAL P E CL.i 8-0.0020
a
z
G
�INSScA4�L5 'i_1 PIPE S_- 0.0027
2'x 5' RCB —c
W W
- G G
CONST. COI4O,MN...
MH SANDS
CONTRACT
DRAWING
a.
PINTS HOT IEANw6 THIS STAMP All
IMsaffE In cowrua rinPosis
G
J
Vs/
II 0 II
III o
G
REVISION
NO.
DESCRIPTION
DRAWN
BY
CHECKED
BY
APPROVED
BY
DATE
CITY OF SAN MATEO
POPLAR AVE.
STORM AND SAN ITARY
SEWERS
CALIFORNIA
SCALE = 2'VERT.
BOOK NO.
DRAWN BY C.E.C. CHK. BY
::;ay Q SURVEY by
DATE
APPRO pPRfIVE
ASSISTAN CITY ENGINEER AT TRAFFIC EN
AP • E
FEB. 1970
CITY ENCIN£ER
I4/14/70
DATE
dt,v A r-,„
DA
PLAN CASE DRAWER SHEET
4 7
3
SHEET 1 OF 12
105'
100'
95'
0)
100
INSTALL 26'} IS" RCP
CL3 S=0.0040
95
t
INSTALL 32'+ IS" RCP CL.3 S=0.004°
95'
�aa
00
2
d
1/40
N
,0
z�
403'
100'
103'
10o'
INSTALL 36't IS" RCP CL.3 S=0.0100
INSTALL 26't I5" RCP CL.3 5. 0.0154
n
V
105'
EX\ST. 2' x 5' RCB.
W
Z
INSTALL 120'±
CL
53"x83"EL.LIPTICAL PIPC
S=O.002C)
INSTALL 45'1 IS" PIPE 5=0.0027
INSTALL 175't IS" PIPE S-0.0020
INSTALL 265'± 53")(83" ELLIPTICAL PIPE
CL. I. S= 0.0020
INSTALL I85'+ 18" PIPE: S = 0.0020
INSTALL 198'+ 53"x83" ELL PTI CAL Pt PE
CL. 1 5=0.0020
z
U
2
INSTAL_ 177't 18" PIPE S=00020
I00'
E
G
W
z
2
0
CONST. STD'F2"CATCH SATIN
C B'e'2
co
w
W
2
E
CONNECT 10" S.D. TO
CP CL.3 G
S=O..
3"x 83' PIPE
w
E
— I5"SS —
-
RELOCATE ILO'± I5" SALEM_ SEWER
POPLAR AVENUE
w
INSTALL 175't 18aPIPE S+0.0020
-- _— — V
C G 0
INSTALL 120'1'53"x83"ELLIPTICAL PIPE
CONST C$ p_2"CATCH BASIN CL L S-
0, 0020
INSTq L 32'±15"RCP CL.3 5=0.0040
III
PRECAST CONC. REDUCING
CONE AS NEEDED
PRECAST CONC. RISERS
AS NEEDED
2'1 4
4
" SAN.SEWER
EXIST. 15" 5S
w w
CONNE D.TO 53"x83" PIPE
REMOVE EXIST. M.H.
CONNECT 6" S.S.TO MH
G
INSTALL I35'*- to"PIPE SrO.00Z0 -
STD. TYPE "A" FRAME &COVER
DWG. NO. 3.1-122
DETA 1 L
ADJUSTMENT RING
CONC. COLLAR
I -
SPECIAL MANHOLE5
Di TO *D9
BREAK INTO PIPE -MAX OPENING
0.0.+2" - SET FLUSH WITH INTERIOR
WALL OF STORM DRAIN
BREAK INTO P1PE-MAx OPENING
O.P.42"
PLUG EXIST. PIPE _ a
C wG 0
INSTALL 26't IS" RCP CL.3
5'0.0154 -CONNECT TO 53"x8S'
CONST. STD."F•2" CATCH BASIN
031,4
CAASS B CONCRETE
MIN. WIbi' Tar
DETAI L
SADDLE CONNECTION TO STORM ORAIR
NO SCALE'
8
0
w
6'4
\
N
E
0
O
w
CONNECT 12" S.O. TO 53's 83' PIPE
%1t00 ,
3'
E
l5"SS
T
INSTALL_ 19S/t. S353"/.83" ELLIPTICAL PIPE CIA S=0.0020
PLUG EXIST. PIPE EXIST. 2'x5' RCS
CONNECT es" SS,TO M,N. INSTALL 1T7't 1S"PIPE 5=0.0020
CONST. STD."F-2"CATCH BASIN
CB*3
INS+ALL 36'± 15"RCP CL.3 S=0.0100
I II
' Ii
II
I
�II
CONTRACT
DRAWING
PINTS MOT KAR11F6 THIS STAMP ARE
1DSaLNE FOR Ce$TIA(T POItPUSTS
0
O
95'
W
REVISION
NO.
DESCRIPTION
DRAWN
BY
CHECKED
BY
APPROVED
BY
DATE
CITY OF SAN MATEO
POPLAR AVENUE
STORM AND SANITARY
SEWERS
CALIFORNIA
SCALE 1" = 2' VERT.
1" i21i` 'NOR
APP VED
c
BOOK NO.
DRAWN BY C.E.C. CH K. BY
DATE FEB. 1970
SURVEY BY
TY ENGINEER /no
_APPROVED/�" TRAFFIC EN ER
! 0/1777a
ATE
PLAN CASE
4
DRAWER
7
SHEET
3
ATE
SWEET 2 of 12
105'
100'
m
247
Ce
im
105'
95'
ofr
�-{ INSTALL 200'+ 53"xc 3"ELLIPTICAL PIPE CL.1 5=0.0020
r
2
0
0
4-
INSTALL 235'± 18" PIPE S=00020
INSTALL 400'+ 53"x83" ELLIPTICAL PIPE CL.1 5 = 0.0020
INSTALL 286'+ IS" PIPE_ S_Z2__
z
J
u
2
2
J
H
E
E
15"SS 3' 15"SS.
f INSTALL. 2001} 53")(33" ELLIPTICAL. PIPE CL.1 5=0.0020
POPLAR AVENUE
E $ UM
# I1 r
Q ADANDDN
I I w-- I
1 n4
INSTALL 2351±15"PIPE 5=00020 -/
NATIVE MATERIAL I3A.CKFILL
COMPACTED TO co070 RELATIVE
DENSITY TOP V COMPACTED
TO 35''f RELATIVE DENSITY
E
8
15"5S
4,
E
15"5S —
8
E
INSTALL S0't IS"PIPE S-0.0020
8
-- 15"SS
INSTALL .400'± 53'1)(83" ELLIPTICAL_ PIPE CL.1 S=0.0020
i"A.C. SURFACE
BACKFILL DETAIL
STA .4Ii65±TO STA 25+ 501:
Co" CLA'I r-COM HIGµ 561h7DL
PLACE SANo C3AClcFILL To SPRING
EXIST. 2'x'5' R.C.B.
NATIVE MATERIAL BACKFILL
COMPACTED TO 90% RELATIVE
DENS%Ty
LANE OF THE STORM SEWER- JET OR COMPACT
OL3TAIN g0%IRE LATIVE DENSl-y
V4"OR LESS cROSNED ROCK, PEA GRAVEL OR
Ci[HER MATERIAL Al7F2OVED CRY THE ENICINEER
-INSTALL 286'± 18"PIPE 5*0.0020
D}1' S"A.C.SURFACE
SPRING LINE
BACKFILL DETAIL
ROUND OR ELLIPTICAL PIPE
IN SEPARATE TRENCH
5AN MATEO UNION HIGH SCHOOL
MAINTENANCE 5HOPS
MAINTAIN ACCESS AT ALL TIMES
Co NTRACE
DRAWING
PRINTS NOT REARING THIS STAMP ARE
OISOUIE TOR (O TQACT ?VPPOSGS
15 -SS
4
3'
to -
4
5
A**ANboN
100
95'
INSTALL SO'* t8"PIPE 5=0.0020
4
1
5 Guam LAa zb1L Ficnt
r NIGH 6ellooL
REVISION
NO.
DESCRIPTION
DRAWN CHECKED APPROVED DATE
BY BY BY
CITY OF SAN MATEO
POPLAR AVENUE
STORM AND SAN I TA R Y
SEWERS
i" = 2'VERT.
SCALE
.11"
APPRO
AP
CALIFORNIA
BOOK NO.
SURVEY BY
DRAWN BY C E C CHK. BY
DATE FEB. 1970
CITY ENGINEER
APPROVED
DA TRAFFIC ENGI
ITY'EHGINEER
lait the
DATE
R IObAT?0
PLAN CASE I DRAWER SHEET
4 7 3
5I4EET3oFl2
.' VC.DnITI. b!t . l.V,
J:; = V`Sbb;&L bVbL6 LU.
2
J
15"55-
-- 15"SS.
POPLAR AVENUE
INSTALL 200'} 53',c83"ELLIPTICAL PIPE Cl..1 S=00020
sea -
15"5S
E
i5”55
15"h5
c
-I5"5,5. —�
INSTALL 400/+ 59"x 83" ELLIPTICAL P%PE CL .1 S=0.0020;
=%
t
2
5
to
INSTALL 235't S8" PIPE S = 0.0020 -%
NATIVE MATERIAL CACKFILL
COMPACTED `TO eCJ% RELATIVE
DENSIT y TOP L' COMPACTCi)
'to 3$': RELATIVE DEtiSITY
i"AC.SURFACE
A x557- sacs
,tGg
PLACE BAWD CiACK=1Lt To SPT2tNG
LINE OF THE STORM SEWER- .)ET OR COh1PACT
OtiTAIH 'o% RELATIVE DENSCTy
Iq•'OR LESS CRUsHEO \tC'OC,V A GRAVEL PR
BACKFILL DETAIL CStF ER MATERIAL APPt2GVEo BY THE ENGINEER
SCA A GS 1 TO STA 2S +- SO t
mist en t'x
Red
NATIVE MATERIAL BACKFILL
COMPACTED TO 90%RELATIVE
DENS tTy
ftrnr I XS' decB
--tNSiALI 28rn't 18`Pi- PE 50.0020 -
iff
90 �s�E�'� > �X/s'T/N6 a./1.47Ar
BACK4= ILL DETAIL
ROUND OR ELLIPTICAL PIPE
I N SEPARATE TRENCH
SAN MATEO UNION HIGH SCHOOL
MAINTENANCE S1-1OI S
MAINTAIN ACCESS AT ALL TMLS
)NTRA
DRAWING
f 14P. N! itARRt6 PUS 5T4%'P Atf
tl3StUU tot (GYIUAC} fU&PG5ft
INT
REVNO.ISION
INSTALL SO'* %9"P%PE 5=0.(X720
.facyrai/ at- 'attic,C•B /ititiat
DESCRIPP,ON
o It,
DRAWN
BY
CHECKED
BY
A ¢/75
PPWDVED
DATE
CITY OF SAN (v1ATEG
SCALt
PPRO
POPLAR AVENUE
STORM AND SANITARY
SEWERS
= 2' VERT, tIROOK NO I DRAvm BY C E G CHK
ASST
AF" .)VED
/
CALIFORNIA
I SURVEY BY DATE FEB. 1970
APPROVED
i e• A''f/ ial 1 ;�,:t _._u .._ !Ut'I 9Cr.
CITY ENGINEER DA I TB PTIC ENGI T R DA
*LAN CASE DRAWER j SHEET
3
PAINTER D
�/�. 4 • 7 I o!
aaONINaru s
rw.11111111•wsa
%MET3Or12
fit 0,/2
t
0
e0
tP
105'
EXIST. 2" x 5' R C B.
INSTALL 50't 53"x 83" ELLIPTICAL PIPE CLI. S= 0.002
It
z
100'
W
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J
V
8
on
INSTALL 330'± 53"X83"ELLIPTICAL PIPE CL.1 S=0.0020
EXIST. 15" 55.
INSTALL 170'± 53"x83"ELLIPTICAL PIPE CL.1. Sr 0.0020
0
In
INSTALL 280'+ ISH PIPE S= O. 0020
INSTALL 270'} I8' PIPE 5=0.002.0
95/
E
0
0
G
G
z00
5"SS—jam ]+
1'
15"SS
t. E
15"SS
G
5
N
11
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III
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I5"S5.
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INSTALL 330't 53"x83"ELLIPT' CAL. PIPE CL. I. 5=0.0020
E
CONNECT l5"S.D.TO 53"xt34 PIPE
— —X515"5S.
E
8
N
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Ln
INSTALL 280'} le" PIPE S= 00020
INSTALL 50't 53"x8T ELLIPTICAL PIPE CL.1 S=0.0020
EXIST. T.C.
EXIST.I;
COFIFORM TO EXIST_ IMPROVEMENTS
N
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6"ce & LATEQAL?)
41-1-G" -1
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to 6 Z
rajp „
15"ss. 3, 15 55
3
INSTALL 170'{ 53u83"ELLIPTICAL PIPED -1. 5=00020
EXIST, 2 x 5' R.C.B.
O
0
4-G'+
EXIST. T.C.
EXIST. a
CONFORM TO EXIST. IMPROVEMENTS
INSTALS 270'± rirrplpE 5`0.0020
CONNECT I2" S.D. -G--5-3"703-3" rtrc
PLUG EXIST. PIPE
6" c,ibi Loma
FCoM NIGH ScMooL
CONTRACT
DRAWIk
PLAN PRIOTS NOT BEMIRE THIS Sit'::r i.t,
DEPRESSION DETAILS OBSOLETE FOR CQNT&ACT ,W(117
1F-2"CATCF-I CSAStNS
105'
100'
In
N q
95'
REVISION
NO.
DESCRIPTION
DRAWN
BY
CHECKED
BY
APPROVED
BY
DATE
CITY OF SAN MATEO
POPLAR AVENUE
STORM AND SANITARY
SEWERS
CALIFORNIA
SCALE = 2.'VERT.
APPR
i.
i" >,�?0'HO
BOOK NO.
DRAWN BY C.E.C. CHK. BY
DATE FEB. 1970
gaNGINEER� '� DATE
(>2 -
CITY NRG1NEER
SURVEY BY
APPROVnnE 1D '
u ___ tK :-i-TCXL4_'R 10) AI I Z O
G a/ ?/70
DATE
PLAN CASE
4
DRAWER
7
SHEET
3
SWEET 4 0r12.
a
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1
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•
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0
0
8
log
103'
00
4'
V
L`
CO
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,g'
0850'
11HSTALL 18'tLS"RCPCL
5' 0.02015
105"
100
V
4,
I
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Ct
4
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INSTALL 36'+IS"RCP. CA35=O.OIOO
INSTALL 25'± IS" RCP CL .3 S= 0.1320
CONSt come. COLLAR
EXIST. _R.C.B .
II
NGL
It
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INSTALL 22'± 15"RCP CL.3S= O.ISSO
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in
0 in
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INSTALL 196'+ 53"x83" ELLIPTICAL PIPE CL 1
11jjr
k- l8" V.C. lT E 1.)
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S= 0.0020
_INSTALL._ 135'+ 18" PIPE S=0.0020
X
7
et
N
I"' INSTALL 4't l5" RCP CL.3 S= 0.1125
INSTALL )4't lS"QCP CL.3 S = 0.2360
$0 ,
'
10" 5.S.
61
}
a
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EXIST. R.C.B.
10$,
IOC'
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INSTALL 30't 15"RCP CL 3S a 0.0570
tiodi co
I I4STALL 42'± I5" RCP CL_3 S=0.03517
91
15"5S•
INSTALL 345' -I- GC' RCP CL.2. 5=00020
r
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FE 101.20
INSTALL 20'± Ili" PIPE S=0.002O
INSTALL 315'{ I8' PIPE S=p.p020
5
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4
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I5"SS
PLUG EXIST. RCt3 AS DIREGTSD
BY THE ENGINEER_
C.
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0
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+ IM&ET -f9P -*�fF3T:-pins
I5"S5.
CONST."F-2"C.a. SEE SHEET q
cans
EXIST. INLET
I- I`
INSTALL 2.G't ►5"RC.P CV.3 5-0.1320
E ////
I_
INSTALL 19Co't S3"x83"ELLIPTICAL PIPE CL.1. S=00020
INSTALL I35't l$" PIPE 5=00020
BACKFILL B. COMPACT TO SO %
RELATIVE DENSITY PRIOR TO
CONST.OF PIPE SUPPORT
BARS
4 -
EXIST. INLET
CONST. "F-2" C.B. SEE SHEET 4
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g CL. -B II
. 'CONCRETE r"
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SRuAG LINE
u'bi Jfn lw C-eS'l.S+c12S�LCS%IiI�.
DETAIL OF PIPE SUPPORT
ACROSS TRENCH
EXIST. PIPE TO 6E SUPPORTED /I
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INSTALL 78'1 18" PIPE S=00020 N
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INSTALL 36'3 15" R.C.P 0. .3 S=0.0100
CONS -T." F-2" C.B. SEE SHEET 4
CB*7
EXIST. INLET
CONST. JUNCTION BOX SEE SHEET l2 FOR DETAILS
S
Cu
EXIST Car.
E
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10"SS
E
0
1-
CONST. "F-2" C.B. SEE
INSTALL 3O'± 15HR.C.P CL.3
SHEET 4
4
5=0.0570
INSTALL 42'*- 151/RCP CL. S 5=0.0357
Abii.NDop4 SETWEEN M.H. e GLAKEMONT .5T.
t` AND SG
'F
3 S' of SoI�
N 10"SS
15"SS r 4C3ANhONED I l" WATER LIN It 15NSS
INSTALL 345'-!" 66a' R.CP CL.2 S= 0.0020
15"S5
0
I0"55
E
- I c,
.L PLUG exist RcB -INSTALL 315'# 1£5" PIPE S-0.00ZO ?we E7v\5T RC'S -W- ►�1�LUG t�1sT ROB
INSTALL 78'# lS" PIPES= 0.0020 - - - - - - - - - - - - - - - - - - - - - - -
- - - -
G
EXIST. INLET
CONST.'F-2-C.B.
CB¢5
CONST "F-2" C.B. SEE SHEET 4
CB*5
w
G
w
CONST. "F-2` C.6.
CB" 10
w
G
- w
w
INSTALL 22'± 15" RCP CL.3 S =0.0550
CONST°' F-2" C.6. SEE SHEET A CBI/ 12
INSTALL G't IS"RCP CL.3 5=0.2500
a"1Tn"ns. Rods 8”c.-loc. SAO"/ony
Alternate rods bent as rhown 6=0"long
24 gage black Corruy. Iron 4-0'/on9
%4H Vertical Rods 24" cm c. /5"/or,
Gteufad
,4)
Concrete
Concrete footing
Ex%stiny Asphalt Notehed
ao' o"
50'
ho/fic Concrete
fr/stin5 Asphalt Notehad
EXIST. TYPICAL SECTION
STA. 26+20 TO STA. 51+50
CONTRAT
DRAWING
PUNTS NOT REARING THIS STPO ;1£I
OBSOLETE FOR CC'I!TUAICT-tt?FOS1:5
W
2&
1
43 z
[t/ `•'
tn
/ /' (.6
/eJ Q
V l 2 i
0
CO
N
105'
100
C.B.t 13
PP
INSTALL ZO' LS"PIPE 5-0.002,0
W
z
DRAWN
BY
CHECKED
BY
APPROVED
BY
CONST. DROP MB
MH SAN" IS
CONST. " F-2" CB
SEE StIEET 4 C.Bui'1
W
REVISION
NO.
DESCRIPTION
DATE
CITY OF SAN MATEO
POPLAR AVENUE
STORM AND SANITARY
SEWERS
CALIFORNIA
SCALE 2'VER .
HO 2.
BOOK NO.
DRAWN BY
C.E.C.
CHK. BY
SURVEY BY
DATE FEB.
1970
APPR
ASSISTAN TY ENGINEER
APPROVED
/0/92)
ATE. TRAFFIC EN R
0 70
DAT
AP OVED
CI
INEER
lvl,Y/70
DATE
PLAN CASE DRAWER
4 7
SHEET
3
SHEET 5 OF 12
110'
100
105'
100'
V n
11CLZI,
I I
U
INSTALL 27't 15" RCP CL 3 S = 0.0520
Y
WS`
4C Ye,
,105'
O".
100' 2
INSTALL 23'+ 15" RCP CL.3 s.0.03415
10" 55
ea
E10
INSTALL 21't 15"RCPCL.3S=O.0238U
l0"SS
l0°SS
l0"SS
105'
w
U
4
100'
Ri
15" 5S.
I NSTALL 455' ± 66" RCP CL 2 S= 0.0020
INSTALL 263'± IS" PIPE S-0002.0
us/
-r
kiv
15"SS
INSTALL \45't I8"PIPE S-00020
45"SS
15"55
INSTALL 75'±66" RCP CL.2
S= 0.0020
>-ln
vt-
C)
INSTALL 143'± IS"PIPE S=0.0020
co
ld
i
0
4/
ire
PLy
�mm
u
2
Q
EXIST. Rc6
INSTALL 20't GG"RCP CL. S=0.0020
W
C8a16 c
CON,ST. "F 2" C.g
LET
Ptt1 -L cc7_sy-��cer
E
INSTALL 27't 15"RCP CL.3
S=O.OS20
10"SS
15"SS
X15T.INLET
CONST." F-2"C.B .
CI3t 15
INSTALL 2O'± Cce" RCP CL.2 S=0.0026
8
.1-
O
co
E a
A
INSTALL 4'±IS" RCP C- L 3
- -- 05000
EXISi.3.5'x IORCB
10" SS
60" R.C.P CL.2 S= 0.0020
NSTALL 263't IS E 5=0.0020
V✓ __
PLACE SAND BACK FILL TO SPRING LINE
OF STORM SEWER -JET OR COMPACT
TO OBTAIN 90% RELATIVE DENSITY
E
G
O
4
m
10554 -
ABANDONED 11" 10.16-r
EE
EXIST 3.5'x g
w ----
1'AC.SURFACa
BACKFILL DETAIL
STA.23+70 TO STA.41+20
G
-1NSffAki"U492" c.15
E INSTALL 23't IS" RCP CL3 S• 0.0348
JNSTALL 4't I5"RCP C 0. 5000
--INSTAterjaseCt
DELETI=
RECOMPACT NATWE MATERIAL TO 90%
RELATIVE tENSITY--TOP 3.' COMPACTED
TO 95'/. RELATIVE DENSITY
C
0
EXIST. INLET
PLU
EXIST. INLET
INSTALL 145't T' Pt PE
PLUG EXIST. RCB
E •
LL 21'}l5"RCPC ■ 5=0.0235
10"SS
15"SS 3'
EXIST. RCQ.
NA/
%q'OR LESS CRULIIED ROCK,PEA GRAVEL OR
OTHER MATERIAL APPROVED BY THE ENGINCER
Sc 0.0620
INSTALL 6' t I5"RCP CL3 S=0.3340
0•
ISISTALL"U-32" C.B.
G
CBr20
E)CtST 3•55c 1.O_ RCB
-- INSTALL 2G'+15"RCPCL9g•0_O
EXIST INLET
E -0- - - Q _4t
+F"
I5"SS M
V
GL
105' 4 U 49
100'
II
0
I1,
CB•22
LNS-TALL 26't I5"RCP CL. S=O.
C:
INSTALLU-32" C.B
Can19
CONNECT TO M.H.
w
INSTALL 4
IOts
15"5S
Ca
P:
tr2A
INSTALL 2G'±LS"act, cL3 s=0.0308
11
110'
105'
CONST"F 2" C.B. SEE SHEET 4
SEE SHCL T #17 FOR PROFILE
CB*23
5'
1NSTALL'U-32" C.B.
CBJr24
C SEE SHEET *7FOR FRiOFtLE
100'
INSTALL 25'±LSK. Cr--
±18"RCP CL. 5-0.0581
INSTALL 143'+- IS°PIPE 5+0.0020
- G" SS
CQNTRAG
DRAWING
PRINTS NOI IEAIIN6 THIS STAN Alf
OISOIETE FOE CONTRACT P{WPCSES I
W
ID" 55
�� ��► l=, �-
EXI E
ST INL T
G"SS -
INSTALL 75'± RCP CL.2S=0.0020
w
REVISION
NO.
DESCRIPTION
DRAWN
BY
CHECKED
BY
APPROVED
BY
DATE
CITY OF SAN MATEO
POPLAR AVENUE
STORM AND SANITARY
SEWERS
CALIFORNIA
SCALE 1„ -
APPR
= 2' VERT.
HOR
BOOK NO.
DRAWN BY C
E.0
CHK. BY
SURVEY BY
DATE FEB. 1970
ASSISTANT @TTY ENGINEER
42171/70
APPROVED
TRAF C ENGI [i R ATE
APP ED
GINEER
1011 17-10
DATE
PLAN CASE DRAWER SHEET
4 7 3
SHEETS OF 12
HO'
105'
1001
\
10" SS.
z
U
I+
I5" S.
-H*-STA L L
c2.67' 1' 6C „
INSTALL 122'+ IS" PIPE 5=0.0020
4(20
I/
54''
C.P CL2 S=
I
6
M
CO
�1tt
S2 Co
10" SS.
0
It
n
0020
N
N
ti M
� v
k
7 V
15"SS
••o
INSTALL 305't
CL.2 S= 0.0020
10"5S. _--
110'
INSTALL 350'± IS" PIPE S=0.0020
•
N
z
N
-Co
icr
INSTALL 100''- IS" PIPE 5 =0.0020
ISO'
C)3�
INSTALL 43't 15" RCP CL3
5= 0.05%1 A
WGL � V
II
C— ,--<.----4 l
/ w
µ/' �
:r
0
105 ,
PO'
u
M
CONST."F-2'C.BSEE SWEET 4
NRCP
rt.
YIPs s .0.
t \S
1/
INSTALL 26'±I5" RCP CL3.
5= 0.0192
AsstLsn(tCP
\ON SS
6" ss
C B'Y27
EX15T. INLET
tea/
L3 se 0.0•00
CB*25
INSTALL 25'? 15"RCPCL.3 5=0.061
A
ti
N
11
110'
INSTALL 2$'+ IS"RCP CL 3 S = 0.0785 —I
INSTALL 25"- I5" ISC P CL3 S _ O.O$Oc
INSTALL 2S'tIS" RcP CL3 5=0.0214
3
C13* -28
P.P
EX I ST. INLET
105'
\fl
100'
CONST. "F-2' C.B.
Ir Run exist mars_
C ear 29
INSTALL 36't IS"RCP CL3 S•0.0717
ABANDONED
X
44
EXIST. 3.5-x 1' RC6
W
STREET CAR TRACKS
INSTALL 350'* IS` PIPE s=QO020
CONSI. "F-2^ C.3.
CCeort A
INSTALL 2$`t 15"RCP CL3 Sr 0.0785
CBn26
CONST. STDf F-2" CA -ICU t5 ASIN
F 2r 25
‚LW
NSTALL 25't I5"RCP CL3 5 =0.0440
lo5'
RUC Rat
4\o
LOO
CIS*' 30 1NSTALL°U•32" CB .
1V
HA -IL
C'- --
�j
o`
INSTALL 28"_ IS -"RCP CL3 S = 0.0214
4�
INSTALL 4fo't IS"RCP CL.3 5 = 0.0740
IS" SS -- - — ! - PO OclAke-tz, I in- kiss,
15# AVENUE
15„SS _4E— AR,A^
—6"SS
wr
6"SS
REMOVE ALL EXISTING CO14CPETE IMPROVEMENT5
BET W EEt4I STA. 36+ 35 AND ETA .40+45. AND
REPLACE SIDEWALk , CURLS S 2' GUTTER AS
STAKED. BY THkE ENGIt\1EER
REVISION
NO.
DRAWN
BY
CHECKED APPROVED
BY BY
w
IS"SS
CONTRACT
DRAWING
N$ItS NOT SEARING THIS ;kV? Aft
OBSOLETE FOR CONTRACT :u -:POSES
CB ¢3t INSTALL "U-32" C.C3,
PLO` 1
2S't 15"RCP-CL.3 5 j .At45.
INSTALL LOO't IS" PIPE S=0.0020
05'
100'
tv
DESCRIPTION
DATE
CITY OF SAN MATEO
POPLAR AVENUE
STORM AND SAN ITARY
SEWERS
CALIFORNIA
SCALE 1" = 2' VERT.
BOOK NO.
DRAWN BY C.E.C. CHK. BY
SURVEY BY
DATE FEB. 1570
APP
/_7//9/Td
ASSISTANT T ENGINEER DA
APPROVED
TRAFFIC ENGI
1Z,
A
APP ED
CITY E INEER
101/7/10
DATE
PLAN CASE DRAWER
4 7
SHEET
3
SHEET7 OF tE
d
M
it
m
112'
107'
102'
4-,
H
LD
CO
t
0
> 5
INSTALL 8fS'± GC;R
CL.2 s=0.0020
K 101-51'
INSTALL I6'+ IS" PIPE
S=0.0020
_ G
ELEC-1 Z:'�LI _tZ -
N
LD
cutril
M 9r0 o y 0
d 000 O•EI cc
a ON d °P--tp. 6
U
-4 F a �jlu tni atii 1 b
F / d
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CO Nv W 0 '� Co'., N II
(fj j 2.; Li, p+1 w a!4 \1
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a Z3 2 Ju N
I- 40 °N
2 ui= z
0 En
U
CONST. "F-2" C -B.
G
�-' PLUG CXtST Ct3
INSTALL
tN TA LL 240'} 15" PIPE S=0.0060
u2'
1(34
2G'iIS" RCPcL.35= 0462
8"55
lWiSTALL 4'* IS"RCP CL3 S mat',so
I nS
G
3'— — — 12"SS ---
S"S
CONST. STORM M -N. SEE SHEET It
FOR DETAILS
CONST,'F-2"C.B ,
C-34
EXIST. S" S.S.
EXIST. 12" S5.
A
11
4STaLL 342'42 60" RC
G 5
to"GS
Ca�
108'
6" Wrt-ER
S
M
INSTALL 42't 15'2CP CL3 S=0.0446
INSTALL 42" IS" RCPC13 5=0.04 SE
G
EX sT. 3 ',c Lc), R CT3.
w
POPLAR
12" SS
1NSTAta 342't 60" RCP- CL 2 S=-00OGO
DA '
G
=1-
"U
G
INSTALL 240't 15" PIPE 5=0.0060
G" CURB + 2' GUT -[ER SEE
u.DlOG" 3-1-IOo
LIATLVE MATERIAL BACKFlLL COMPACTCD
TO 90% RELATIVE DENSITY -TOP 1' —
COMPACTED TO 9S'lo
PLACE SAND BACKFILL TO SPRING
LINE OF STORM SEWER - JE TO
OBTAIN sot RELATIVE DENSITY
V
x
6"
BACKFILL DETAIL
STAAI+10± TO STA.51t80}
NO SCALE.
�? CL2 S=0.0000
AVENUE
4
G
W
8"SS
I2'ss -
G
INSTALL 225'- 15"P\PE S=0.0060
NSTAL` 225't 15" PIPE 5=0.0060
O
Q
V
A
U
G —
!42' WATER
• Hal'Z
<,,a
INSTALL 41'tt IS"2CP CL. -S S=0.0439
CB"37
PLUG MOST INt_sT -I
INSTALL 41'±15"RCP. cL-3 5=0.0439
12" SS
II II WAl L\NI?
%" OR LESS CRUSHED ROCK ,TEA GRAVEL
OR OTFIER MATERIAL APP2oVE-O B' THE
ENGINEER
M
m
C)
O
'U
M
N
z
N
co
U
N
Q
tt
to
0
IN ALt_ ►92'± Got P.CP CL.2 5=0.0060 J
INSTALL l02't 15" PIPE 5= 0.0060
4>
INSTALL 2(0'!15"RCV CL3 S-0.0423
109'
CONS -r." F-2" C-13. SEE SHErt 4
INSTALL 26'±1S"RCP C.L-3 S=O.CA23
CB"39
0-7
'O.
% G
G
�C.13
isT. 3.5'xl.� —per
PL uG�EJI _
W a„SS
W S"RCP CL3 5=0.05
INSTALL 28„ 1 $"SS COQ
6 I2" SS
�a R CP C 5=0.00
INSTAL -t. 1'1=�---
G
INSTALL 12'+ 15"RCP:CL:3 5.0.1250CB 40
CONST. STD 'F-2" C.TS.
CONTRACF
DRAWING
PRINTS NOT BEARING THIS STAND at
OBSOLETE FOR CONTRACT PVRPOS€S
REVISION
NO.
INSTALL \O2't 15- PIPS S.O.
CBs42 EXIsT. 3.5'n1.0 03'307INSTALL 13" -IS" RCP 0.3 5=
CB"4I
CA
112'
07'
102'
DESCRIPTION
DRAWN
BY
CHECKED
BY
APPROVED
BY
DATE
CITY OF SAN MATEO
POPLAR AVENUE
STORM AND SANITARY
SEWERS
CALIFORNIA
SCALE
" = 2' VERT.
0' , OR
BOOK NO.
DRAWN BY C.E.C.
CHK. BY
SURVEY BY
DATE FEB. 1970
APP
ASSIST t T CITY ENGINEER A
APPROVED
APPROVED
CITY rvtER DATE
TRAFFIC NGI E DA E
PLAN CASE
DRAWER SHEET
4 7
3
SHEETS OF 12
115'
M8'
113'
108'
6
12"ss
8"55
4,4)
4v
INSTALL 40' t IS" RCP CL3 5-0.0300
EXIST. S" 55.
Ex1ST, 12"S5.
1KS 1ALL 2$'t IS"RCP CL3 5 x0.0214
Ft to
INSTAL1_ 178'} 60" RCP CL.2 S=0.00G0
INSTALL_ 174'+ 15" PIPE 5=0.0060
8
4
EXIST. 3.5'x 1.0 '
W �¢
12,,ss
CONST."F 2" C.B. SEE SHEET 4
8
eto
N
03
v
N
INSTALL 40't 15"RC.P. CL.3 S=O.0300 CBP45
G
PLUG EXIST. INLET
CONST DROP M.H. +
-INSTALL I
78`+ GO" RCP CL.2 5=0.0060
INSTALL Mit It IS#PIPE S.O.
G
INSTALL 19't ►5" R.C.P. CL.3 5-0.1000
4
4
co
A0
11
v
*
w u
G
`Il
r
�Lb
-Q /'
EXIST, 8" S5,
EXIST. 12"SS:
o`�
99 INSTALL. 338't 54" RCP S=O.00G
0
4`O
0
t
INSTALL 285' 15" PIPE 5=0.0060
S
0
In
INSTALL 28't 15" RCP CL 'CL S 5 =0.0214
CONST. "F-2" C.B.-CONNECT EXIST. RCL3 TO C.B.
INSTALL 2S't IS"R.C.P CL.3 S=0.057(
CB" x48
8•' SS
CON ST. STOR MANHOLE
SEE DETIsaIS SHEET* l 1
I2'SS - 12"SS
CB044
INSTALL 4'tIs" RCPCL3 S=0.4000
C 6947
G
G
EXIST. SS's. 1.0 RCi3 _-..___
O
w
POPLAR + AVENUE
_12"Ss
INSTALL 338't 54"RCP CL.2 St0C1 0 A '�`''`°°"'c L- L
- _ _- 12"SS
EXIST. 3.5'x1.0'RCC3.
INSTALL 17'± IS" RCP CL'3 S'0.0412
corm -I.:" F-2" C.B. SEE SHEET 4
INSTALL 285't IS"PIPE S- 0.000O -
INSTALL 1G'-± IS" RCP CL 3 S - O.0
CONS -rev -2'C B. SEE SKEET 4
451
ett
V
NO
4'
8
INSTALL 75't 15" F'1PE
S. 00060
INSTALL 50't54"RCP CL.2 5=0.00A2
PLV iN-ET - I
CEPA°J
sat
I[I .-._.tom 8'SS sc.!'
.t 12"SS- b
`Q
W
lI
II
CONTRACT
DRA Wit
PRIES NOT REARING THIS STAMP ARE
OBSOLETE FOR NTRACT %UPPSES
Q'
,t; or° -- EnsO
O'
REVISION
NO.
N.
DESCRIPTION
Zou5t. C t
INSTA
A
II
P
J
_L
1 13'
12't 10" PIPE- 5=O.SIZS
INSTALL. 50`±54"RCP
CL.2 S
108'
,16
EXST. NI CT•BOX
t /
CONNET TO EX15T-(PIPE
.7I
12„-lO"PSPE S-, .5125
Z
4
V
CITY OF SAN MATEO
DRAWN
BY
POPLAR AVENUE
STORM AND SAN ITARY
SEWERS
SCALE
= 2'VERT.
=,?A' HORZ
BOOK NO.
RVEY BY
APPR
ENGINEER
APPR D
APPROVED
BY
DATE
CALIFORNIA
DRAWN BY C.E,C CHK. BY
DATE rEB. 1970
APPROVED
/o / )o -lad,.
CI P( ENGINEER
AT TRAFFIC ENGIN
16,711/10
DATE
PLAN CASE
4
DRAWER
7
O Z 7m
DA ,
SHEET
3
SHEET 9 OF 12
I -4/2
a
7
/2' -On (MO sT HEAD wALt)
20=0 "
I" Onarnfer ;
I
I -p"Nlrnli�i
(
f
x(Sting. ¶"-(a" x2' -(j'
ta.C. D EA, boy.
Q
rim'
j�1 I I
1� ----- I I ---
i
-----14-
A
14.75' RT. STA.1+oz
I
EL EVAT/ON
d
L t X Coo" f-Ilip kat {Pirpe,
j
I 1;
1 I
34
F+�
Q
12= 0"
/02.4'w tep bole
P L A N
I
rt
C
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2C7' -0"
d
---EXiting Headwall
IC
t4PoviI-4"
J
—
q
-4@ 12" o c.
18"0
i
plt?E
9nCq
PIPE
OP'G --
i
i
AL -24,10 r.c.P.
24-" 1?. c • P•
U�i11�=�=ail
*4e. 12" o c
ar il7_II„:„,;
*4@ te D
SECT/ON #4 -A
CRISS A Cone.
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8'- C'
.How4I.ld
71/2
9I
'Dowel 4" deep
(*h4 E IS"cc.)
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J
24 @ If3"o.c
4 Q. @ 12"4:>.c.
JE CT/ON 5-/3
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A/o/e:
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9
0
m
C1055 A Conc.--
9
(-74
I
T,. weep Hole
ri"viaopHele
1'e'1,\ r
4 4@12"o.c.
*4- @ 18"bc
7A$ \\\'
k2.1.0"
SECT/ ON C -C
EL 5_V,4T/OA/
2f/NFC2C//✓Q PET/4/LS
4/I rein(orcemen/ shown bereor7 shad/ conform /0 5ce//oo /G
of the s/4ndare/ Stet / 'cal r7 , CQnC. shod/ 6a C/4ss
F,4GE
T. &. r —ire* es tba77 a N1.
CONTRACT
DRAWINC
/PINTS NOT BEARING 11115 STAMP API..
OCSOLEETE FOR iMNTRACT 'IMPOSTS
4,4 .12" o.c _ E, r,
rpowQ I S - Cs: tto'
%4@ES' 4.c1
5E CT/ON D -/O
DESCRIPTION
DRAWN
BY
CHECKED
BY
APPROVED
BY
DATE
CITY OF SAN MATEO CALIFORNIA
0 /-21. 4 /Z AVENUE (5 7-O ' M
s4N/T42Y CEPVE2 P/EOJECT
END WALL OUTLET (5Teo (raize.
SHEET 10 aF 12
CONNECT EXIST. 12" RCP TO JUNCT. BOX
AND REMOVE SECTION IN NEW STRCT ,
AS DIRECTED
PLUG EXIST. 12" RC?.
EXIST. DRAINAGE STRUCTURE
CONNECT EXIST. 3'x 5' R C B
TO NEW :STRUCTURE --
38"x60" Ell3PTICAI. PIPE
B
L=
Ion -0"
--Mgr
15" R.CP 5.0•
PLAN
STD. TYPE "A'" FRAME i .COMER
DwG! 3-1-122
`.3':O„
OPEN lNG
SECTION B -B
CONNECT EXIST. 12"RC.P.
TO JUNCT BOX S. REMOVE
SECTION IN NEW STRCT.
AS DIRECTED
DETAILS OF STRUCTURE.
AT STA.3+34
0
co
O
N
4
6, 2,r
•
-4-- 1O"
`�—'"4e12"
#4et2„
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>
6
SECTION A -A
EXIST. %TRUCT. HOT SHOW M
'4 d BARS air}
�4 L E3APS � t2' I
ADD ''4 )O. FRONT
AND BACK FACE
ELLIPTICAL PIPE OPENING DETAIL
e PI PE OPENING DETAIL
10,-0"
EXTEND "' 4 € 2 INTO
NE4, sTt uCt,
'• q€12"
AODt4 BARS.- EXTEMP I -O'
INTO WEW ST((UCT, ON EA,
SIDE OF OPENING
i-0" `"Sel2" I1=6"
II
BENb EXIST.e4::8"
INTO MEW S-11WCT.
'sAFG"
A'4@%Z
•
3'6"
SEC
ION X -X
2'-C-&'
AN
ALTERNATE
G'1 SPAC.
7'0"
Ct. 93.9G'
4 L@6"
DETAILS or MAhll-10LES @ STA.41+13)
sTA. 48+34 & STA. 51+77
- Edges lobe rounci9d
to 3.4bdlus
oe E bars - • I_L
AU
Dbars '
3"ac. - ratio PLAN
Tie bar %- �I•'•, --t-of manhole (Rings and cover not shown)
`-,Tie bar
I
- -�j- -- �
PLAN •
-T
..1- Radius •Waripur* or
-1-3- 4Jbmiinng
13accontaddi bas
Street grade-
Omit this step
inpaiedstreet_
(Shaft not shown) icer pa•dstreets . d
ribrutew•datreea' ft
Street grade- I Manhokf)vmea!aa ..
1.00Wie steel _ . lc__I,
rings and
steps .t. t4_.. ; •4ucer,Pk,m 2-oO 1 1
L --Minimum E'-ro•4 with
- fa'•edstreet . 3
Minimum 3'-6"wiih -SQ
unpaved streets. a
Sweats 2
_= —f bars
Tie bar
J bars
- Springing line
-- Inlet elevation
appliesotthispalnt
•'4,/8ac. both no io
be used when Di is
SECTION A -A so•oro"a: •
liar-- i\; Pipe ;le`el
- Grade points
See Note t
SECTION B -B
NOTES:
DETAIL M.
(See Note 2)
-Optional outside
rote &concrete
-'a, N bars
3'-Cr long
;Concrete rings
( 15"x l" Rine seat
d --r
rr-
. --H bar
--Variable
--t bars
`--J bars
Aft
for poiedsittels
fir unpaved stn.
TABLE OF VALUES FOR 'F"
D2
F
02
F
36'
6 e'
78-
ill:
99'
7"
84'
le -
dY
7 '
90'
13 "
45.
7-b'
96'
1k'
431'' 8
l02'
15t
8✓3F
108'
16
54'
9'
114'
I6/t"
60'
9 "
lee-
I7-
1
171'
2:63:
433�I
/39•
I • 18
17'k,
6
i
it
I
II"
to-
1. Center of manhole shaft shall be located over center line of storm
drain when diameter Di is 48" or less, in which case place E bars
symmetrically around shaft at 45a with center line and omit J bars.
2. Detail M: When depth of manhole from street grade to top of box is
less than 2'-10•" for paved street or 3'-6" for unpaved street,
construct monolithic shaft as per Detail M. Shaft for any depth of
manhole may be constructed as per Detail M. When diameter Di is
48" or less, center of shaft may be located as per Note 1.
3. Thickness of deck shall vary when necessary to provide level pipe
seat, but shall hot be less than tabular values for F shown here.
4. Reinforcing steel shall be straight bars i2" clear fran face of
concrete, unless otherwise shown on plan.
5. Steps shall be 3/4" round, galvanized steel and anchored not less
than 6" in the walls of the structures. Unless the plan shows other-
wise the spacing shall be 16" o.c. The lowest step shall not be more
than 2'-6" above the invert.
6. Rings, reducers and pipe for access shaft shall be seated in mortar
and neatly pointed or wiped inside the shaft.
7. Stations of manholes shown on plans apply at center of shaft. Elev-
ations shown at stations refer to prolonged invert grade lines.
8. Floorof manhole shall be steel -troweled to spring line.
9. Body of manhole shall be poured in one continuous operation, except
that a construction joint with a longitudinal keyway may be placed at
the spring line.
10. Length L and embedment P shall have the following values unless
otherwise shown on plan.
For: D =96"or less; L=5'-6", P=5"
D2= over 96"; L=6'-0", P=8"
L may be increased orlocation of manhole shifted to meet pipe ends.
When L is greater than that shown above is specified, D bars shall be
continued 6" o.c.
D bars shall be #4 for D2=39" or less, #5 for D2=42" to 84" inclusive
and #6 for Dp=90" or over. Tie bars shall be #3bars.
].2. Centerline of inlet pipe to intersect inside face of cone at spring line
unless otherwise shown.
CONTRACT
DRAWING
HINTS NOT REARING THIS STAMP ARE
OBSOLETE KIR CONTRACT PURPOSES
REVISION
NO.
DESCRIPTION
DRAWN
BY
CHECKED
BY
APPROVED
BY
DATE
CITY OF SAN MATEO
POPLAR AVE.
STORM AND SANITARY
SEWERS
CALIFORNIA
SCALE AS SHOWN
AP^ OY D
BOOK NO.
DRAWN BY C.EC. CHK. BY
DATE SEPT. 1970
SURVEY by
Y ENGINEER A
APPROVED
TRAFFIC EN IN
CITY G EER
/0/41/2a
DATE
PLAN CASE
4
DRAWER
7
0b21
AT
SHEET
3
SHEET 1I of 12
w
0.
a
Q
V_
J
J
CP
U
n' 9'
'TOP& BCrr
rT
•
♦
♦ 7
0
'*Voir
•
LAP G"
ai
2'5
IP
► •
p
LI
ADJUSTMENT RING
X"
_OPENDI
1» . H STEPS
SIDE VIEW
SPECIAL STRUCTURE
Ill MIN. PLASTER - STEEL TROWELED
TO SPRING LINE
BRICK FILLER MATERIAL
OR 6 SACK. CONCRETE
SECTION A -A
TRANSITION FROM C.G. " PIPE
TO 53 "x83" ELLIPTICAL PIPE
*5 DIACONM-
NOTES :
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI. AT 28 GAYS
2. REINFORCING BARS SHALL BE HIGH BOND INTERMEDIATE
GRADE, AS PER ASI.M. AIS
3. MINIMUM CLEAR CONCRETE COVER FOR REINFORCING
BARS SHALL BE 2" AT ALL SURFACES
PIPE OPENING DETAIL
PRINTS NOT REARING THIS STAMP Alf
OBSOLETE FOR CONTRACT PURPOSES
REVISION
NO.
CITY OF SAN MATEO
DESCRIPTION
/0/1-9/G
1
PM'S NCI I BEARIw€ MIS STAMP ARE
00, METE FOR (ONTEACT PURPOSES
DRAWN
BY
CHECKED
BY
APPROVED
BY
DRAWN BY _ CHK. BY
DATE
PLAN CASE
DRAWER
7
CALIFORNIA
SHEET f2 d4- 12.