HomeMy Public PortalAboutEast Hillsdale Boulevard Storm Sewer ImprovementCity of San Woo pduin
B M. /04. 8/' (foo'Addedl nko'
en West Bo/i Tara of Ictre /4'
E/ectro//er Design 500-C A -7 -D -40-250-B-1 - -
Stendlyd Drawing 1-7-108A For Best end Conduit
Location.
able
Exlst%n9 'evement
40'
4"PMS.-,
O
25' Standard -
6'
5" C.R.5 - , .stRacl"�_�//*"Condu//
EAST HILLS DALE BOULEVARD
36'
/5'
/5'
/02
/0/
3.5'
3100
23'
,-4"Crown
4" C.R. B. -
EAST HILLSDALE COURT
TYPICAL SECTIONS
SCALE: /'• 6'
r 4"PM.S.
3.5'
1
C43'CR.B.
VA
Construct New CLrb 1 Guiter$l--i tG /01.15 EAs T
51 Sewn-
Ex/sfiny Efec/rohbri /0�
Exist/n Condu/t w/16 e, Me
25' Standard
—7•
o•
t
72 RC..A-i
A
3'-6"
146"
ril
r1
g of Pevement-
H/LLSDALE
- _ ,n /VEQ SW 42 — -T — — — —
�� ZZZ
20185.8.1
p\ \
A
�roa. %F
fl \\
11
tkr
Cm
slot
PLAN WITHOUT FRAME & GRATE
CATCH BAS/AI
Scott: /'• 2=0"
/ /kJ" H/yh /nxpecf Unp/ast/sized Sem/-Rig/d
Po/y✓iny/ch/or/de Pipe - Wail Th/cA'ness - .145'
MerH/n P/aef/c Corp. or goo/. Schedule
40- PVC includes Su/tab/e Po/yv/ny/ch/or/de
F/H/ngs & Adaptors.
EAST HILLS DALE BOULEVARD
/02
/0/
/00
99
98
97
96
W Lor 2
Ora
3.
ttj
c
0100
4100
/25'
Lor .3
0.410
/2"`taaP.
Lor4
Exrsh�Edge of Pavement y
hrn/t of WoM'-I
instal/ /if" Conduit BOULEVARD
with_ Double Cab/r___:rIt1 ii-
/6
4
S£CT/ON "A -Ali
PO/NS E T 7"/ A
`-/nstall Electra/let-
20'Ruz
mo t• *
i0
i C1
Exist/n' Storm Sewer -•-1
'See Standard Orswin9 /-7-/41-A
for Stenoteid Catch Basin
Frams aP Grote Deta// Type 3'
s 1Y 4O Bars /2" CC. Both Ways
/2"R.CP
Exist/ny Mb' -
/9
Class A' Concrete CS/ x Sec Mix)
"-&Hrtor Fiore
7:C/00/7 n
7 .8/-
_-62.Q0„__'2
_ WCEL_
:' %/3Z 727-
R.CB 2.5614' 4...-
'
Vet Gutter
90.96' [:2
Pads to be Graded
Slope Lots ea M/
CBR/m 10000
Pi, 96.68—___
Ex/s.6"VCR -
`-'
For Standard Curb -Sutter Constl"uct/on
See Standard Drawiny 1-7-144
For Monument Construction,
See Standard Drawing /-7-/39
Lor 5
/2" /ZCP
REAR STORM SEWER PROF/LE
SCALE: HOR. /"=40; /Ever.
/400 24-00
5400
6-100
Lor 6
/45'
3/00
7400
1\
Lor 7
0.41096
R.C.P
n
Construct Standard
Gutter Without Sfot.
Draw/1y /-7-/07-C
A11 Curb Grades and
Top Face of Curb.
/02
m /0/
4100
8100
/00
99
98
97
96
Concrete l/a/ley
See Standard
Radii Given to
22
y`V} ,.
, *nl /Feafher New Cbns/rucfion into Exisflnf 'movement
r /nsta// Street Sign
' EAST H/LLSDAL E ,BHi"n'n9 ofEx/sti>y Fence
_. Ex' fin• Fens
to L.53
0/7. 56"04'So_E -,
such the/ Ho Surface
'mum 0501 Grade Ei
Drain Rear of Lots t
PY.E 3 _ CBRia/I°R6o:
10"
030''?' Exist411-
Rim /01245
1.6.95.60
23
-
b
ira/naye F/ows onto AdJ
her to Front and/or iPc'
/Nearest CB. at E/e% /e
r6'Lekra/
.aa• 4.2RCP.
27/'
Connct New 6" s to
By Insia/l ng New Length/ 6"S
ewer
Pipe with Y"Branch
ain
AVENUE
Wye Locations on Sanitary Sewer To Be
Recorded and ,Dimensioned on The ,4s -
Burn Tracings Prior >b Submitting to
City Upon CCm/o/e/on of Project, As
Furnished by City Inspector.
y4
V
4e
44
1/44
NIA
F
ct
14
0100
'4
Is,
/100
COURT
Ins/e// 5)'enderolV-3"C6.-
r . /.., . .
/49.8t 1. . A,' /7- �� TC •/.34
/note// E/ecfro/ier r
10'BSB L:_�
Exist 6"YC.R-
Existing /ORME"
%
WorK Shall Be Done 1n Accordance With
City of San Mateo Standard Speo/Rcetions
.Department of Engineering -Oak Jan /95/
And Including Alt Adde/idums
r v�-.,;Stin g
ti
0
W
0,'4
3+00
EAST H/LLSDALE COURT
2100
A
M
7 7
\--Exmliny 2/"RC/?
Construct 2'03nimu
/"" Sect Rip Rap / W/o* Orainaye D//cb
i Nak: Verily /8 P[P CYossury
Existing State L _
conerek Man = .( \ Exisfii j /A"RCR
hoifrita5p
N. \
\ \
\
\ \
:. \ \\
\ \
`% \\ \\
° \
\ \\
/denkei Points
tk
1/4
101
tk
I Ditch
CURB CURVE DATA
295 280/6'57' /a56
LEGEND
4 Double Cable LS" Conduit'
6.-- Efist/ny Sewer
7 Alew Storm Sewer
— Monument Line
9 -a-- Catch Basin
EAST HILLSDALE COURT
SUBDIVISION
SAN MATEO, CALIFORNIA
APPROVED DATE:
SAN MATEO,
CALIFORNIA
CIVIL ENGINEERS
650 EL CAMINO REAL
REDWOOD CI TY,CALIFORNIA
APPROVED: JOB No.3084
I SHEETS FILE NO.