HomeMy Public PortalAboutBarneson Avenue Sidewalk Construction0 + 00 1+00
I
0+ 30 $.CR__ FRONT EDGE SIDEWALK M N
TC. EL.=60.74 \ / Et.= 61.00
GHs VN<ve
WARP SIDEWALK
a EX/ST/NG CB I
To Meer Extsr.
Culp --) 4> 3'-6 co 'f-S/6N,Te a
�'Ra/O' 1 REMAIN
TC.FL.r G4.10 r SIGN, To REMAIN I
EL:R x X X X._J
Ls,
- RFMva%t: ONE DISPOLE DoSYIET/NG/ //NO C6W.ST.C6'LT ✓1LTW FcAEto.
SEE Dsswes A".
6" To /6" SYCAMORETREES ,To REMAIN
t_
2+00
+-
GRAPE EX/STING GROUND
/0'± To CONFORM TD .S/OEWALK.
/00'
6+00
3+ 00
b
* ! &, CoNSTRUcr /2' DRIVEWAY
N SEE DETAIL BELOW
EXIST/Ns CONCRETE CURS ANC GUTTER- TPP,ToRCNA/N /'Ex/STING CB
W. Nl , AOJUS rEO BY OTHEf I
Jr -CONSTRUCT 41 S/DEWALK� t�/3X/C MPG .SExrSrING 4"CIP
BARNESON AVE
4+00
5+00
CONSTRUCT OATEN 846/## ,o
SEE DETAIL 'E" o
2 Will, Aaron - ED BY OTNcRs
_3E7 -'2W/1.1,04 . ° 3-6" 0
•�EX/STING TAR ,4NO 16 -RAVEL WALK
PROPERTY LINE-}
BARNESON AVE. J
7+ 00
{
m
4' •c `B, CONSTRUCT /2' DRIVEWAY.
�aa.-' SEE DETAIL BELOW
-is-a-6" ro /6" SYCAh1lORE TREES/ TO REMAIN -+-a
WMiADJU1TED 1jY OTNGP1p2
0
,,— CONSTRUCT 4' SIDEWALK
tr-r
131 3.5' PICKET
FENCE
V
0
80'
60
/t00
4p
o,
✓�O 00 pt)D DO
6"x 6"; 3' Posrsl To REMA/N --
EX/sT/NG OPEN
7/79.7
D
c 1x1
GRATE DRAIN-2� Q I
�I�l
8+00
O 7+5/ 7 CONFORM To
EL.=29.12 CONFORM
ni EX/STING SIDEWALK.
3/ To REMR/N L/M/T OF WORK
EX/STING clB-.4!_
23 3=6" w,", ADTUsrso trOTNFRS-C $
T- PLRCE 2"x/2". RBOWO0o 1- Hoorn 04R0 �� 1 / //
oo\ I 1 /7.0' t'1
o I 1._20.0' l7
b U1 1 1 30.0' j�
'DI 1 1
0? tI ?
0
4-' HEDGE
PROPERTY L/NE
50'
SEtff DETAIL.
Rt6Nr Maw/
EX/sT/NG GROUND AT PROPERTY LINE
K
w
/80' VERTICAL CURVF
27,00
4.5' HEDGE AND WIRE PINGS
/00'
^o
O
d•
Na
0
3
Fpm
to
O
0
ti
•
G
M
W
PROFILE ON FRONT EDGE OF SIDEWALK
3+00
SCALE: HOR/I. /"=30'
VERT. 1"•4'
/
P
390'
O
ih
CONCRETE
PEPS
EXISTING l"x 4" HEADER, To REMAIN
SCALE 1/.20'
Vow - Cnrc w ,ac.s/N Amp
FENCE DELETE ,Rog, CoMTRl}CT.
$-O" C -C /VIN.
PROPOSED- GRouvo LINE
iV
Ili NI.
0 ^!
n
4.
EXISTING
CURB 14 GUTTER
G» C " REDw000 PosTs
/" x S" REDw000 RA/LE
DETAIL 'A STA. 0+30
SCALE 1"=S'
execs OF S/DE/✓Atk _
EL.•
E. =O €.-
3Z 4S
CONSTRUCT C4TCN BASIN
OYER EX/STING B" CMP,-r
EX/ ma 8"C/7P.
}
REMODEL EX /STING PLANT-
M/X To PROP/DE INLET 7o
CATGN BAD/N
tg
ANt-
PROPERTY 2 /N6
EXIST/NG
CONCR. WALL
PLAN DETAIL 8"
GALE /"r S"
200 VERTICAL CURVE
5+00
441
b
0
OM
d .,
L�W
6+00
F
to
GRADE DIRT To CONFORM
bit A NEAT NIANNER
3'- 6"
r" -
I I
I I
1
I
I
LIIJ __
N
L
6'"x 6 "x 3" Pas rs
To RtfA/N
EX/dr/N6
1'
CONSTR UC
T ?
/2' OR/VEWAYS.2 ,
�Y.E�4T21L
RA To REMR/Ai
8" DR/P/N
CO/VCR.
WALL
80'
7 —CWSgsJUSTE BYOrHERS
EXIST GROUND
TYPICAL SECT/ON
SrR 6 S To %+S/7
PRY cUANr,rr FOR
EXISTING GROUND 2
Limn- Of
TYPICAL
REPLACE EXISTING PI -ANT -Mix dUR-
F4C/NG Wine DFN1E GRgDED PLgNT-
M/XI WHERE REMOVED FOR SIDEWALK
/NS TAL L R T/ON.
E'Xc/VAT/oN
Su®GRMOE PREP,Rgr/ow
SECTION OF SIDEWALK
Srm. 0+30 To 6+50
SCALE- /" = /'
EXIST/N6 CURB % GUTTER r
I
EXISTING FACE SHALL BE
TNoROU6Nly CLEANED To
/N -SURE A GOOD BOND.
CXJTON BASIN FRAME AND
GRATE CgUAL To TNgr ON
SHEET 332, RJR)( FouHoRY Go.
TY'P/CAL d6cT n- DETAIL'S"
SCALE
---4--
/'
1
Ex/srrc 8" C/TP
„„5 -/t -Os -s
0
t9
O1
N
0
tic kJ
033.' ?e
7+00
EX/ST. SIDEWALK
0
U
N
3'- 6"
_4'-0"
as' PICKET
FENCE
cki
EXIST/Na FENCE } NEo6E
ti
„cY
2"x12.11 REDw000
HEADER BORRD. STAKE
WITH REDw000- 2"K 4"-
2'LON6 ON 5'3 CrC.
PLAN OF DRIVEWAY
sante -
"q777-
D.
4" SIDEWALK
t.
FOR ADDITIONAL DETA/LS SEE
STANDARD DRAWING Foie.
RESIDENT/AL DRIVEWAY 8NO
SECT/0w IS OP THE STANDARD
3 PEG IF/CRTIONS
TYPICAL SECTION OF DRIVEWAY
ScALi.--/TM-
BENCH MARK- JO. RAY M• Ili ' fiYA�FTdR �T f ,BARNEjoN /4VE E.=6215
NOTES:
/. ALL WORK SHALL CONFORM TO C/rr STANDARD
SPECIFICATIONS AND STANDARD DRAWINGS UNLEll
OTHERWISE SPEC/F/Eo ON THIS PLsN.
2. DRIVEWAY'S SHALL BE PA/0 Fon Ai SIDEWALK.
3. EXCAVATION SHALL BE REMOVED FROAE THETOB S/TE
Fir No ADO/T/OVAL Cos? To THE Cur.
CONTRACT
"^AWlNG
L..✓ iu
PJJNTS NOT BEARING THIS STAMP ARE
SAN MATEO
OB.OLETE FOR CONTRAtt1'OTHIMES
BARNESON AVE SIDEWALK CONSTRUCTION
SHAFTER ST. TO EDINBURGH Sr
SCALE AS „SHOWN
APPROVED
CITY E
EER
(
BOOK NO. /62
SURVEY BY .T. G.
DRAWN BY P L. H CHK. BY a4, T.
DATE
OCT. 1953
PLAN CASE
DRAWER
2 /8
SHEET
5