HomeMy Public PortalAbout400 East 4th Avenue Site ImprovementsINSTALL NEW CITY STD. COMMERCIAL DRIVEWAY APPROACH PER
CITY STD. PLAN 3-1-148 (25'.wloa)
REMOVE AND REPLACE EXISTING DRIVEWAY APPROACH PER CITY
STD. PLAN 3-1-148
CONSTRUCT CURB RAMPS PER STATE STD. DRAWING NO..NSP A88
REMOVE & REPLACE EXISTING STREET LIGHT PER CITY STD. DWG. 3-1-160, I((
NEW LIGHTS SHALL se 251 TALL, 150 WATTS) HPSV WITH AN S'LONO MOUNTING ARM.
INSTALL STREET TREE PER CITY STD. DWG. 3-1-847
DETAILS 207, 208 AND 210
EXISTING POWER POLE AND GUY ANCHOR TO BE REMOVED
EXISTING FIRE RISER / AUTO SPRINKLER TO BE REMOVED
INSTALL "RIGHT TURN ONLY" SIGN ( STATE STD. R41 )
INSTALL 2' X 2' AREA DRAIN, SANTA ROSA TYPE MODEL "2K"
WITH TRAFFIC RATED GRATE COVER OR APPROVED EQUAL
INSTALL New eT1Mti LIGHTS Fem. cITY STD. DwG. 3-1 -IGO 0.1 I/64.
JEW LIGHTS SHALL SE 25'TALL, ISO WATTS, NPtV WITH AN 8' LONG MOUNTING ARM
L seN1D
,C/N/SH ,cLoo/z
G/2AOE e e,EAK
H /e/ /=O /I,/ 7
NROPOS,ao COA/TOU/2
CITY STANDARD I°LAN
PULL BOX
5TREET L /GHT CON,OU/T
G Lite 7AeBLE
NO.
/le
a
L
c /
5.00'
90°O2'09"
7 80'
C2
5. oo'
45°0o'Oo"
3.99'
03
5- 24'
45°00'00"
4.12'
c4
/o.00'
9O°02'Oo"
/5.7/'
NOTE: THE EX/5T/Ns TOPOGgAPH/C /NFORMA7/ON
,5/40W ON TN/S orAIN/NG WAS TAKEN FROM
PLANS / eEPA,EE',D ,e >' "EL H CIVIL ENG/NEEeS"
. DATED iz/B2 48/2//95 TN.e coNT/eAc7-o& 6/4,4 LL
NOT/FY TH,E ENG/MeE,C /MMED/ATELY /F THERE
/5 A D/SCzEPANCY ,BETWEEN 7,1115 PLAN AND
ACTUAL F/LD COMO/T/ON.
GRADING 4 DRAINAGE PLAN
rEoS2SEN rrOP,ERT y
400 EAST FOUR H AVENUE
CITY OF SAN MATED, CAL/PORN/A
AS BUILT
0
0
N-
0
ti
N
SAWCUT AND MATCH -
EX/ST. 5/DEWALK
PROPO5E0
HANDICAP /?AMP
ADJUST MANHOLE
RIMS TO NEW GRADES
`titi`\�.
1 . 1
(/ 5.7±) /NV. `u
/2"5.5
7'
2% b
11
(is.8 *) INV. 1„,1
/2"55
S'
E X/5 T. 4"CONC.
S/DE WA L K
INSTALL
CONCRETE
/DEWALK
2"
/"" -
21.31 TG
20.01 FL
STA. 04-51
NOR. /"= 4:'
VEK. /".r/O' t `\
(to.7±')INV. 1
/0"5 s
23'
PROPOSED
C. RAD.E
3 (0%
f
21.2(0
20.16
I
[3W
NEW CURB, GUTTER
AND SIDEWALK
1
CONFORM LINE
10.10'
MIN.
ADJUST MANHOLE
RIMS TO NEW
GRACE.
I 1
1 I
' (/5.75)/NV
27"50
l ' 1
I �
(12.8 ±) /NV.
/0".55
4.
rN
\.-
C17-
91/2"A.C. overt
I3"CL. U AGG • BASE
STA. 0+74±
1/C1R: /',= 4'
vat. / "=/o'
(/o.3t)INV. Avr
/O"ss
S'
-63
2'
4,,
i
4'
SAWCUT 4/SQUARE
AND REMOVE
EXIST CONC. To
ACCOMODATE
TREE WELL.
II3
COMPACTED
5115GRAOE
3"CLASS ZI
AGG ,BASE
I/210 x /2"
SLIP DOWELS
AT 3'O.C.
FOU/TH AVENUE
I
TYPICAL SECTION (No SCALE)
EXIST.
0.10'
MIN.
r\
1
\J (/2.G+)INV.
/0"55
EXIST. CU/CB
AND GUTTER
Ii.
7'
2'/ 0
7
I
(15.5±)INV. \✓i
/2"SS
EXIST
.SLOG.
r)
N
L�%
3.3'±
PROP05eD 25' WIDE
Pw
FIFTH
23'
PROPOSED
DJI vE w,, y
'/2uA.C. OVER
I S"CL. U AGG. SASE
STA• 1NOR.
VAR. /"= /O'
(q.s±) /Nv ICI (/
2
rjT
3V2"A.c. ovER
IS"CL.II AGG. ,PASS
Iq.(o2
19 12
'H
1/49
EXIST
GIRAoe
q. o�
.2
(\
I
st)INV\✓I
7"SD
Hoe. /".=4'
VER. /"=/O' -.
4'
1\
(8.8±)INv.'3
(,\
(
('5.3±)rwv.
27"SD
5AWCUT AND
REMOVE Merlon/
OF SIDEWALK
TO ACCOMODATE
PLANTER.
L
5,4 WcLT 4'SQUARE
AND REMOVE
EXIST CON..
TO ACCOMODATE
TREE WELL.
EX/ST CONC.
'S IDE: WA L /C
TO REMAIN
SW
EXIST. DRIVEWAY
TO SE REMOVED
(TYPICAL)
`1>PIZOPEKTY LINE
"IC
ss
it- NEW FACE OF CURB
(^\
(12.ot)INv\j
10" Ss
(Il-rot)iNv. ,I
10"55
0O SOUTH CLAREMONT STREET
TYPICAL SECT/ON (NO SCAL-)
2.
AVENUE
I�
CO
0
KIM TO NEW GRADE
0.10'
MIN.
Tc
FL
45W
MH
G. B.
(00.00)
100.00
A.C.
NOTES:
PROPOSED
HANDICAP RAMP
SW
CONFORM LINE
(/4.5±)INV.
/2"as
I I
03.G_±)//vv.
/2"G S
L�G,SNC7
To op cu12F
FLOW L//V,e
PACK OF WALK
EX/5T. MANHOLE
GRADE ,BREAK
EX /ST GRAD&
PEOPOSEC GeAOE-
ASI°1,'ALT coNc,eETE-
23'
3'/2"A.C. OVER
13"CL; H AGG. SASE
STA. 2+I8±
Hog. /"= 4' ^\
VER. /"=/O' (
(7.°l±)
/0 ".5
23/
T
g)
CUT
/T
I \
I 1
(/5./±)wv. \ V
24 -"So
STA• 2t70±
NOR. /11=4/
VER. /"= /O'
I^\
(7.1±) INV 1-,
/O"SS
SAWCUT AND MA CH
EX/5T 5/DEWA K
1211
7a
/EXISTING
CATCH BASIN
ro as REMOVED
10"
I ', 1
(/t o±)INV. \J
/0"ss
WEDGE CUT
\
(15.0-'')INV. \ J
24"50
(7\
(10.6±)/W v Iv(
/O"SS
X157" A.C. L
PAVING
RECORD DRAWINGS
1. ALL NON -METERED ON -STREET PARKING SPACES FRONTING THE
PROJECT SITE SHALL BE POSTED FOR 2 -HOUR RESTRICTED PARKING. NEW
POLES AND SIGNS SHALL BE INSTALLED BY THE APPLICANT AT ADEQUATE
SPACING (150' MAXIMUM) FOR ENFORCEMENT PURPOSES. IN ADDITION, THE
TWO (2) ON -STREET PARKING SPACES ON S. CLAREMONT STREET,
IMMEDIATELY SOUTH OF THE LOADING ZONE, SHALL BE POSTED AS A
LOADING ZONE BETWEEN THE HOURS OF 7:00 A.M. AND 11:00 A.M. SEVEN
(7) DAYS A WEEK. EXACT LOCATION OF THE POLES AND WORDING OF THE
SIGNS SHALL BE APPROVED BY THE CITY ENGINEER.
2. THE APPLICANT SHALL SUBMIT A SITE PLAN AND LOADING PLAN
INDICATING THAT THE PROPOSED LOADING ZONE ON SOUTH CLAREMONT IS
AVAILABLE ONLY FROM 7:00 P.M. TO 12:00 MIDNIGHT AND 7:00 A.M. TO
11:00 A.M., SEVEN DAYS A WEEK.
03-27-'5T8
MIN
O. 10
M IN.
3
1
0
U)
t/
01
'h
CLAREMONT
CKOS5 SECT/ON NOTE:
SIZES AND INVERT ELEVATIONS
OF EX/ST/N6 UNDERGROUND
UTILITIES ON FIFTH AVENUE
CROSS SECTIONS ARE NOT
BRAWN To SCALE.
5'
IIt
EX/ST CONC. Cues,
GUTTER CI SIDEWALK
/2A/L 20AD AVENUE
TYPICAL SECTION (No scALe) ►�/
2-12-2/
— Pe;e CITY COMME=NTS
VPG II-2/-`f(o
Izev. CE SC/ /&TION
e Y PATE
PLAN AND CROSS SECT/DNS
ALONG FIFTH AVENUE
PE,DEg5EN PROPERTY
400 EAST POU.erH AVENUE
CITY OP SAN MATIEO CAL/PORN/A
PREPARED FOR' KENT W000ELL
[M acILEOO D AND SSOO CDATC S9 O lCC .
CIVIL ENGINEERING • LAND SURVEYING
930 TANKLAGE RD. • SAN CARLOS • CA 94070 • (415) 593-8580
DRAWN BY: l/PS SCALE: /"=/O'
CHECKED BY: CSM DATE: /0 -23 -°)Co
1R ACED BY' APP'D.
DRAWING NO.
843-95 C
SHEET 2 OF 2
AS BUILT