HomeMy Public PortalAboutImprovement - 2800 El Camino Real6 5
4
3
2
1
SIGN KEY
SITE NOTES
SIZE
In
0
N
N
O
CO
0
O
rn
0)
0
I
DRAWING No.
'-o"
ISTING STUCCO
BUILDING / (SWK- 1 )
(PET- 4 )
N
(swK— 1 )
(E)
w
z
a
J
(CON- 5
(CON- 3
(DEM- 1
(CON- 7
(MET- 2) I 11
80.66' S 38.32'00" E
2'-1"
0
4" FROM P.L. TO F.O.M.
100.98' N 38.32'00" W
(CON -12 )
(MET- 6
CON -17
(CON -10)
36'-0"
SEE DRAWING C3.0
FOR ALL OFF -SITE
WORK TO BE DONE
EL CAMINO REAL
CON -16
3'-0"
34,-0"
(SWK- 1
ELC- 1
(CON- 6 )
(MET- 5 )
74-
E
7'-O" /
SEE DETAIL D3
FOR ALL LANE
MARKING CHANGES
2'-0" „t7'-10"
CON -12
CON -1
SIGN
(DEM- 7
I
SWK- 1 )
CON- 5 )
(E) FIRE
HYDRANT
(E; "STr
`JUN
QD
(E) WATER N
METER LOCATION
RESET TO SLOPE
OF NEW CONCRETE
APPROACH
LLI
I
I
I
z,
XI
I
SYM
DESCRIPTION
QUAN.
AREA (SQ. FT.)
FREESTANDING I.D. LOGO
1
96" x 57"
TOTAL: 38.0
PRICE SIGN
2
48" x 53"
EACH 17.66
TOTAL: 35.33
O
"SELF-SERVE/MART"
WALL SIGN AT BUILDING
1
18" x 127"
TOTAL: 16.0
"SELF-SERVE/MART"
CANOPY COL. SIGN
4
24" x 96"
EACH 16.0
TOTAL: 64.0
"SELF-SERVE/MART"
WALL SIGN AT BUILDING
1
14" x 208"
TOTAL: 20.22
NOTES
(E) = EXISTING FIELD VERIFIED DIMENSION
ALL NEW LANE MARKINGS AND STRIPES SHALL
BE INSTALLED WITH A THERMOPLASTIC MATERIAL.
ALL EXISTING LANE MARKINGS & STRIPES TO BE
REMOVED SHALL BE °WSICALLY REMOVED FROM
PAVEMENT.
ALL WORK TO LENGTHEN THE LEFT TURN CHAN-
NELIZATION LANE SHALL CONFORM TO CALTRANS
STANDARDS AS SET FORTH IN THE CALTRANS
HIGHWAY DESIGN MANUAL SECTION 405.2.
REFER TO CALTRANS STANDARD PLANS DATED
JAN. 1988 "GENERAL ROAD WORK" DETAIL PAGES
A20 -A, A20 -B AND A20 -C FOR LANE MARKING
DETAILS, FACt A2.4 -D FOR CROSSWALK, &
LIMIT LIME.
ALL WORK IN THE STATE'S RIGHT OF WAY SHALL
BE IN ACCORDANCE WITH CALTRANS' STANDARD
PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS.
I
I
SITE-)
LANE MARKING LEGEND
CONCRETE GUTTER
FACE OF CURB
NEW H.C. RAMPS PER CITY
OF SAN MA -TO & CALTRANS
FACE OF CURB - -CONCRETE
250'-0"
MEDIAN TAPE1<'
EXISTING CHAIN
LINK FENCE
90'-- 0"
EXISTINC TAPER
"o cc;
30' 30'
7
)
,yy 75'-0" • • •
"IEXISTING STACKING AA
30'
80'--0"
NEW
3 )
STACKING AREA
NEW TAPER
CROSSWALK & LIMIT LINE, PG. A24 -D
MEDIAN LINE DETAIL 29, PG. A20 -C
CHANNELIZING LINE DETAIL 38, PG. A20 -C
FtMCVff. OXISiI Ill LEFT -417k, Aim
PHYSICALLY REMOVED EXISTING LINES AND
PAVEMENT MARKERS
EXISTING CHANNELIZING LINE
INSTALL T rn III (L) A•lcrf CkJ
N
2' O"
STATE R.O.W. 100'
STATE RIGHT OF WAY
- SOUTHBOUND
EL CAMINO REAL (HWY 82)
NORTHBOUND
STATE RIGHT OF WAY
LENGTH OF TAPER -FEET
A=0'
BB= 2.75'
CC= 8.25'
DD= 11.0'
DIVISION 2 -SITE WORK (
(swK- 1 ) PLANTER (TYP OF 4) SE SHEET L-1
(SWK- 2 ) A/C PAVING
DIVISION 2 -DEMOLITION (DEM)
(DEM- 1 ) BUILDING, FOUNDATION A D EXISTING SIDEWALK
(DEM- 2 ) DISPENSER ISLAND (TYP F 2) DISPENSERS
AND ALL ASSOCIATED PI ING
(DEM- 3 ; CANOPY
(DEM- 4 ; WASTE OIL TANK, AND A L ASSOCIATED PIPING
(DEM- 5 ) TELEPHONE BOOTH AND ONCRETE PAD
(DEM- 7 ) PLANTER CURBS AND LAINDSCAPING (TYP OF 4)
(DEM- 8 ) SIGN & LIGHTS
(DEM-10) CRASH POST
DIVISION 3 -CONCRETE (CON)
(CON- 1 ) H.C. RAMP
(CON- 2 ) RAISED CONCRETE WALK
(CON- 3 ) CONCRETE SLAB FOR RE USE ENCLOSURE
(CON- 4 ) CONCRETE SLAB. SEE J-
(CON- 5 ) CONCRETE PLANTER CUR
(CON- 6 ) CONCRETE PAD FOR ELEI
(CON- 7 ; DRIVE SLAB
(CON- 8 ) DISPENSER ISLAND (TYP
(CON- 9 ) CONCRETE APPROACH P
STANDARDS SEE DETAIL
.0
TRICAL SWITCHGEAR
OF 4)
CITY OF SAN MATEO
B2
Q3L1.)
(CON -10) CONCRETE APPROACH PER CALTRANS STANDARDS
(CON -11 ) PRECAST CONCRETE SPLICE BOX (TYP. OF 2)
(CON -12) CONCRETE SLAB
(CON -16) CATCH BASIN
(CON17)CONCRETE SWALE (TYP. OF 2). SEE
(CON -18) OFF SITE CATCH BASIN. SEE
DIVISION 5 -METALS (MET)
(MET- 1 ) MINI MART & CASHIER BLDG
(MET- 2 ) STEEL CANOPY W/TILE FASCIA
(MET- 3 ) STEEL CANOPY COLUMNS (TYP. OF 4)
(MET- 4 ) STEEL PIPE CRASH HOOP (TYP OF 4)
(MET- 5 ) STEEL PIPE CRASH POST (TYP OF 7)
(MET- 6 ) METAL REFUSE ENCLOSURE W/ METAL
DOORS SEE C-10.1 FOR DETAILS
DIVISION 9 FINISHES (FIN)
(FIN- 1 ) PAINTED STRIPES FOR PARKING
(FIN- 2 ) PAINTED STRIPES & H.0 SYMBOL FOR
ACCESSIBLE PARKING SF ACE
DIVISION 11-EOUIPMENT (EOP)
(EQP- 1 ) AIR -WATER TOWER
DIVISION 13 -PETROLEUM (PET)
(PET- 1 ) RELOCATED (E) DOUBLE WALL UNDERGROUND
STORAGE TANK (TYP OF 2)
(PET- 2 ) TANK FILL (TYP OF 2)
(PET- 3 ) REMOVE (E) DOUBLE WALLED STEEL UNDER-
GROUND STORAGE TANK & REUSE (TYP OF 2) SEE PET -1
(PET- 4 ) VENT RISER (TYP. OF 2:
DIVISION 16 -ELECTRICAL, (ELC)
(ELC- 1 ) ELECTRICAL SWITCHGEAR CABINET
10/26/90
09/06/90
07/25/90
06/01/90
05/14/90
03/30/90
I‘t-VIS?O I t� CAL flN �F1 1\F`F IENTS
FINALIZED FOR BID
A
B
C
FINALIZED FOR BID
REVISED PER CALTRANS REQUIREMENTS
REVISED PER CALTRANS REQUIREMENTS
REVISED FOR BUILDING PERMIT
FINALIZED FOR STEEL DESIGN
MARK
DATE
PALE/STONE/REVISIONS
M1AL
SITE
PLAN
UNOCAL ® as..
2661
2800 EL CAMINO REAL & 28TH AVE.
SAN MATEO, CALIFORNIA
ROBERT H. LEE & ASSOCIATES, INC.
ARCHITECTURE ENGINEERING PLANNING
900 LARKSPUR LANDING CIRCLE. 31E. 125, LARKSPUR CA. 94939 • (415) 461-5890
BRIAN F. ZITA, ARCHITECT JAMES H. RAY, CIVIL ENGINEER
RFL NEYES
NRIAL
DATE
PRELIMINA
2Y
PLANNING
STEEL BID
BLDG PERMIT
BAM
BAM
09/24/90
05/08/90
09/24/90
DATE 05/31/89
DRAWN BY CDH
GENERAL BID
PERMIT REV'S
BFZ
RHL NO. 1486.00
D6 SITE PLAN
1"=10'-0"
CROSSWALK AND LANE MARKINGS
1"=30'--O"
MO
SHEET 13 OF 60 D
2-06 - 72