HomeMy WebLinkAboutItem 6h. Attachment B - Project Plans (Specification No. 2091294)_High Resolutionabbreviations
AB AGGREGATE BASE
AC ASPHALT CONCRETE
ADA AMERICAN DISABILITIES ACT
AP ANGLE POINT
BC BEGIN HORIZONTAL CURVE
BMP BEST MANAGEMENT PRACTICE
℄CENTERLINE
Cl CLASS
Conc CONCRETE
DIA.DIAMETER
EC END HORIZONTAL CURVE
Elev ELEVATION
EP EDGE OF PAVEMENT
Exist EXISTING
FG FINISH GRADE
FL FLOW LINE
FP FINISHED PAVERS
ft FOOT OR FEET
GR GRATE
HMA HOT MIX ASPHALT
HP HINGE POINT
INV INVERT ELEVATION
LF LINEAR FOOT
LT LEFT
MAX MAXIMUM
Min MINIMUM
NB NORTHBOUND
NTS NOT TO SCALE
O.D.OUTSIDE DIAMETER
OG ORIGINAL GROUND
(P)PROPOSED
PCC PORTLAND CEMENT CONCRETE
P/L PROPERTY LINE
P.O.S.POINT OF SERVICE
R RADIUS
RCP REINFORCED CONCRETE PIPE
RT RIGHT
R/W RIGHT OF WAY
SB SOUTHBOUND
SEG SUBGRADE ENHANCEMENT GEOTEXTILE
Sta STATION
STD STANDARD
SQFT SQUARE FOOT
SW SIDEWALK
TBC TOP BACK OF CURB
TBW TOP BACK OF SIDEWALK
TC TOP OF CURB
TCE TEMPORARY CONSTRUCTION EASEMENT
Var VARIES
TWLTL TWO-WAY LEFT TURN LANE
CITY OF SAN LUIS OBISPO
PROJECT PLANS FOR
50 HIGUERA STREET WIDENING
Know what's below.
Call before you dig.
VICINITY MAP
N.T.S.
TULARE
INYOFRESNOBENITO
SAN
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ALAMEDA
COSTA
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SAN FRANCISCO
SAN MATEO
MARIN
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LAKE
SIERRA
NEVADA
PLACER
ALPINE
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AMADO
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GLENN BUTTE
PLUMAS
TEHAMA
MENDOCINO
HUMBOLT
TRINITY SHASTA LASSEN
MODOCSISKIYOUDEL NORTE
IMPERIALSAN DIEGO
ORANGE
RIVERSIDE
SAN BERNARDINO
LOS ANGELES
VENTURA
KERN
BARBARA
SANTA
MONTEREY
KINGS
MARIPOSA
TOULUMNE MONO
SAN
LUIS
OBISPO
PROJECT LOCATION MAP
1"=1000'
THE BASIS OF BEARINGS USED FOR THIS SURVEY IS THE LINE BETWEEN
FOUND CENTERLINE MONUMENTS ON SOUTH HIGUERA STREET FROM
THE CENTERLINE INTERSECTION OF BRIDGE AND SOUTH HIGUERA
STREETS SOUTH TO A 6.5' JOG AS SHOWN ON MAP RECORDED IN BOOK
103 OF LICENSED SURVEYS AT PAGES 17-18; THAT BEARING BEING S
01°37'00" W.
THE BASIS OF ELEVATIONS USED FOR THIS SURVEY IS THE CITY OF SAN
LUIS OBISPO BENCHMARK NO. 51-A BEING A LEAD AND TACK IN THE TOP
OF THE EASTERLY CURB OF SOUTH HIGUERA STREET OPPOSITE ELKS
LANE. THAT ELEVATION BEING 154.51' (NAVD 88).
1 8
APPROVED BY
SPECIFICATION NO.
FILE NO./LOCATION
DATE
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Reference Documents:
City Standard Specifications - August 2020 Edition
City Engineering Standards - August 2020 Edition
1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR
PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF
NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS
PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER,
TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.
CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE
APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER,
SEWER, DRAINAGE OR UNDERGROUND FACILITIES.
2.THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE
TIME THE CONTRACT IS AWARDED.
3.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE
PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT, AND
THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND
ENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (REVISED).
general notes:
basis of bearings:
san luis obispo county, california
Brian Nelson
City Engineer
2082T001
03/27/2025
benchmark:
2091294
CIP No. 2091294
END CONSTRUCTION
Sta "H" 21+52
BEGIN CONSTRUCTION
Sta "H" 11+30
TITLE SHEET
TYPICAL CROSS SECTIONS
DEMOLITION PLAN
PLAN & PROFILE
CONSTRUCTION DETAILS
UTILITY PLAN
SIGNING AND STRIPING PLAN
index to plans
page description
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Know what's below.
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