HomeMy WebLinkAboutV-77-01 Dan Young Chevrolet Master Plan pg. 40
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RIGHT OF
WAY MARKER
PLAN NOTES:
42'x60 CMP
I
CITY OF CARMEL
(RIGHT OF WAY GRANT)
EASEMENT BOOK 2, PAGE 966
EXISTING DITCH
ONIMINOMI
REMOVE EXISTING PAVEMENT BASE. INSTALL NEW TOPSOIL AND SEED.
REMOVE EXISTING CONCRETE CURB.
NEW 6" CONCRETE CURB.
NEW ASPHALT PAVEMENT PER CITY OF CARMEL STANDARDS SPECIFICATIONS.
EXISTING SIGN FOUNDATION TO BE REMOVED.
NEW COMPLEX SIGN, SEE ARCHITECTURAL PLANS.
NEW CONCRETE CURB GUTTER, SEE ARCHITECTURAL SITE PLAN.
NEW CONCRETE BLOCK WALL, SEE ARCHITECTURAL SITE PLAN.
NEW CONCRETE CURB TURN OUT.
NEW CONCRETE CURB ISLAND, SEE ARCHITECTURAL SITE PLAN.
NEW GREETER BUILDING, SEE ARCHITECTURAL PLANS.
(EXISTING
CONCRETE)
30 MPH
SIGN
a_
U
A
(EXISTING
CONCRETE)
0
42'x60" CMP
12" RCP
0
(EXISTING
CONCRETE)
1
0
RIGHT OF
WAY MARKER
EXISTING ROAD
STANDING CURB
3 -O"
PLAN
(EXISTING
ASPHALT)
0
Y
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I
0
I g
r
(EXISTING
ASPHALT)
EBAR TRAFFIC SIGNAL
FOUND CONTROL BOX
0 4)
EXISTING
INLET (EXISTING
CONCRETE)
12'
(EXISTING
CONCRETE)
(NC' 7CALE_
12'
(EXISTING
ASPHALT)
0
TRAFFIC SIGNAL LIGHT LINE
D
Y
0
0
45'R
15'R XI IN
TRAFFIC
MANHOLE
6'
PAVEMEN�
T
0
1O 'R REBAR
FOUND
1
INLET
TRAFFIC SIGNAL
MANHOLE
TRAFFIC SIGNAL
CONTROL BOX
6"
R1.5
171 I
P P v P EARTH
P BACKFILL
P -E P P P
P
q P P
1 P P V
1 1 -f —r I I
TR /FFIC SIGNAL
CONTROL BOX
II
TOPSOIL
EXISTING
GROUND
2 2"
42'x60" CMP
PLEASE CALL "HOLEY MOLEY"
1- 800 382 -5544
TOLL FREE
N. N. N a N. N N. 1 H.A.C. 1 1 SURFACE
'fY
III III -1 11 -1 11 -1 I ICI I I I I 1 =I I .II I -1 I I-1 I E
1HAF
77
COMPACTED SUBGRADE
CAUTION!!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
7-
RIGHT OF
WAY MARKER
dri
9 H.A.C. #5D BASE
(3 LIFTS)
6 #53 STONE
s
4111.111110111110 0.1111■■
SCALE: 1 30'
0 1 5' 30' 60'
GENERAL NOTES:
1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND
APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH
ALL RESPECTIVE UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL
RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN
DEPTH.
6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THIS PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS
AND PLATS FOR EXACT INFORMATION.
10) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT.
U
0
Co
IMBI
I I
LEGEND
EXIST. FIRE HYDRANT
EXIST. WATER METER
EXIST. WATER VALVE
EXIST. YARD SPIGOT
EXIST. MONITOR WELL
EXIST. IRON PIN OR PK (SET /FOUND)
EXIST. GAS METER
EXIST. GAS VALVE
EXIST. STORM INLET
EXIST. ELECTRIC METER
EXIST. POWER POLE
EXIST. POWER POLE W /LIGHT
EXIST. POWER POLE W /TRANSFORMER
EXIST. LIGHT POLE
EXIST. GUY ANCHOR
EXIST. TELEPHONE PEDESTAL
EXIST. MANHOLE
EXIST. CLEANOUT
EXIST. SANITARY SEWER LINE
EXIST. STORM SEWER LINE
EXIST, CONTOURS
PIPE END SECTION
MAILBOX
PARKING BUMPER
RIGHT -OF -WAY LINE
SWALE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED PIPE BOLLARD
PROPOSED MANHOLE
PROPOSED CONTOURS
PROPOSED ELEVATION
DRAINAGE FLOW ARROW
WATER LINE
GAS LINE
FINISH FLOOR ELEVATION
TOP OF (MANHOLE INLET) CASTING
INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET)
REINFORCED CONCRETE PIPE
CORRUGATED METAL PIPE
POLYVINYL CHLORIDE PIPE
STRUCTURE
MATCH EXISTING GRADE
SUB SURFACE DRAINAGE
TOP OF CURB
GUTTER
OVERHEAD ELECTRIC /TELEPHONES LINES
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
OVERHEAD TELEPHONE
TEMPORARY BENCHMARK
LIMITED ACCESS RIGHT -OF -WAY
PLANS PREPARKD FOR:
OPTIMA ARCHITECTS
ONE NORTH MERIDIAN STREET
SUITE 1010
INDIANAPOLIS, INDIANA 46204 -8087
TELEPHONE: (31'7) 951 -1010
FAX: (31'7) 951 -1213
PLANS PREPARED BY:
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, III 46280
TELEPHONE: (317) 846 -6611
CONTACT PERSON: DARRELL PHILLIPS
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ALLAN H. WEIHE
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