HomeMy WebLinkAboutC101 GENERAL INFORMATION PLANC101
GENERAL INFORMATION
PLAN
1.REV. PER TAC CMNTS 7/17/2019
2. REV. PER CARMEL ENG 10/15/2019
3. REV. PER CARMEL ENG 11/5/2019
AF
AF
AF
AF AF KG
7
1
2 WORKING DAYS BEFORE YOU DIG.
"IT'S THE
LAW"
Know what's below.
before you dig.Call
R
PARKING DATA
STANDARD SPACES:
ADA SPACES:
TOTAL SPACES: 8
DEMOLITION NOTES:
GRADING NOTES:
1) Earthwork & grading shall not start until erosion control measures have been properly installed.
2) 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.
3) Provide positive drainage that assures no ponding in all areas. After installation, contractor to test for, and
correct, in any, standing water conditions are present.
4) All proposed spot elevations are the final pavement and grade elevations. See appropriate details and
specifications to determine the subgrade elevations below finish grade elevations for construction.
5) All sanitary manholes in non-paved areas shall be 3" above grade.
6) The maximum slope to be used in non-paved areas shall be 3:1.
7) All A.D.A. parking spaces & access aisles shall be level with surface slopes not to exceed 2% (1:50) in any
direction as which to comply with A.D.A requirements.
8) All sidewalks cross slopes shall not exceed 2% (1:50) unless noted otherwise.
9) Provide smooth transitions from new areas to existing features as appropriate.
SURVEY NOTES:
1) The utilities indicated on these construction plans and on the survey may not be a compete inventory of all
existing utilities currently on or near the site. The size and location of these utilities may be approximate. The
engineer shall not be held liable for any inaccurate utility information indicated, or not indicated on this survey.
2) Topographic information provided herein was obtained by field work performed by another firm and provided to
Fritz Engineering Services, LLC. Fritz Engineering Services, LLC shall not be responsible for any existing
conditions shown within this set of plans.
1) It shall be the responsibility of the contractor to remove any materials and/or structures not located on this
survey.
2) It shall be the responsibility of the contractor to verify all existing utilities and their locations pertaining to their
phase of work, and to verify which utilities will be removed by the utility company. Any and all utilities not
removed by the utility company shall be removed by the contractor.
3) Utility locations shown are approximate and shall be relocated and/or capped at the Right-Of-Way line and
abandoned before construction at no additional cost to the owner.
4) The owner gets the first right of salvage.
5) All demolition material not being salvage shall be properly disposed of offsite by the contractor.
6) The contractor shall obtain all demolition permits required by the local and state agencies.
7) The contractor shall maintain streets and shared drives free and clear of sediment and debris.
8) The contractor is responsible for the protection of all existing utility lines unless otherwise stated.
9) Contractor shall coordinate all temporary shut down of existing utility services with the appropriate utility
department, owner, authority, etc.
10) Contractor shall coordinate any necessary street or drive closures required.
SITE/LAYOUT NOTES:
1) See architectural plans for all building dimensions. Any dimensions shown herein shall be considered
conceptual.
2) All dimensions are to edge of pavement or face of curb, unless noted otherwise.
3) All dimensions are to face of brick or facing material, unless noted otherwise.
4) All parking area stripes are to be 4" white paint. Handicapped parking areas and access aisles shall be 4"
blue paint.
5) Provide smooth transitions from new areas to existing features as appropriate.
6) The edge of existing asphalt pavement shall be properly sealed with a tack coat material in all areas where
new asphalt pavement is indicated to join existing pavement.
7) Provide chamfer ends at curbs.
8) Verify sign locations & sign requirements with local governing municipality.
RCP
IE/INV = INVERT ELEVATION
= REINFORCED CONCRETE PIPE
HDPE = HIGH DENSITY POLYETHYLENE PIPE
SSD = SUB-SURFACE DRAIN
MH
STR
RD&UE
D&UE
SD&UE
SAN
HC
ME
STM
ROW
MPE
TYP
PR
EX
R
B-B
= MANHOLE
= STRUCTURE
= REGULATED DRAIN AND UTILITY
EASEMENT
= DRAINAGE AND UTILITY EASEMENT
= SANITARY, DRAINAGE, AND UTILITY
EASEMENT
= SANITARY SEWER
= HANDICAP RAMP
= MATCH EXISTING
= STORM SEWER
= RIGHT OF WAY
= MINIMUM PAD ELEVATION
= TYPICAL
= PROPOSED
= EXISTING
= RADIUS
= BACK TO BACK
= SANITARY EASEMENT
= WATER AND UTILITY EASEMENT
SE
W&UE
= RIM / TOP OF CASTING
= TOP OF CURBTC
RIM
= GUTTERGUT
= NORMAL POOL
= ELEVATION
NP
ELEV
LF = LINEAR FEET
UD = UNDERDRAIN
EXISTING CONTOURS
FLOW ARROW
PROPOSED CONTOURS785
785
TEMP. FLUSH HYDRANT
BLOW-OFF
WATER METER
REDUCER
THRUST BLOCK
M.J. SLEEVE
PLUG
CROSS
FIRE CONNECTION
M
T
CO
POST INDICATOR VALVE PIV
FLH
R
AC
TV
TV
C
E
EM
E
E
FM
F
G
G
GW
GP
HH
LS
M
G
PV
PT
S
SV
ST
D
TB
T
T
TR
FG
W
W
WW
WV
GV
SECTION MONUMENT
BENCHMARK
ROW MONUMENT
PROPERTY MONUMENT
STAND PIPE
POST
AIR CONDITIONER
STORAGE TANK
FOUNTAIN
SHRUB
STUMP
SATELITE DISH
ANTENNA
COAL CHUTE
GUY WIRE
SIGN
CROSS LIGHT
GROUND LIGHT
FLAG POLE
MAST ARM POLE
GREASE PIT TANK
UTILITY POLE
STRAIN POLE
POWER POLE
LIGHT POLE
TELEPHONE POLE
GUY POLE
TELEPHONE BOOTH
TELEPHONE RISER
TELEPHONE MANHOLE
CABLE RISER
CABLE MANHOLE
LOOP DETECTOR
LOOP DETECTOR HOUSING
SANITARY MANHOLE
WET WELL
LIFT STATION
FORCE MAIN MANHOLE
CLEAN OUT
COMBINATION MANHOLE
STORM MANHOLE
CURB INLET
CATCH BASIN
DROP INLET
END SECTION
FLAP GATE
DOWN SPOUT
FIRE HYDRANT
WATER MANHOLE
WELL
WATER MATER
MONITORING WELL
WATER VALVE
SPRINKLER VALVE
SPRINKLER
WATER SPIGOT
GAS MANHOLE
GAS STORAGE WELL
GAS METER
NATURAL GAS WELL
GAS VALVE
PROPANE TANK
PETROLEUM TEST WELL
PETROLEUM VALVE
TRAFFIC MANHOLE
HAND HOLE
CONTROLLER CABINET
TRAFFIC SIGNAL
ELECTRIC MANHOLE
ELECTRIC RISER
ELECTRIC METER
TRANSFORMER
ELECTRIC OUTLET
SEPTIC TANK
BARB-WIRE FENCE
WOOD FENCE
RAIL WOVEN FENCE
CHAIN-LINK FENCE
IRON FENCE
PRIVACY FENCE
T T T T T GUARD RAIL
FLOW LINE
TREE/SHRUB LINE
TV CABLE TV LINE**
E ELECTRIC LINE**
FO FIBER OPTIC LINE
FM
STORM SEWER
G
SANITARY SEWER
T
FORCE MAIN
W
GAS LINE
TELEPHONE LINE**
WATER LINE
**PREFIX FOR UTILITY LINES:
UG - UNDERGROUND
OH - OVERHEAD
TC:XXX.XX
BC:XXX.XX
XXX.XX
XXX.XX H.P.
XXX.XX L.P.
:XXX.XX
TW:XXX.XX
BW:XXX.XX
FLOW LINE ELEVATION
SPOT ELEVATION
HIGH POINT ELEVATION
LOW POINT ELEVATION
TOP/BOTTOM
CURB ELEVATION
TOP/BOTTOM
WALL ELEVATION
ME - MATCH EXISTING GRADE
TV CABLE TV LINE**
E ELECTRIC LINE**
FO FIBER OPTIC LINE
FM
STORM SEWER
G
SANITARY SEWER
T
FORCE MAIN
W
GAS LINE
TELEPHONE LINE**
WATER LINE
**PREFIX FOR UTILITY LINES:
UG - UNDERGROUND
OH - OVERHEAD
HYDRANT
VALVE
TEE
ADAPTER
BEND
TRANSFORMER PAD
RELOCATED ELECTRIC/TELEPHONE POLE
SIGN
HANDICAP PARKING
CLEAN OUT
STORMTECH STORM CHAMBER
SANITARY MANHOLE
STORM MANHOLE
STORM COMBINATION INLET
STORM GRATE INLET
STORM BEEHIVE/YARD DRAIN
STORM END SECTION
BMP/AQUA-SWIRL
> > > > > FLOW LINE, PAVEMENT
FD FOUNDATION DRAIN
UD STORM UNDERDRAIN
8''W
SUB-SURFACE DRAIN
STORM STRUCTURE NUMBER###
FLOW LINE, SWALE (GRASS)
NOTE: PARKING DATA PROVIDED ABOVE
INCLUDES ONLY AREAS OF PROPOSED
CONSTRUCTION AND/OR RE-STRIPING.
SOIL MAP
THE BROOKSTON SERIES CONSISTS OF VERY
DEEP, POORLY DRAINED SOILS FORMED IN
AS MUCH AS 51 CM (20 INCHES) OF SILTY
MATERIAL AND THE UNDERLYING LOAMY TILL
IN DEPRESSIONS ON TILL PLAINS AND
MORAINES. SLOPE RANGES FROM 0 TO 3
PERCENT.PERMEABILITY IS MODERATE IN
THE SUBSOIL AND MODERATELY SLOW IN
THE UNDERLYING MATERIAL. SUBJECT SOIL
DOES NOT PRESENT ANY FORSEEABLE
LIMITATIONS TO THE PROPOSED
DEVELOPMENT.
THE CROSBY SERIES CONSISTS OF VERY
DEEP, SOMEWHAT POORLY DRAINED SOILS
THAT ARE MODERATELY DEEP TO DENSE
TILL. CROSBY SOILS FORMED IN AS MUCH AS
56 CM (22 INCHES) OF LOESS OR OTHER
SILTY MATERIAL AND IN THE UNDERLYING
LOAMY TILL. THEY ARE ON TILL PLAINS.
SLOPE RANGES FROM 0 TO 6 PERCENT.
PERMEABILITY IS MODERATE OR
MODERATELY SLOW IN AND ABOVE THE
ARGILLIC HORIZON, AND SLOW OR VERY
SLOW BELOW THE ARGILLIC HORIZON.
PROJECT NO.
CHECK: DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.
PE10707583 OO14020 Mississinewa Drive
Carmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717
www.Fritz-Eng.com
PRELI
MINA
RY
NOT FOR
CONST
R
UCTI
O
N
Fritz Engineering
Services, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5
QUICK LUBE
TAKE 5 INDIANA, LLC
10884 GRESHAM PLACE
NOBLESVILLE, INDIANA 46060
5/16/2019
1904001
9799 MICHIGAN RD.
CARMEL, INDIANA 46032
HAMILTON COUNTY
S7, T17N, R3E
SHEET NAME
SHEET NO.
DE = DRAINAGE EASEMENT
02/19/20