HomeMy WebLinkAboutC2 Site Detail PlanEX. SAN. M.H.
3 6.°A;
vkl020.00
2" UTIL.
O STUB
1 0.
o
NEW STORM
STRUCTURE #1
TRASH
ENCLOSURE
WALK -IN
COOLERS
TEE CONNECTION TO
STORM SEWER
PROPOSED
BUILDING
E ORM INLET
00 R2.50
L. F.4.44: R.C.P.
R2.50'
NEW STORM
STRUCTURE #3
EX. 24"
R.C.P.
EX. 24
R.C.P.
R2.50'
CU I NEW ATERAL
CON TION UTILIZ
XIST LATE AL STUB
PO E/E TS.
FTE 8" TER
ETER P INS LL PVB
APPROXIM LOCA+ ION
OF EXISTING W TER NE
PROPOSED
LATERA
CONNECTION
36 00
(2) 1 WATER
ME R PITS 3e
TEE LIN I STAL 3/4" 10111Ski°
SERVI WI 8" TER l
TER •I FROM TEE
FOR 'RIGA I SY M
M
INS 1 LL 2 TER VALVE
W
rd
I SWI OINT FTER
TAP °ROPO
ER LINE
EX. CURB INLET
CUT EXISTING CURB FOR
NEW ENTRANCE, REPLACE.
CURB WITH DEPRESSED
C RB.
CONCRETE SLAB TO HAVE
MINIMUM OF 1% SLOPE TO
FLOOR DRAIN WITHIN
"OPEN -AIR" DUMPSTER
AREA,
T.B.M.
SEE NOTE)
ROOF -DRAIN CONNECTION,
CLEANOUT REQUIRED WITHIN
4 -FEET OF BUILDING. (TYP.)
TIE INTO AREA DRAIN FROM
DUMPSTER AREA.
CUT EXISTING CURB FOR
NEW ENTRANCE, REPLACE
CURB WITH DEPRESSED
CURB.
EMPLOYEE PARKING SPACES PROVIDED 12
CUSTOMER PARKING SPACES PROVIDED 79
HANDICAPPED PROVIDED 4
TOTAL SPACES PROVIDED 95
CONSTRUCTION NOTES
ALL RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED
lO. REINFORCED CONCRETE SLAB FOR DUMPSTER REMOVAL AND DELIVERIES
2. EXISTING FLAT GRATE INLET TO BE REPLACED WITH CURB INLET,
SEE GRADING PLAN FOR GRADING DETAIL CASTING TYPE.
CORE DRILL NEW OPENING FOR 12" R.C.P. INTO EXISTING INLET
SEE GRADING PLAN FOR INVERT DETAIL
0 SET NEW STRUCTURE OVER EXISTING 24" R.C.P., POUR BOTTOM IN PLACE
GROUT BOTTOM TO MATCH FLOWLINE, SEE GRADING PLAN FOR GRADING
DETAIL CASTING TYPE.
5O. CHAIRBACK CONCRETE CURB, SEE DETAIL SHEET FOR SPECIFICATIONS.
6O. POURED IN PLACE 6" VERTICAL CURB, SEE DETAIL SHEET FOR SPECIFICATIONS.
7O. SEE DETAIL SHEET FOR RAMP DETAIL
8O. PROPOSED TRANSFORMER LOCATION TO BE FIELD VERIFIED.
ELEV. 891.03'
UTILITY NOTE
THE UTILITIES SHOWN ARE AS FOUND BY PHYSICAL ABOVE GROUND
EVIDENCE AND UTILITY COMPANY RECORDS, THE EXACT LOCATION
IS UNKNOWN, AND MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION.
BENCHMARK INFORMATION
TEMPORARY BENCHMARK CAPPED REBAR STAMPED "ACE"
AT SOUTHWEST CORNER OF PROPERTY.
NOTICES AND PERMITS
HOLEY VOLEY
SEZ
DO\'T DIG BLIND
EXISTING STORM SEWER
EXISTING SANITARY SEWER
NEW STORM SEWER
NEW SANITARY SEWER
EXISTING CONTOURS
PROPOSED GRADE
PROPOSED GRADE
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
T.C.
W
G
LEGEND
4. ALL STORM SEWERS TO BE PRIVATELY OWNED AND MAINTAINED.
CAUTION
PROPOSED PAVEMENT
EXISTING PAVEMENT
TOP OF CASTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE
CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND
COORDINATION OF ALL CONSTRUCTION WITH THE RESPECTIVE UTILITY COM—
PANIES, PRIOR TO STARTING ANY CONSTRUCTION.
WATER LINE
OVERHEAD POWER
GAS LINE
UNDERGROUND TELEPHONE
UNDERGROUND POWER
GAS VALVE
FIRE HYDRANT
WATER SHUT —OFF VALVE
AREA LIGHT
PIPE BOLLARD
HANDICAP SIGN
PROPOSED ELEC. TRANSFORMER
PROPOSED BLDG. DOWNSPOUT
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.
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves,
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
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
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
REVISION DATES
DATE: 11/20/02
D "N TAT
BY:
CHECKED
BY:
SCALE:
1 30'
FILE: NG 02 -428
JOB 02 -428
NO:
SHEET NO.
3
C2
OF
8