HomeMy WebLinkAboutC1-2T
TV
(asphalt walk)
(asphalt walk)
(grass)
(grass)
(conc)
(6"conc curb)
(depressed)
(24" roll curb)
(6"conc curb)
(asphalt)
(planter)
(brick wall)
(mulch)
conc
(24" conc curb)
(24" conc curb)
(grass)
(conc)
(24" conc curb)
(grass)
(grass)
(24" roll curb)
(planter)
(24" roll curb)
(24" roll curb)
(conc)
(depressed)
(6" conc curb)
(conc)
(grass)
(grass)
(asphalt)
(asphalt)
(asphalt)
(asphalt)
(asphalt)
(grass)
(6"conc curb)
(conc)
basement
steps
metal
box
(conc)
S
AC
AC
EH
EH
TR
S
C
V
N89°55'51"W
S88°26'12"E - 139.60'
S00°00'18"W
17.58'
S89°46'33"E
12.01'
S01°12'23"E
19.52'
N89°49'05"E
10.50'
N00°00'57"E - 155.12'
N89°55'51"W - 177.45'
S00°01'40"W
47.75'
S12°38'50"E - 68.32'
T
TV
(asphalt walk)
(asphalt walk)
(grass)
(grass)
(conc)
(6"conc curb)
(depressed)
(24" roll curb)
(6"conc curb)
(asphalt)
(planter)
(brick wall)
(mulch)
conc
(24" conc curb)
(24" conc curb)
(grass)
(conc)
(24" conc curb)
(grass)
(grass)
(24" roll curb)
(planter)
(24" roll curb)
(24" roll curb)
(conc)
(depressed)
(6" conc curb)
(conc)
(grass)
(grass)
(asphalt)
(asphalt)
(asphalt)
(asphalt)
(asphalt)
(grass)
(6"conc curb)
(conc)
basement
steps
metal
box
(conc)
S
AC
AC
EH
EH
TR
S
C
V
N89°55'51"W
S88°26'12"E - 139.60'
S00°00'18"W
17.58'
S89°46'33"E
12.01'
S01°12'23"E
19.52'
N89°49'05"E
10.50'
N00°00'57"E - 155.12'
N89°55'51"W - 177.45'
S00°01'40"W
47.75'
S12°38'50"E - 68.32'
EXISTING FENCE TO
BE REMOVED
NEW SITE WALL
EXISTING PLANTED
AREA TO REMAIN
EXISTING PARKING LOT
TO REMAIN; RESTRIPE
SPACES
RECONFIGURE EXISTING
SIDEWALK
EXISTING
PLANTINGS TO
REMAIN
EXISTING SIDEWALK
TO REMAIN
NEW DRIVE-THROUGH
CANOPY
EXTG.
7
2
1
ST
ST
ST
ST
ST
ST
ST
ST
ST
VS
VS
VS
F2 F2 F2
F2
F2 F2
F2
F2
R2 R2
R2 R2
R2 R2
15
ST ST
ST
D2
D1
D1
D2
17
17
17
17
CO
E1
E1
E1
E2 E2 E2
E2
1013.24
+.5' AFG
FINISHED FLR.
ELEVTN. 100.0
BW
MEG
TW
TW +.5' AEG
+.5' AEG
TW
+.5' AEG
TW
+.5' AEG
BW
MEG
TW
+.5' AEG
BW
MEG
BW
MEG
MEG
MEG
MEG
MEG MEG
MEG
MEG
ISLAND
+.5' AEG
ISLAND
+.5' AEG
MEG
MEG
MEG
MEG
SLOPE
1/8" PER FT.
LINE OF
NEW CONC.
E2
E2 F2
DIMENSION IS BASED UPON 1" PER 12" SLOPE
DETECTABLE WARNINGS ON WALKING SURFACES.
DETECTABLE WARNINGS SHALL CONSIST OF RAISED
TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9
IN. (23mm), A HIEGHT OF NOMINAL 0.2 IN. (5mm)
AND A CENTER TO CENTER SPACING OF NOMINAL 2.35
IN. AND SHALL CONTRASTS VISUALLY WITH ADJOINING
SURFACES, EITHER LIGHT - ON DARK, OR DARK ON
LIGHT. DOMES TO BE PAINTED WHITE, MATCH STRIPING.
ADA ACCESIBILITY GUIDELINES:
4.29.2 DETECTABLE WARNINGS ON
WALKING SURFACES
DETECTABLE WARNINGS SHALL
BE STYLE AS SELECTED BY OWNER
DETECTABLE WARNING
SEE NOTE
24"
BROOM
FINISH
GROOVES
6" O.C.
36"
GENERAL NOTES
A. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
B. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
C. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
D. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL EXISTING ELEVATIONS BEFORE
CONSTRUCTION BEGINS.
THE CONTRACTOR SHALL PROCURE THE RIGHT-OF-
WAY PERMIT LICENSE AND PERMIT BOND AS REQUIRED
BY THE TOWN OF CARMEL.
E.
SITE EROSION CONTROL PLAN NOTES
DANDY SACK SEDIMENT CONTROL INSTALLED IN THIS EXTG. CATCH BASIN.
SEE DETAIL 8 / C1-2.
1
2 CONCRETE WASH OUT LOCATION. SEE DETAIL 4/ C1-2.
LANDSCAPING NOTES
RESEED AREAS THAT WERE DISTURBED DURING CONSTRUCTION. SEE
AS1-1 SHEET.
1
3" DIA. CORRUGATED HDPE PIPE FROM DOWNSPOUT TO
UNDER SIDEWALK TO DAYLIGHT FLUSH WITH SIDE OF CURB
D1
D2 #4 WASHED STONE 3' WIDE 6' LONG 12" DEEP @ END OF PIPE.
6" CORRUGATED HDPE PIPE FROM CANOPY DOWNSPOUTS TO
EMPTY OUT INTO PLANTING BED.
D3
SITE GRADING PLAN NOTES
SITE UTILITY PLAN NOTES
E1 NEW SITE LIGHT HEAD ON EXTG. POLE. FIELD VERIFY EXTG. CONDITIONS.
NEW SITE LIGHTS. NEW CONDUIT & WIRING. MOUNT IN CONC. BASE . BASE
TO BE 12" DIA. 18" DEEP.
E2
H
Y
D
E
D
WV
B
SANITARY MANHOLE
INLET FLAT GRATE
WATER METER
BOLLARD
TELEPHONE PEDESTAL
WATER LINE
BURIED GAS LINE
BURIED TELEPHONE
SANITARY SEWER
BURIED ELECTRIC
STORM SEWER
ET
CO
GM
WM
T
ST
T
E
C
S
FDC
G
SITE UTILITY LEGEND:
AREA LIGHT
STORM INLET
ELECTRIC METER
GAS METER
CURB INLET
UTILITY POLE W/ DROP
FIRE PROTECTION
CHECK VALVE
WATER VALVE
UTILITY POLE
GUY WIRE
ACCESSIBLE PARKING BOLLARD
SAN CLEANOUT
CURB INLET W/MH
FIRE DEPT CONNECTION
SIGN SINGLE POST
ELECTRIC TRANSFORMER
ELECTRIC BOX
AIR CONDITIONING UNIT
FIRE HYDRANT
TRAFFIC LOOP CONTROL
STORM SEWER MANHOLE
WOOD POST
CABLE BOX
GAS MARKER
TELEPHONE MANHOLE
ELECTRIC HANDHOLE
W
SAN
ST
T AC
SB
EH
TR
BURIED COMMUNICATIONS
C
EM
CHAIN LINK FENCE
1013.24 NEW SPOT ELEVATION
x1012.01
EXISTING SPOT ELEVATION
EXISTING CONTOUR LINE
NEW CONTOUR LINE
TP TELEPHONE PEDESTAL
FP
FIRE LINE
FL
GM
FLOOD LIGHT
tel: 765.649.8477
www.krMarchitecture.com
ANDERSON
INDIANAPOLIS
DETROIT
DRAWN BY
krM JOB NO.
DRAWING NO.
REVISIONS
DRAWING NAME
C1-2
SITE GRADING -
UTILITY & EROSION
CONTROL PLAN
DM
20128
02/12/2021
BID SET
4775 E 126th St Carmel IN 46033
STATE BANK
20128 - CARMEL BRANCH
BID SET
02/12/2021
SCALE: 1" = 10'-0"
1
0 - SITE DRAINAGE - UTILITY & EROSION CONTROL PLAN
SCALE: 3/4" = 1'-0"
2
ADA RAMP 1
SCALE: 1 1/2" = 1'-0"
4
Concrete Washout Dtl.1
SCALE: 1/2" = 1'-0"
8
DANDY SACK CATCH BASIN
05/07/21