HomeMy WebLinkAboutC010 - SITE PLANTTV
(asphalt walk)(asphalt walk)
(grass)
(grass)
(conc)(6"conc curb)(depressed)(24" roll curb)(6"conc curb) (asphalt)(conc w/canopy) (planter)(brick wall)(mulch)conc(24" conc c
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2
4
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(grass)(conc)(24" conc curb)(grass)(grass)(24" roll curb)(planter)(24" roll curb)
(24" roll curb)(conc) (6" conc curb)(grass)
(asphalt)
(asphalt)
(asphalt)(asphalt)(asphalt)(grass)(6"conc curb)(6"conc curb)(conc)basementsteps36"vinyl fencemetal
box
(conc)
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AC
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VS88°26'12"E - 139.60'
S00°00'18"W
17.58'
S89°46'33"E
12.01'S01°12'23"E19.52'N89°49'05"E
10.50'N00°00'57"E - 155.12'N89°55'51"W - 177.45' S00°01'40"W47.75'S12°38'50"E - 68.32'EXISTING EDGE OF
ASPHALT
EXISTING FENCE TO
BE REMOVED
NEW AREA OF
ASPHALT DRIVE
NEW SITE WALL
EXISTING DRIVE
THROUGH ISLANDS
TO BE REMOVED
EXISTING PLANTED
AREA TO REMAIN
NEW DRIVE
THROUGH ISLANDS
EXISTING PARKING LOT
TO REMAIN; RESTRIPE
SPACES
RECONFIGURE EXISTING
SIDEWALK
EXISTING
PLANTINGS TO
REMAIN
EXISTING SIDEWALK
TO REMAIN
EXISTING EDGE OF
PLANTED AREA
NEW DRIVE-THROUGH
CANOPY
NEW TREE
1
2
3
4
4
5
5
5
11 5
EXTG.
NEW
EXTG.NEW
14
EXTG.
6
7 7 7
94'-1"
9
10
5
STRIPED PEDESTRIAN
CROSSING
ASPHALT PEDESTRIAN
CONNECTION TO
EXISTING PATH
EXISTING MULCHED
PLANTER BED
5'-0"
EXISTING MULCHED
PLANTER BED
2'-0"2'-6"2'-0" 6'-8"2'-0"12
13
2'-0"
SITE PLAN NOTES
ADA RAMP. THIS AREA FLUSH WITH ASPHALT. SCORE
SIDEWALK. SEE DTL. 8 / C1-1.
4" WIDE WHITE PARKING LOT STRIPING.
4" THICK CONC. SIDEWALK W/ CRUSHED STONE AGGREGATE.
EXPANSION JOINTS AS SHOWN. SEE DTL. 1/L5-0.
NEW ASPHALT 1" WEAR COURSE, 2" BINDER COURSE
8" #53 STONE. IN HATCHED AREA.
ALL STEPS OR SIDEWALKS UP TO BLDG. TO HAVE TURN
DOWN SLAB. SEE DETAIL. 6/C1-1.
1
2
3
5
6
8
PATCH EXTG. ASPHALT AROUND NEW CONCRETE
ISLANDS.
4
LIGHT WELL FOR BASEMENT.
7 RETAINING WALL / CURB. SEE DETAIL 7 / C1-1.
METAL TRASH ENCLOSURE. 6' TALL, OPAQUE METAL SCREEN WITH
SWING GATE. REF. ARCHITECTURAL
9
METAL FENCE MECHANICAL ENCLOSURE. 4' TALL. REF.
ARCHITECTURAL
10
ADA SYMBOL, REF. DETAIL11
U-STYLE BIKE RACKS, MOUNTED IN CONCRETE PAD. BLACK
THERMOPLASTIC POWDER COATED.
12
EXISTING GAS METER, PROTECT DURING CONSTRUCTION13
CONCRETE PAVERS, 2 COLORS WITH INSET LOGO14
ASPHALT SURFACE
SAWCUT ALL PATCHES
ASPHALT SEE
NOTES
4" THICK CONCRETE SIDEWALK -POUR
SIDEWALK & CURB TOGETHER.
CONCRETE & 6x6/10 ga. WM
CONCRETE CURB
TOOLED GROOVE
6" 18"GRAINULAR FILL (4"
MIN)
#53s UNDER ASPHALT
COMPACTED
SUBGRADE
STOOP FOOTING
TYP. 3 SIDES
2-#4 BARS
CONTINUOUS
3 SIDES
MINIMUM 6"
#8 AGGREGATE
#4 BARS @ 1'-4" O.C.
COORDINATE PLACEMENT
OF BARS IN FOOTING W/
BUILDING CONTRACTOR
BUILDING FOUNDATION
SEE STRUCTURAL DRAWINGS
SEE ARCH. DRAWINGS
COORDINATE EDGE OF FLOOR
SLAB W/ BUILDING CONTRACTOR
1/2" EXP. JT. MATERIAL
1/2" SEALANT
SET SLAB 1/4" BELOW FLOOR ELEV.
FACE OF BUILDING
48"
1/2" EXPANSION JOINT
#4 SMOOTH DOWEL 12" LENGTH
GREASE & DOWEL CAP 3' O.C. TYP. 2"
SLOPE PER PLANS
6"32"NOTE: SEE DRAWINGS FOR WIDTH
OF STOOP OR SIDEWALKS.
NOTE: ALL CONCRETE PAVING SHALL
6 X 6 / GA WM
MEDIUM CONCRETE BROOM FINISH
PERPENDICULAR TO DIRECTION OF
TRAFFIC
8" RETAINING WALL W/ #
5 BARS 12" O.C.
EACHWAY
8"20" GRAINULAR FILL (4"
MIN)
#53s UNDER ASPHALT
COMPACTED
SUBGRADE 6"VARIESVARIES EXISTING ASPHALT
SAWCUT & PATCH AS NEEDED
EXISTING ASPHALT
SAWCUT & PATCH AS NEEDED
BLACK
tel: 765.649.8477
www.krMarchitecture.com
ANDERSON
INDIANAPOLIS
DETROIT
DRAWN BY
krM JOB NO.
DRAWING NO.REVISIONSDRAWING NAME
C010
SITE PLAN
DM
20128
1/21/202
OWNER REVIEW SET4775 E 126th St Carmel IN 46033STATE BANK20128 - CARMEL BRANCHOWNER REVIEW SET1/21/202SCALE: 1" = 10'-0" 1 0 -SITE PLAN
SCALE: NTS
4 ADA SYMBOL
SCALE: NTS
5 CURB & CONC. SLAB DTL.
SCALE: NTS
6 STOOP DTL @ ALL DOORS.
SCALE: NTS
7 RETAINING WALL DTL.
NOT FOR
CONSTRUCTION1 12/23/20 ADLS REVISIONSCALE: 1 1/2" = 1'-0"3 BOLLARD DETAIL
03/15/21