HomeMy WebLinkAboutSite PlanSHEET NO.
1
PROJECT NO.
2'x 4"RAIL
TOP BOTTO
W02 -1017
a
"Holey Moley" says.
"DON'T DIG BLIND"
.,,,O..4 r 1
1-00 1-00
01-M0 40-000
MOO Wm
PER INDLANA ?TOTE LAW IS-09 -1491, IT IS
AGAINST 711E LAW TO EXCAVATE MTHowT
TWO (2) WORKING�BEF RE COMMEN RA=
ING WORK.
CURRENT ZONING: B1
ORIGINAL PLAT: LOT #3,
FOSTER ADDITION TO CITY
OF CARMEL
AREA MAP
WOODEN ENCLOSURE: ALL WOOD TO
BE KILN DRIED RED CEDAR 'RUSTIC
GRADE"
8' PIPE, 6' LONG, FILLED
WITH CONC. TOP OF PIPE
TO BE 4' ABOVE SLAB.
(2 REO'D.) PAINT RED.
2 x4 POSTS
FDICE
10'
PLAN
20'
(NO SCALE)
2'x RAILS
ELEVATION
RAMP CONC. TO SLAB BASE
CHAIN LINK GATE, 6'
HIGH WITH LOCKING
LATCH METAL SLATS
WOVEN THROUGH ENTIRE
FENCE
DUMPSTER PAD AND WOODEN
ENCLOSURE WITH GATE
(NO SCALE)
TBM TOP OF FIRE HYDRANT AT S.E.
COR. OF 1ST AVE S.W. AND W. MAIN STREET.
ELEV. 828.07
PREPARED FOR:
VARIABLE
SITE PLAN
PART OF THE SW 1/4, SEC.30- T18N -R4E
TYPICAL SWALE SECTION
00 04
431 S. RANGELINE ROAD, CARMEL, INDIANA 46032
DAVID CREMEANS
b
VARIABLE
8" CONC. SLAB WITH
6" X 6' 10/10 WWM
POST 4' DIA. WOOD OR
1.33 LBS /FOOT STEEL
10' MAX. SPACING
WIRE FENCE 14 GAGE
AIIN) -6' MESH SPACING
AUX) FASTENED BY 1'
RE STAPLES, TIE WARES.
OR HOG RINGS
FILTER FABRIC ALONG
LENGTH NO JOINTS)
STAPLE OR WIRE TO FENCE
4 TRENCH TO BE
BACKFI.LED AND COMPACTED-
SILT FENCE SECTION
(NO SCALE)
MAINTENANCE:
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE
FENCE OR IS CAUSING FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.
5. AFTER DRAINAGE AREA IS STABIUZED REMOVE FENCE AND SEDIMENT,
BRING DISTURBED AREA TO GRADE AND STABILIZE R.
C
a
X
O
a
WINDOWS do SIDING OF INDIANAPOLIS
EX. INLET
TC= 831.24
INV= 827.99
831.28
831.41
1/3 1/3 1/3
STRAW BALI P CEMENT #1
FOR EROSION CONTROL
(NO SCALE)
V
TRAW BALE DAMS WEEKLY AND AFTER EACH STORM EVENT.
2. REMOVE ANY SEDIMENT DEPOSITS PROMPTLY TAKING CARE NOT TO
UNDERMINE ENTRENCHED BALES.
3. INSPECT WEEKLY FOR DETERIORATION OR DAMAGE BY CONSTRUCTION
ACTIVITIES AND REPAIR IMMEDIATELY.
4. AFTER DRAINAGE AREA HAS BEEN STABIUZED, REMOVE BALES AND
SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABIUZE R.
831.18
-831.
12" CMP-/ 831.2
831
PROPOSED 5'X6" SIGN
W /LANDSCAPING
8
831.:
831.20
831
CONCRETE CURB TURNOUT
(NO SCALE)
25
8 2
d
I5
C/L SWALE
6' STANDING CURB
ek. l i r
11, IN
5
831. 4
8 x PROP. LANDSCAPING
31.52 x
831.50
N
00
31.70
CONC.
DEWALK
:ilcr.M
-82 PROP. LANDSCAPING
ALLAN H. WEIHE P.E. 8827
x. !NW
C= 831.24
NV =827.99
STRAW BALES BURIED 3'
12" CMP'
4 MBAR STAKE
3' O"
PLAN
63
Ex._ ASPHALT
1 'PARKING
TO REMAIN
Ixxx.xl
832.63
LEGEND
PROPOSED 5'X6'
832.04
832.14
832.23
832.52
833.52
EXSTOOP OTC' C. 132.64
832.65
832.63
x
832.55
PROPOSED GRADE
800.00 EXISTING GRADE SHOT
REVISIONS AND ISSUES
ADDITIONAL GRAVEL AREA
1' RADIUS TOOLED JOINT
GRADE
COMPACTED AND WELL DRAINED SUBSOIL
EXTRUDED CONCRETE CURB
(NO SCALE)
-B-1 COMMERCIAL
EX. HOUSE
x
EX. 1 STORY
FRAME BLDG
FF= 833.50
NOTE: BOUNDARY SURVEY WAS NOT PREPARED FOR ACTUAL
LOCATION OF PROPOSED BUILDING.
ACTUAL PROPOSED CONSTRUCTION SHALL BE COMPLETED BASED
UPON ACTUAL BOUNDARY.
e
150.
832.45
00
832.80
EROSION CONTROL PLAN
Nip STRAW BALE EROSION CONTROL DAM
ALONG SWALE FLOWLINE (SEE DETAIL)
-SF- SILT FENCE
APPLY EPDXY
UNDER CONCRETE CURB
50.00'
832.96
832.93
x.24
.48
833.
B -1 COMMERCIAL -Z
5
EX. NOUSE
33.35
8. 3.
EX. ASPHALT PARKING
DATE
12/31/02
SCALE: I 30'
TEMPORARY SEEDING USE PLANTING CHART
CRUSHED STONE BASE
BY
TJS
1 COIN ERCML
PROPOSED
ADDITION
FF= 835.00
x
50.00'
SIX. ASPHALT PARK14G
ASPHALT SURFACE COURSE
ASPHALT BINDER COURSE
PROP.
CURB CUT ''PRO
TURNOUT EX FE
34.
834.79
PROJECT NO.:
W02 -1017
FIELD BY:
DRAWN BY:
TJS
CHECKED BY:
DB
DATE:
12 -23 -02
8� t18
f
DWG NAME:
SITEPLAN.dwg
834.92
MCC liPSTER
APPRO LOCATION
CURB TURNOUT i1 Dc
MPSTER
LOCATION CONC. REQ'D.
EUNE 69
PROPOSED
ASPHALT AREA
URB CUT
TURNOUT
RB CUT
TURNOUT
11 a`" =11x11°
a•
co
00
37.4
Lf�
REO'D.
0
Ln
CV
38.23
20'x30'
ENT
ALLAN H. WEIHE
REGISTERED CIVIL ENGINEER
REGISTERED LAND SURVEYOR
PRESIDENT
4 #53 STONE
4 #2 STONE
(NO SCALE)
SOIL
STABIUZATION
METHOD JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
PERMANENT A
SEEDING
DORMANT
SEEDING
TEMPORARY
SEEDING
SODDING F //I ---it
MULCHING
1'- H.A.C. #11 SURFACE
2 H.A.C. #8 BINDER
COMPACTE S UBGRAD E
ASPHALT PAVING SECTION
B
G
NOTE: CONTOUR LINES SHOWN PER INFORMATION DELIVERY SERVICE (IDS).
A KENTUCKY BLUEGRASS* 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE.
B KENTUCKY BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 L8S /ACRE.
C SPRING OATS 3 BUSHEL /ACRE.
D WHEAT OR RYE 2 BUSHEL /ACRE.
E ANNUAL RYEGRASS 40 LBS /ACRE.
F SOD (BLEND 3 IMPROVED VARIETIES).
G STRAW MULCH 2 TONS /ACRE.
*/1p IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER.
IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
*KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES.
SEASONAL SOIL PROTECTION CHART
WEIHE ENGINEERS, INC.
CURB TAPER DETAIL
(NO SCALE)
*NOTE: 6" CURB TO TAPER TO MATCH
EXISTING GRADE. SEE DETAIL.
CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS LANDSCAPE ARCHITECTS
6" STANDING
CURB
SECTION VIEW
6" STANDING CURB r••" END OF CURB
PAVEMENT
PLAN VIEW
3' -0"
TAPER END OF CURB
PAVEMENT
1" 20'
11 1 1
0 10 20 40
I(
RECE! "ED
cr
E NG J Nc ER
3
10505 NORTH COLLEGE AVENUE
INDIANAPOLIS, INDIANA 46280
(317) 846 -6611 FAX: (317) 843 -0546
TOLL -FREE (800) 452 -6408