HomeMy WebLinkAbout04090013 Mayflower Park Blk 1 Lot 7, Construction Plans for Bell-Horn pg. 054'
t.P
DATE
12/28/04
i
1
REVISIONS
5' REAR YARD
existing woods
REV PER TAC COMMENTS
DATE
--i=--
69'
Install inlet protection
EROSION CONTROL LEGEND
REVISIONS
5' SIDE YARD
0 install erosion netting 017 oil disturbed areas not to be
immediately paved.
Install seeding per Seeding Chart on all oreas not to be
immediotely paved.
0 Install silt fencing along the lower edge of all disturbed
areas not to be immediately paved.
-889
889-
DRAWN 8
DESKS OY:
CHECKED 9r:
Existing Concrete
Building Pod
Cr" Grass
KAM
tiros
1E September 3, 2004
492.12'
co
o
89 D RED -GRADE SWALE
FROM PIPE REMOVAL
PROP. GRATE INLET
TC EL 887.4
INV EL 885.4 (S)
6" CPVC 10 SUMP PUMP
ME 40 SERIES IrIYERS
SUMP PUMP 4 /1OHP
W/ 1-1/2" HDPVC TO IIVCLET
(PUMP INSIDE BUILDING SEE
ANCI'IITEC7URAL PLANS)
existing concrete
EROSION CONTROL MAINTENANCE
TC=889.79
Existing Dry Well
WV a. 888.0 (CORE DRILL
EXIST. S1RUCE)
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
100 -YEAR STORM
ELEV=
PROPOSED
WAREHOUSE
12,000 S.F.
F.F,ELEV.
891.4
2. PLAN TO ADD FERTILIZER THE FOLLOWING GROWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS.
p�f�ESlGHT NCl/VEERING
Englncer.s Consultants
/rxYlanapo /s, /nd/anar
889
888
889
EROSION CONTROL BLANKET
1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET.
2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED
THE AREA, AND RE -LAY AND STAPLE THE BLANKET.
PERMANENT SEEDING
1. INSPECT PERIODICALLY, ESPECIALLY AFTER STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED.
3. REPAIR DAMAGED, BARE, OR SPARSE AREAS BY FILLING ANY GULLIES, RE- FERTILIZING, OVER- OR RE- SEEDING,
AND MULCHING.
SILT FENCE
1. INSPECT THE SILT FENCE /EROSION BERM PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE
AFFECTED PORTION IMMEDIATELY.
3, REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALE THE HEIGHT OF THE FENCE AT iTS LOWEST POINT OR IS
CAUSING THE FABRIC TO BULGE.
4_ AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS,
BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
7
5' S/ iti• W ARD
'4010:41110.11004110.4100 41110 410 4110 01■4410 400 4 1 0 ,41021101,1110.44110,4110 4110,$), 400 40 4110411, MUM, 411110 410040■4010 Ono 4110 4110 4110 400 IMO 0111111,11. 41 4111) 4 11111 0
N8S 52'46 "W 466 23'
TC- 887.58
Inv n =884.51
Inv e=884.48
Existing Povement
128' OF 75" RCP 0 0.82'
A .4
Existing Concrete
PROPOSED
OFFICE
3,000 S.F.
F.F ELE 891.4
5
--890
Edge of Concrete
w
w
t LEANOUT Grass
INV 887.40
s
15" RCP
drAl%
1
400 4 111 0 4100 41 111041. 400 40 4110 4100 4040 AP 4111 410 41110 400 4E0 410 4111/ 4/0 4110 MONA 4110 41111 4110 410 410 4110 410 AP 4110 410 lib 41110 II! sob.
SEQUENCE OF CONSTRUCTION OPERATIONS
EROSION PREVENTION
STEP #1
0. INSTALL SILT FENCE PRIOR TO ANY EARTH MOVING ACTIVITY
b. INSTALL INLET PROTECTION
STEP #2
0. SAW CUT AND REMOVE EXISTING PAVEMENT.
STEP #3
0. CONSTRUCT PROPOSED BUILDING AND WALK.
STEP #4
0. REMOVE EROSION CONTROL ITEMS.
Bell -Horn
MAYFLOWER PARK
CARMEL, IN
fia
S S
SANITARY
6
L A TERAL d 0.5%
PROP. BEEHIVE INLET
TC EL 887.3
INV EL 884.0 (EXIST)
INV EL 884.3 (PROP)
PROP. A T INLET
TC EL 890.1
INV EL 886.54 (S
INV EL 886.44 (N)
TC -*889 4:
Existing jur well
*iv EL. 88724 CORE DRILL
EXIST. STRUCTUR
GRADE A
TO DRAIN
A
ti
45' U. E. EsM r
6:
cb
1
1
1
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1
1
1
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1
1
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1
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1
1 5' FRONT
YARD
1 1
i
40' INGRESS /EGRESS
EASEMENT
N90 01'00 "W 30'
w
fl
w
CL-
GRADING
EROSION CONTROL PLAN
15" RCP
TC=887.87
Inv w =883.88
Inv n=883.89
Inv e=883.83
va
U
c
m,
Note:
he locations of existing underground utilities shown on this plan
re based on II above ground evidence only, including, but not
imited to, m nholes, meters, values, and marks made by others.
APPROX.
INV 882.81
CLEAN AND REPLACE FABRIC DURING PROJECT
AS REQUIRED FOR CLEANING OR AS DIRECTED
BY THE ENGINEER.
20 0 70 20 40
S c e. 1 2
EXISTING LEGEND
GRATE INLET
SANITARY MANHOLE
FIEHYDRANT
WATER METER
STORM SEWER
TREE /SHRUB LINE
SOiL BORING HOLE /BENCH MARK
REBAR
O C� MONUMENT
Zz
o
44 c
BY•
PROJECT
C TCO4C
SCALE:
1 20'
0 \�11SIIitl111 1
No.
900103
STATE of
''YRI$
i
S EET
C104