HomeMy WebLinkAboutC4.1 Proposed Erosion Control Plan pg. 06til
'HALT
'GAREA
F PLATTED BEARING AND DIMENSION
D DEEDED BEARING AND DIMENSION
LSR LOCAL SERVICE ROAD
SYMBOL LEGEND
EXISTING CHAIN UNK FENCE
CAS UNDERGROUND CAS LINES
WIR= UNDERGROUND WATER LINES
UCl UNDfRGR011ND TELEPHONE LINES
OIMD OIfRHEAD UTILITY LINES
EXISTING SECTION LINE USING NIYJUMENTATION (AS NOTED)
ROW RIGHT OFWAY
CENTERLINE OF RIGHT-OF-WAY
SHOWS DUSTING FLOWUNE WITH DIREClIAV
MAJOR CONTOUR INTERVAL flYf (5)FfEi
MINOR CONTOUR INTERVAL ONE (1) FGk9T
C CALCULATED L+EARINC AND 01 SIGN
M MEASURED BEARING AND DIMENSION
F N SF.. ,,,E 11- ,J_.. ".IIE
WARRANT( DEED
INST. NO. 2000 8
BAKER REAL HOLDING I
STORM STR. #110
TYPE "E" INLET
WI NEENAH R- 4215 -C CASTING
TOR 864.00
INV=858.28
GUY ANCHOR
WATER VALUE
EXISIING FIRE HYDRANT
TELEPHONE PEDESTAL
SIGN
GAS VALVE
GAS LINE MARKER
TELECOMMUNICATIONS MANHOLE
ELECTRIC MANHOLE
RIGHT-OF-WAY MARKER FOUND
OVERHEAD UTILITY POLE
END SECTION
INV= 855.61
SURVEY MONUMENT FOUND (AS NOTED)
SECTION CORNER MONUMENT (A S NOTED)
TOS TOS
195 L.F. OF
15" RCP
0 0.50%
M.E.
EP
BC
TC
000
GRADING LEGEND
STORM STR:4109
TYPE "E" INLET
W /`NEENAH R -421
TOR= 862.00
INV =859.25
EDGE OF ASPHALT
EDGE OF ASPHALT
5 -C CASTING
MATCH EXISTING
EDGE OF PAVEMENT
BOTTOM OF CURB
TOP OF CURB
CONTOURS
FLOW LINE
CURB ELEVATIONS
1000.00k SPOT ELEVATIONS
TOS TOS TOS O TOS TnS
STORM STS. #000
TYPE `E" INLET
WI NEENAH R.742 CASTING
TOR= 862.00 j
INV =859.00
4,-1041.141/14110
EROSION CONTROL LEGEND
SILT FENCE INLET FILTER
SILT FENCE
SAND BAGS
EROSION CONTROL BLANKET
GRAVEL CONSTRUCTION ENTRANCE
INV 854.71
gILLITHO[13 STA EET
OVERHEAD UTILITIES RUN
187 L.F. OF FRONTAGE ROAD PROPOSED ET121" PUBLIC WATER MAIN
12" RCP (APSHALT PAVEMENT)
0 0.32% EDGE OF ASPHALT
US #31 NORTHBOUND
US #31 SOUTHBOUND
TOS TOS
'EXISTING TELEPHONE LINE SHALL ,BE
RELOCATED OR REPLACED AT A
SUFFICIENT DEPTH TO ACCOMMODATE
PROPOSED GRADES.
WETLAND SEED MIXTURE
IN DRY DETENTION BOTTOM
(SEE MIX DETAILS SHT. C4.2al
TOS TOS
II IN
TOS TOS
GRASS
ASPHALT
TC 866.57
ill END SECTION 111. END SECTION
INV =854.72 INV= 854.31
SLOTTED 12" DRAIN RISER PER
SEDIMENT BASIN DETAIL ON 1 1
END SECTION W/
RESTRICTOR PLATE
INV. =853.43
(SEE DETAIL)
6" GATE
VA -L
17 L.F. OF
12" RCP
STORM STR. #115
TYPE "J" MAHHOLE
W/ NEENAH R1772 CASTING
TOR 859.00±
(MATCH EXIST.)
GRASS
STORM dTR. #102
TYPE "E "i
WI NEENA R- 4215 -C CASTING
I TOR =862. 0
i� INV.= 857.7q
sF ■i
STORM STR. #113
TYPE "J" INLET
W/ NEENAH R3403 -F CASTING
TOR=859.00
INV. =853.36
0 0.38%
PROPOSED LIFT STATION
SCALE: 1"=40'
PROPOSED SANITAR4
FORCE MAIN
San. ►w
T.C. 864.50
NE 2' PVC Inv. 856.86
E 8' PVC Inv. 856.53
SE E. PVC Inv. 858.;';
W 6 PVC 857.28
TC 864. 6
862.75
l•17l•1•r41
862.49
862.75
USIVE UTLITY EASEMENT
863.00
6" WATER
BC 862.70
860.50
85 L.F. OF 24" RCP
STORM STR. #112
INLET TYPE "J"
W/ NEENAH CASTING
TYPE R- 3403 -F 4
'TOR =858.93
INV= 855.92
RECORDED ON SEPTEMBER 11, 2000 860.50
Alp �_�_�_IP_l�11_'1M'_ r` -UN'_�1•:• 1 r �_i -_S_- ay. 4; I
111/- CA3 11:
7:4
r
863.43
STORM
INV =85
860.50
NO CURB ALONG H.C. PARKING
STALLS. (SEE DETAIL ON SHEET
C5.1)
O. 3
859 93
008
ING
455 -C
STORM
C 8 .85
59 35
E •V• 858.99
100 YR. 45'
END SECTION
1NV= 855.08
STR. #107
TING
TYPE •4- 3455 -C
i i
r. INV- -8 5.30
59.
859 35
TC e.4
859
NI .4 NINE I. �i
WETLAND SEED MIXTURE
%IN DRY DETENTION BOTTOM'
(SEE MI DETAILS SHT
I
I
-{863.03)
HP 859.91
65 L.F. OF 24"
RCP 0 0.19%
t kel\ a.r. s as7��s.a�sa�s..as
t .ik,Nr��i 1I'I ;T 110Cv∎111/AM410111rAVIIrI
j w. y a W W- 860.50'' END SECTION
4. �.1..v_k. I NV= 854.88
STORM .s-TR' #101
?YPE "E" INLET I 6" PVC SANITARY
W/ NEENAH R- 4215/C CASTISG LATERAL 1.0%
TOR= 862.50 175 L.F. OF 15
RCP CD 0.40%
SEE DET6IL -TH1S SHEET
PROP E® BU■.DING C.O.
IF.F. ELEV.= 863.50 I
INV_858:4 I
M
STORM STR. #103
TYPE "E" INLET
W/ NEENAH R- 3287 -15V CASTING
TOR 861.78
INV.= 857.26
6" GATE
ALVE
STORM STR. #10
INLET
W/ NEENAH CAS
TYPE R-
TOR=85
INV= 855.30
863.03
PROPOSED FIRE
EPARTME
CONNECTION
B 859.35
OPO
HYDRANT
BC 862.60
BC 862.1 6
BC 859.3
BC 8 9.93
863.43
HP 859.91
SWALE 0.3% GRADE
/'1 c>' 0 YR. ELEV. 858.99
S17S- .7 ∎-4 Sr S- -�-A-�-`-�►-4x-5-S'�- A -S
STORM
PROPOSED
FIRE HYDRANT
RCP 0 0.70%
GRADE.
STR. #104
STING
3455 -C'
5.35
HP 859.89
862.80
4" RCP
j gilts.
I
qP
111 L.F. OF 15"
RCP Gs 0.40%
I I GRADE.
,6'` PVC SANITARY
LATERAL 6
86 14
...•r. :L ._0aX.- v e"_._ j
BC 85•46 B. 8•'' k; NW
Ilk AA__ I
ILIL: 2A. rill
I 861 ss1
i Cr, 860 .�.t�I.�����i�►i P P4
�s°_�_ ir_w �_�.vu v ∎:Drs 7• .a• ∎'1t. a�2 .a.�� -r= •".a..4i�' =`w� =1��'2♦S.:Gl:Asa•� •FA.V►Ss p:,ZTZMp:ZTZ "rp ?2`r',L: p's =3 -r. 3�.ZG. -r .TZ`='�'�.ZTi=O77iTlT =3 f2 a G. =3.7 r �`�►6r=1P∎r ∎��if�`dr∎ir r► .a�AAYA tii' ∎��ip+�`wi�� ∎iV ∎ri�ii�ii ∎i'i`i ∎i�i�i ►.��`i�� ∎`ire i�iaii��A�.e ∎�A�a *Ka�A�i I ���i y
N �,�!arA:rri-.di- 5.'SZSV A S .--S� S S r S S S S
855 m_...
'7 r ►T T
1�•1 ,w w gir
861 _i1_�.�_ rn.: -7� ..h t: �n► a= •>in. tizst;:a.10,.#
PROPOSED OFFSITE
DRAINAGE EASEMENT
(SEE SHEETS C3.1
C3.2)
PROPOSED 20'
DRAINAGE
EASEMENT 12156 MERIDIAN AS IATES, LLC
QUITCLAIM DE
INST. NO. 2003-0446802
RECORDED 0 MAY 14, 2003
9.24 ACRES DEED
STORM STR. #114
TYPE "J" MANHO
WI NEENAH R1 2 CASTING
TOR=857.00 MATCH EXISTING
INV. =853.0
ASPH T PARKING
OT
SNP MO IN■11111■11
SEE SHEET C4.2
FOR CONTINUATION
NOTE:
RESTORE BERM TO ORIGI
CONDITION AFTER INSTA
OF STORM SEWER. EXISTI
LANDSCAPING SHALL BE
AS DIRECTED BY OWNER.
CAUTION
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES 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 SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1 -800- 382 -5544
CALL TOLL FREE
INDIANA UNDERGROUND
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DRAWING NO. SHEET OF
C4.1
TITLE:
PROPOSED EROSION CONTROL PLAN
I N2004.0387.071.PLAN.DWG