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LEGEND d w N
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-a,a- EXISTING CONTOUR tl
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EXISTING SANITARY SEWER z
EXISTING STORM SEWER a 3 z
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EM PROPOSED GRADE a o a
Y 9 3
9 59 -ego- PROPOSED CONTOUR P
X N N N
PROPOSED SANITARY SEWER ww w w w w
PROPOSED STORM SEWER
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a a a a
PROPOSED SWALE
L 100 LOT NUMBER
H74.`I PAD ELEVATION STOEPp
)MPACTION O U LESS SE NOTED)
y0 MFPG/LAG= MIN, FLOOD PROTECTION GRADE AND LOWEST ADJACENT GRADE NO E
(SEE DEFINITIONS THIS SHEET) 19358
I
m 9DS.s led.m' LOOK OUT q 90 Sy NDIAN P
1eo.ao'+ 08.5 Jo• �o e u 06.2 /'y SCALE: 1 50' s E a
1s' R.D.E. 15. R. EX. EX. ti W.O. WALK OUT roNAL G O
906.7
e sc• v o 'vo 151 904.5 r�PON(Y M.E. MATCH EXISTING
904.4 /I V i`J �j
.P.
FORCEM �j/ FAR ELEV- 901.73 DENOTES 4 SUBSURFACE DRAIN TO LOT
N I .0 06.4 o 906.3 a, •6 �A I 10 YEAR ELEV.- 902.22 DENOTES 6" SUBSURFACE DRAIN
100 YEAR ELEV =903. CURB
NO HOUSE, GARAGE, BUILDING, MOBILE HOME HOUSE TRAILER, tO
DECKS, .SEPTIC TANK, DRAIN PIPES TREES, SHRUBS BERM, LAKE, d
SWIMMING POOL, FENCE OR..ANY OTHER STRUCTURE, FACILITY TO lU
TREE LIKE GROWTH SHALL BE PLACED, ERECTED OR PLANTED
ANYWHERE WITHIN 50 Ff. OF THE MARATHON ASHLAND AND
4t a'z '1 �II'�I BUCKEYE PIPELINES.
x
EXISTING POND #4
N.P. 900.00
(n
oo t 2 YEAR ELEV- 901.55 NOTE a m
10 YEAR ELEV. 902.00 PER HCSO THERE IS TO BE NO
1
1a3. s zo so c4 +6. ao�� R n.D s.s.E:.I, x: 100 YEAR ELPGk5.13 DRIVEWAY ENCROACHMENTS INTO Q to
EASEMENTS BETWEEN LOTS. U Z
U
s a.
(O J
-CC 48
m
2-
C REFERENCE BENCHMARK V)
LEE 2 THE STATION IS LOCATED APPROXI AMATELY 2 5 MILES (Y rn
R 5 99•�
NORTHEAST OF 2 'IN THE SOUTHEAST QUADRANT OF w W
THE INTERSECTION; S
SET ET IN IN TOP A CONCRETE POST, LEVEL Z
0 6 9 2 MFPG /LAG =B 50 y, G° m WITH THE NTRO DEPARTMENT OF NATURAL RESOURCES
B989S CONTROL STATI ON TABLET, STAMPED 'LEE 2 AB w Z
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N ti a
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W
0
0 ELEVATION 917.518' (NAVD 88) J U
B5 a B 898 II 302- W Z
TBM #1: F
9 N 899 A RAILROAD SPIKE, UP 1 FOOT 3 ON THE EAST SIDE OF
x a g 89F, POWER POLE 54 -877, SAID POLE LOCATED 14.0 FEET WEST Q„
.I l
Q e
a' N 87 h 9 05-- OF THE CENTERLINE OF SHELBORNE ROAD AND IS 100 FEET f O (n
.F. SOUTH OF THE MAILBOX FOR ADDRESS NUMBER 13535 Z
SHELBORNE ROAD.
.9 0 U
.A. #7 V 2
A D. &L. .A.E:&RR1 x ELEV 918.94' (NAVD 88)
TBM
epp R9q- p' A RAILROAD SPIKE, UP t FOOT ON THE EAST SIDE OF
893 POWER POLE #189-815, SAID POLE LOCATED 140 FEET WEST
LION CR€C-if" --e
OF THE CENTERLINE OF. SHELBORNE ROAD AND IS 40 FEET t
NORTH OF THE MAILBOX FOR ADDRESS NUMBER 13802 y
SHELBORNE ROAD.
ELEV. 913.60' (NAVD 88) `°1$
ffi TBM #3:
A RAILROAD SPIKE IN POWER POLE #54 -873, SAID POLE 4
LOCATED ON THE WEST OF SHELBORNE. ROAD. z
ELEV.= 917.35' (NAVD 88)
30' REGULATED DRAINAGE EASEMENT A RAILROAD SPIKE, UP 1 FOOT 3 ON THE WEST SIDE OF z
30' REGULATED DRAINAGE EASEMENT POWER POLE #193 -337 SAID POLE LOCATED 25 FEET i WEST.
OF CENTERLINE OF SHELBORNE ROAD ON NORTH LINE OF THE
STORM TABLE
Str. No. Type T� /Rlm Inverts Dir. I 5' FLAT BROWN TRACT. z
20' FLAT BOTTOM SWALE
161 CONCRETE END SECTION 896.00 (N) BOTTOM ELEV 913 (NAVD 88)
162 DOUBLE CURB INLET 900.69 99]20/99].10 (NW,S) SWALE M.E. (897.5) A/
163 DOUBLE CURB INLET 900.69 897.29 (S) 900.40 5:1 SLOPE 899.40 5'1 SLOPE 1900.40 M.E. (897.5) 6 t PE
sLg 5.t sLO NOTE TO CONTRACTOR: w
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION F-
MemmdmPlendo- ainncraaea TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. Q
hlnm S M. 104(Yt, 302 06 and 303.07 of IM1c Cify ol'Carmel 6,orm Watcr Tacbnicvl 7)
sw,aaraa l PROPOSED 15' CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.. Z
1 Defini¢mts
a Ynmmum Flood protcc Grad f II f g pond or open RCP OUTLET W O
whe
th 2fc hall l
beno ess ab yAt 1-y Iocal o
00r INV. 896.0
re floedel -i IIn aga d 11 d a, don SECTION B-B ALL PADS SHOULD BE TESTED TO ASSURE LJJ
tchs
ppa,wmdo ..11s, add m,y em awp, liddebar re SECTION A /4 OF COMPACTION OF AT LEAST 95 PERCENT
ieeloollo
Ro d-. caa emara bmld„g. OF THE MAXIMUM DRY DENSITY USING THE
U Lowest Aalaeem enaae +a me deya,LOn ndme wweat grade aa3accnxma STANDARD PROCTOR TEST METHOD. Q In W
awaure, wnere+lre aeu mee<a,ne dennaav an sae oe,ne c-5
SUUC(we (mcludmg swe,uml mcmnera such b Ikout, panes, r
decks.'-h11 snppoaposts or BANDONED IN ACCORDANCE WITH ALL
piers, and run of,he window well.
z. smndam: Leweat Aa)aeent Glide NOTE: Gi
I. e. Gm a<
Th Lo lAdj Gmdef daa el. or
a Ib Iag huhav ,wed ,fen a be,ne \oD DRA THE EXISTING WELLS AND SEPTIC SYSTEMS �yf �I (n
ai g nree woy floodelav nnru;amp,oposea PROPOSED FLOODWAY FRINGE PER RECO WILL NEED TO BE PROPERLY LOCATED;
n o
y, as (Fs) NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT A Z
b. STOEPPELWERTH ASSOCIATES INC.,
roNaa flnMpl LION CREEK HEC -RAS MODELING DATED AN APPROVED STORM WATER MANAGEMENT PERMIT APPLICABLE STANDARDS.
I. F Lo- a,Adia«m Grad e reaiaennal
d e to, oil m MARCH 3, 2008.
ma w,r,al w J
h. d adj. -to pood -hab bt,a -imoe -.fz
bd- bove,ha 100-} p d I at 2 d b ve the 11 r rrr, HU
e t 1 1 gner PROPOSED 100 YEAR BASE FLOOD OL CAUTION
emergen�)ovefl I 5 ,a`I j
TLe lowest Aaj [Grad a u a at erc,nl, nr �sre LEY MOLE
Y
bna�mm mmang Hahneaa,am hco bnre,.1 ELEVATION PER STOEPPELWERTH �A eA 41
2a' �p ♦t�� SAYS:
h,ghca,nmed mew ptow lnrn el letronaaro me prapeay WSE= 894.66 ASSOCIATES INC., LION CREEK �0 _i 9
NO. p 11 All OF ALL EXISTING UNDERGROUND
fi go HEC RAS MODELING DATED MARCH 3, DENNIS D. OLMSTEAD DATE 900012 UnunES SHOWN ON THIS PLAN ARE BASED
ni maaaitill od roles, Aaaaoen, Gmdere9ul- do,as 2008 (NAVD 88). UPON ABOVE d to, G R OU ND EVIDENCE A111 W
bssement floor must be el leas, a foal above the normal water level Registered Land Sur veyoF �J' STATE OF but of l t d t nh inl v Ives
n,'any we46oilom pond N0. 900012 NDIANP.:'pQ.° m ks ode upon. the ground by. others) AND
Desrgn Nofcs. R."4' ARE SPECULATIVE IN NATURE. THERE MAY ALSO Q
3
a Mwmum Plood Protectwn Crzadas (b3PPG)are established for the rcar rrnrrr CONTACT' CARVEL UTILITIES BE OTHER EXISITING UNDERGROUND UTILIITIES U
pomoid ot'd,eswanre oup where,he strucWreu adjaceru toafo0 year (317) 571 -2648 FOR WHICH THERE IS NO ABOVE GROUND
poM elevation, or apond g wale m,dera FLOOD HAZARD ZONE A AS SAID 100 Y---- Y---- EVIDEN OR FOR WHICH N H ABOVE GROUND 8 CnECUEO av
and/oran off si,efloed fl gll npl, me sne THE SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL O FOR WATER LOCATES O SAID CE E XIST OBSE T EXACT LOCATIONS TBAH EEF NO
b. Theminimum finished❑ tI vatioe arlhe lawestbuddmemry
g TRACT' PLOTS BY SCALE ASBUILT GRADE ELEV. OF L D EXISTING UNDERGROUND UTILITIES C ONTRACTOR
do,odonr raso-nem,< where meawanre adfacem,o ana facmga ALL EXISTING OFF -SITE DRAIN TILES THAT ARE CALL TOLL FREE SHOULD BE VERIFIED PRIOR TO ANY AND AL L L THE CONST RUCTION.
ao-cel(PPEeslreep anaubeamin anove,hewrboldshallbe ON COMMUNITY PANEL NO. 180081- 0205 -F OF THE FLOOD UCrIDN. f"� o
no less wan 6'• N- the hashes g rade mouw,lm lo
dl- INSURANCE RATE MAPS DATED FEBRUARY 19, 2003. ENCOUNTERED SHALL BE TIED INTO THE PROPOSED t
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW 1- 428 -5200 0
dd,t- isenetraoameplans. FOR CALLS OUTSIDE OF INDIANA S e Aloe No
47425S4
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