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Prop. Curb Inlet l 4 Prop. Curb Inlet
T.C. El. 83780 T. C. El, 837.8
Inv, El. 830.10 (In) Inv. El. 829.85 (in)
Inv. El. 830.00 (out) Inv. El, 829.75 (out)
top, Beehlvie Inlet
T. C. El. 83.E 00 Prop. 53 L. F, of 15' Prop. 30 L. F, pf 18' RCP i Prop. 50 L F. of 18' RCP
Inv. El. 830.47 (In) R.C.P. 00,59 O 0.59 i 00.5Z-1 Plpe End i 4
Prop. L.F. of 12 ' R. C.P. Inv. EI. 830.37 (out) �' _ _ _ _ _ _ Section Req d
p a _E- ___ _ `-� - Inv. El. 829.50 (Out) Ex. "V" Ditch 4
O 1.529 Connect to Ex. _ o> >�_ - 0,1%
12' C.M.P.
Inlet Prop. 187 L.F. 'V' E P �t' ^,� �' 37sys iJprop Reqd. w/ 1 130 L.F. Keystone Block Wall or s '
Grate I et
T. C El. 836.1 Ditch O 1.O.T - - 46 s Fflter Fabric y
I �, ra�� �; �_ _ - - - ys. � Approved Equal.
.- (asP
Inv. El. 833.4-12" RCP (W) Prop, 54 ( ) , - l NL Y�_ L.F. . F. 0 15" R. C P.
-° ` ' Prop. Re- rode and Re -align
Inv El 833.4 � " RCP E � ' E x .---~ �-- .- _ ` , P
9
o y, _ O 0.209 w/ 2 Pipe
- ��A Co �� - _ _ _ __ - - �. y� Ex. 'V' Ditch O 0.59 !d lQ��
.oe E.F - �; �g End Sections Req
12" RCP (Out) >� _ -` 33 A �+@' $� Inv. El. 827.7 (out 4
Inv. EL. 833.3 '"834 f -y r,.- \ _ .� (Out)--\ 6 Inv. El. 827.81 (in
J - p� 40 - _ - - a t_MF
40, �� it V E %27.7
4 cr -
---' +0� Ex. R / W �!� .. • . ` �8 6 3 30 0 15 30 60
4.5 sA Riprop Req "d w/
•4�
�* 8 sys. meter Fobnc �° �� * °. � \ (� spf' l t
raw (T)P•) - 1.179 - _ . ^ " _ _ _ Scale: 1"= 30'
12" RCP (t) -\ �° _ 34 0.5.: -�_ - w 4`Ex. R/W
Inv. El. 833.4 _ ��� - 61 + � -- � � i° � �e3j o
+�h� - -W / 9+ -_ � °- 830 1830 86
ZL 8
-
(asphalt) - �� 6
T 3� _
Elev: 8_8 48 o
- '`�-Q etenti6r - Area
(.� e o
15 PCP � u t) � � � -._ _ __ /r .. _ ..- --�_ ,,_ � 1 0 Y l E7
B,3 O eat- Po 830.2
Inv- El 833.8
t0
i --�-_ o°j I �'� a a Inv. El. 827 E,
! Sty. Office \`� 6ye, �3 r--^ N f� ._._. _' --fee o0 354, P9
Buildin v
, , Prop. 18 L.F. of 15'R. C.P.
- _ �_._
I�839. 4 �0 .. x, \� T�� + d� w
II �� �� (gross) y __ -•_ _ - - J O �' /2Pipe
-=
\ \ �Ro *0 _ _ _ ._. .1 `� s 3 End Sections Req'd.
\, I° �' �i + - `- n v. El. 827.88 ou t)
!00 eAv� Prop. 12.000 s -' X _ o - Prop. f2, 3'q _frt.� _ _ �x�,� �� �r �ss� * E k . R / w I Inv. El. 828.0 (/n)
\ - -- Office /Ware use �, - - ' ao ___ _ _ _ _ L1fflce,(W�lehouse 6 'Prop. 117' F. 'V' Ditch O 2.59 '
F F El 2 �� `843.39 - F.F. El. 842.8 ` s. rap R q' w/ �� I
C� r a t e n I e -% �, + \/ 1 sys. o �7l ter Fabri
tu
t6 f C�8� I
n�- E1 8 �4 ti15 RLP t JW - ---- - ko
. s
Inv. EL 834 1.15" F\ P ' `;E)
� I
1 4
150" I
�°�>\
The Ptak (r'roup Inc. �, oc to ,0 3� l *� r4 ' +�'
Deed Book 355, pg. 872 +$°` ` \
(ospha:t) �� - �.
R
06 - a / 0 4.'K `84
00" ��ti / r� +� f I 15' Tele Line EosemPnt
< UJ t)-
,� C� 1 1 ✓ CME (
+
o; \ I ti I Inv_ El
E /ev &34 -94' /
--
\ 30' Sew ��. �,a _ *��? 2 BJ3- ' Zi
i
g� Esm t. i % 0 Utility o
Easeln tom 1 - -` ' 48
IN
*,
t
�s9 -10" VCP (Out)
Grate Inlet (grass) 1 6 ��\ {asphalt) ' %� d Inv E 831.63 6
T.C. EI. 840.35 I-�. c� * l % 1�-' 15" LMP (in) I
Inv, El. 834.912' RCP (SW ( 1 �cur�� �� z' c'6 } % Inv. EI. 830.86
Inv. EL. 834.912" RCP (NW� �� 8�e� ��, ( ��ti � --�a_� �� (9 +ass) _ �s 1 �843� f9�
�j
�� v ���/ �° I o t( �D7�0 eloped
12" RCP (In) V4 2. { L t` I,tde ifferent II \ �,s j>
LEGEND
1 Sty. Office C �°j
8uilcyinc� Inv. El. 834.9 II � I o �°`1 +0°` ject � �, `f
I�Ad se. 1 1 7,500 sq. ft. �� 0���� y� � �- -Grate Inlet
`° { Office NA` . T C . E 835 33 Guy Archr,
II v a � ``� �� �� Inv El 833 6 -10 V! P (NE) • Rebar (fo_r,'_)
s +�
+ \ !
Sty... Cffice
OA ` (asphalt) Building
(gross) II f i 1�19
{ I I
�
+ �.
EROSION CONTROL LEGEND �" ;► �s. ' ,6r Pie
36 6, 9� I o �� X16 `A '7AS
Install erosion netting on al/ disturbed areas not to be �� ,"
Immedlately paved 14
CJ Inv. Ej P (0) 3B
u6 6. /,
i (asphalt) / +
®Install seeding per Seedin Chart on all areas not to be , % 4� (agg 1 �°1 4p
9 P 9 1 ,c,\ •, 0 b
immediately paved. \ ,;� e� ` al ��. * `�
91 30' onstr.
Q Install silt fencing along the lower edge of all disturbed jp� % �s_o I� �� Eosement
areas not to be immediately paved
v (gross),` - - -- - •��_- aka
® Install eroslon/sf1 t barriers around Inlets l sQ \ A's,
k
® 1, 800 sq. ft. (min.) Silt Basin Req'd.
Prop. Pond to be used as Silt Basin 4 4\
® Install X stone construction entrance
Install Erosion Berm along the lower edge of all
areas not to be immediately pared. - y
NOTES:
1.) UPSTREAM DRAINAGE MUST BE
ACCOMODATED THROUGH SITE.
2.) PLACE PERMANENT SEEDING IN CITY RIGHT OF WAY
AS SOON AS ALL UTILITIES ARE IN.
NGTE.
_9OUNDAR'r AS SHOWN IS FOR INFORMATI3N
ONLY EOLINDAPY ;NFORMATION WAS cUFPLIED
5Y C�iENT
' ' BENCH MARK DATA
T.B.M. No. 1
Cut "X" on northeast hex nut on fire hydrant located approx. 190'
south of the intersection of Gradle Drive and 3rd Avenue and approx. 30'
west of the centerline of 3rd Avenue.
Elev. = 834.94
T.B.M. No. 2
Cut "X" on north hex nut on fire hydrant located along the south side of
Gradle Drive approx, 400' West of the centerline of 3rd Avenue
Elev. = 834.59
T.B.M. No. 3
Cut "X" on north hex nut on fire hydrant located along south side of Gradle
Drive approx. 75' East of the west property line.
Elev. = 838.48
-6
Power P;;IF
unitary Mljr h--,le
•
Grate lwfr t
D
Pipe End _,- t,on
-o-
Chain Link once
-�-
Citch FloAl.r,_
Prop. on, ,.r Elev.
+
Prop Spr• E� =.
Drc;inage t ,n
Note:
The locot ons of existing underground u+ihties shown on this plan
are based on above ground evidence only, including, but not
limitec to, manholes, meters, values, anJ marks made L y others.
SITE GRADING 8c EROSION CONTROL PLAN
or ers tone
urveys,
6� ��
AL Sh delood Ave, SuIN 100
Wilomp"U, hmft" 4""
(317) si! -'F00 FAIb 662-tr600
DATE DRAIN BY CK'D. BY JOB N0. I CARMEL OFFICE
04126199 MAS LRC 99 -129
REVISIONS
07106199 Rev per rAC Meting on May 19. 1999
O w
1
PARK PHASE III
CRADLE DRIVE
CARMEL, IN
SHEET: C102