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oao�� GRADING NOTES:
1. Contractor shall verify all dimensions in the field prior to the
htibo / /Ioh xoh7 I I 1 I I I commencement of construction. Any discrepancies found shall be reported
N ,� e`' / ' I I x0 / ,I I I li 4 1 to the owner or the owner's representative.
o`'� / ti° o i f�- • � `' ,�� oti 1 ' � I � � I I a`° I I
X / o I oha ti ohs 1 ' �' 1 I I I 1 I r shall notify all utility companies 72 hours prior to
�, � x I I 2. Contractor y Y P P
q �` 4 / \ I ��' X ' " ' I I �! I I I I I commencement of construction to verify whether utilities are present
O '� 1 \ / \ I r ` ' ! I / ' I I I I x on -site. Contractor shall notify utility company when excavating over or
� / 1 CO CTION 1 0�
\ � I ! aa• I I I I around existing utilities so a utility representative can be present to observe
� -j , �/ / s 1 NOWN ! I ! !� I I I
I I � and instruct during construction.
3. All work performed by the contractor shall conform to local, state and
federal regulations.
o\ 4. Damage to existing utilities shall be repaired to the specifications of
o the utility company at no additional expense to the owner.
5. Flow line elevations shown are at the ends of the pipes.
MATCH EXISTING GRADE I �� MATCH EXISTING GRADE `
// MATCH EXISTING GRADE 1 x I �,^ 1 �a t' I i hry 1 ' 1 I I 6. All proposed spot elevations shown at the elevations for final pavement
@� h�. o0 1 / I I I II I I and final grade elevations.
STORM INLET 1 ^o xx
ID b, \ ` / ohs ��^��' h ti II RIM = 851.95 ��,��� ' 'r ' xOh I1 ! �' !/ I I I °I j 7. After stripping topsoil, proof roll subgrade with a medium weight roller
x TC 853.95 INV. E= 848.07 X X o6 \ TC 853.40 !� 1 I o I �o I 1 I >I I I
6 , I �° ` I TC 854.00 1 _ 1 , \ �^ I� ! i ��, I I I,I I I F determine locations of unsuitable material. Geotechnical engineering firm
TC 853.75 TC 854.00 h INV. W = 848.07 BC 852.90 ^ / h° ry providing testing services shall make determination for the removal of any
^C, I ��, TC 853.50 BC 853.45 BC 853.25 BC 853.50 I BC 853.50 SEE DETAIL o 853.00 x x0 a° I I
o BC 853.00 I X X �� 15 \ X I i X x xo I unsuitable material and /or the need for underdroins within the proposed
CQ
00 \ �, � ° \ ��,� �°, \ I �` \ ` I I I ^ / I I I I I I I parking areas at the time of construction.
-- --- - - - - -- a- - - - - -- I I I I I
-- - -- - -- -- -- ��b �10� Iy� h� a - -- �, - - - -- I I " / I 1 I "bird i - I / M8.'65 I ° 8. Provide positive drainage without ponding or bird baths in all areas.
STORM INLET 2 I / 0 - - - \x - e - �- 1 xoh I / I I I I ° I I I Contractor shall test for low spots and correct deficiencies at no additional
\ TC 853.05 oh 1 ' / RIM = 852.35 TC 853.50 TC $53.50 / a>pC ! TC 853.85 TC 853.851 / ^^ ( e' TC 8 3.40 I I INLET / I I I I
x X / " 8C 8 2.90 i I f cost to the owner.
\ BC 852.55 I 1�' / BC 853.00 SC 853.00 / �? �� I BC 853.35 II BC 853.35 �/ \ °� ohs I TOR = 852.16 / I I
\ / INV. E = 848.49 I I / \ �' x I I! ` I ( ) / I 9. Provide a 6" deep sum in all inlets.
\ I �. o 7
I \ INV. S = 848. IL I I // 77xoLF OF 15" RCP ®1 0.40% SLOPE li 1 I I I INV NW = 847/.76 I � I 1 I
\ { / SEE DETAIL 140 LF OF 15 RCP ®0.30% SLOPE I ^ INV(S) 847.176 I 00 1 I °I I I P P
MATCH \ / - - - - -- -- , ��
f TC 853.15 I \ / a a I ° 1 10. All structural fill should be free of stumps, limbs, roots, frozen soil,
EXISTING \ x TC 853.35 o - - - ° TC 852.80 �"1 TC 852.80 X 1853.25 / I 1 I I
\ 8C 852.65 I C 853.35 a w TC 853.15 / °,^� �, C 852.80. x �^� Xo 8C 852.30 I 852.75 ° D large rocks, trash, and all other foreign material. Fill should be
GRADE o ( �� / BC 852.85 yti 0_ BC 852.85 0 BC 852.30 I I / tt 1 �h I g
BC 852.65 / �h ^ BC 852.30
h O \ hh� P, I I w I I CONNECT 0 �XISTING / I I ' I oo I
\ x 1 / o ao Xh �� I I �' I I I adequately compacted in a maximum of eight -inch lifts.
�. I / // I I col
�4 -'M - X eh X T 853.00 \ I � I I STORM IN ET AT 847.76 / �� I I ° I ° I � LEG E
8C 852.00 / �, �,. TC 85
TC 852.50 i �`' !�`'� o� ^a BC 853.25 a TC 853.05 TC 853.20 TC 853.00•• X� 852.80 a \ o i
� ^ ! � � 852.80 � � � X do B 85z.50 \ �h�. I ^� � e0 / oaf I I `fah I I > PROPOSED GRADING N D
BC 852.55 8C 852.70 III 1 ao.
BC 852.50 �` �° x\ �`' o°
h x FFE = 853.00 �� °o\ pp I I
0° x \ V i \ 10 h^ �a 1 WIP COFFEE SHOP oh�J �� X U 852.$0 1� --.-�1
�^ a a TC 853.35 n �,� �� � �,� ea suRE ^ h� `ti U� ll 11
h o° 8C 852.85 U a o o TC 853 50
`�^ h ^' ^� \ � ------------ - - - - -- -``� zozssF �y�
0 0 oh Y�o \ o^ �" ` - - -- TC 53.00 II I
852.80
\^ \ h�. x \ \`n ' ORM INLET 3 8C
TC 851.89 `F "� \ I _ - - �� h�. h�- I
8C 851.39 ��^ \ ��'��' IM = 851.40 \ ------ - - - - -- I
\ o I JINV. N = 848.65 TC 853.00 ��" ° / I x �I
II IIII I ' / I I I I I I
8C 852.50 o I / I
o v_ INV. S= 848.65
\ �o X�' ^�� ha x! J I TC 852.90 ` ~' ^ l \\ / a a TC 852.55 TC 852.70 I STORM INLET
NSF \ �° 0Y, x _� _ � 00 1 / 'kE' DETAIL o X�h o�' BC 852.45 J ti BC 852.05 III ( I
0 8 /- - - - a BC 852.40 as a > o a x hl I I
I o o ti BC 852.20 RIM = 851.95 \ \ I I I I
I �o / a h ^� 0 ham. I INV. = 8.15
\ \W\ x `S� \ \ - - -- -_ - -- X� o - c �.cw� o b. v -o.o o -.o.° a b o. -oo.�o -o v.e v�Ceo v ev.
6 Q tiT �� �h \� \ �`�"'��a ha o �� x� INV. S = 8 48.15
TC 852.20 �' TC 852.60 /�� . X X a ORNiTHRU ° >'852.9 . boo I I �S:EE DETAIL I ^ / x� l I \ , / /
BC 851.70 1 BC 852.10 ` �"'' TC 5 1h \ { x I I
^ ^ h BC 52.45 o I \
- - -- - - - - --
\ o%I TC 852.60 h� Xoh�' z is sF $ x X - _ a xoh 1 I t �� 1 f ah
a \x� I h I a® v a v.a v v a v a v aX\ o v 4 I �c I ° I
BC 852.10 A° ati i - 1 I / l ao I I
TC 852.80 ) I x / I I I
1 x h "P. TC 852. i < BC 852.30 ^x 052.95
\ �, \� x� h�ti BC 1 852.45 X I II ! I I I c I I
1 � TC 852.90 ? 1 oh BC 85 xo I I - X \ a o
BC 852.40 � - � aox x i I
^� = r- -- - -- - - - - -- a � `'/ III / DRAINAGE /MANHOLE
-- -- - - -- V� I I
1
1 o�`t 851.70 110' �x�hh�•o� -- --- - - - - -- �J I ! TOR - 8 0.90
TC 82.40 a p TC 853.00 �1 �� h�h� ti 1 II / / / INV( = 844.90
1 X h x 1 6 TC 3 00 TC 853 50 / ( ) / / ( I
h � ti BC 8 1.90 0� I BC 852.50 � a � I I
9 8C 2.50 BCa 1 I / INV(S) 844.90
r \ I 852.80 XO °�
xoh ^f �ti as \ 852.80 y� ox x
h ^� I h� \ \I �,� h 1' ti� I I / x III III[
I I Y( }060 F O
h I 1
T ,�• 00 1 I 852.80 � �\ �- ._
I ti x �� STORM INL 4 L I 1� I I �^
I I I / I o� h^ Xo IXO I oa I / x0
x<o RIM = 851.0 i 11 o o
� / � I FFE = 853.00 � I � I ^ � a ! x a � ��'• I I
�xohti \ INV. N= 848.95
11
TC 853.00 LO I' SEE DETAIL I I x , ��
al BC 852.50
1 a`� o I a ti°
h ohry\ 'b STORM INLET 6
Ill 1 IN I
° I I I (I I I J I RIM
- - 8 52. 25
NV. N
80 TC 852. 48 .62 I II I ' I I I ti I 1I I I I
0 4 I
Ial I k I l
a
I I
30 � INV. S= 8
� I Xb BC 852. T7 � I � 1 SEE DETAIL 1 I
BC 8$ S 2
20LF OF 4 AN (TYP.) - - - - - - - W ^ o a I o ^ a Ir- °o x ' Li x R URANi TC 853.00 x ME BC 852.50 X� h
00 o , TFFE = 853.00 X b
Z 't co
0) 1 C 852.80 . 9D
I 8C 852.30
I
I
I y I
I I I
i
had xo\ x0�
q o� o 0o I- x0
ry
f- I \ ! ° �^� �^ �`' \ x ,^ h I oo ` \ X
LrJ Z I ^o\ °a o �, ^ �^ �� l ^� �8 X
12 W ti o l ah o x\ oh
o o\ \ x��� ^�
I TC 8 .23 \ ^o ^o `
� � I BC 850.73 �h ^� �`'�,�^ TC 852.25 0 ��`' � - - - - �' `' _ _ �
O I �� / \ BC 851.75
Z Z_ o o c _ � a � �^ °�
a TC 852.35 • �`'� I \ I I I / I I
h° oho o \ ^� �^ 851 85
O TC 851.27
BC 850.77 \ `� TC 852.80
.d. I TC 852.45 TC 852.25 / x 852.60 8575
I
o m 8C 651.95 BC 852.72 / oh^ T 53.00 182 75 ^��I
TC 851.30 I ho 1 8C 851.75 / / 8gxI852.50 - -- xoh I I I I DRAINAGE MANHOLE
° BC 850.80 / �yx \ /fT r x / TOR = 52.1
�ti I -- - - - - -- �,^ `- -� I I �� i II I INV(N) 84 12
o• a o x ti / I / I
� o h ,• � INV(W) 84 .92
X o`O xx h °' ^�' x TC 852.25 _ ^ X X �°
Vv �, x a TC 852.60 _ _ x . ^ I I
INLET ��' I o �� ^^ BC 851.75 TC 852.35 ^° x� ' - h�ry - - le .`'
�^ 8C 852.10 TC 852.80 - - o - -TC 852.80 TC 852.65
TOR = 851.70 MATCH
8C 851.85 oh _ - '852- - BC 852.30 BC $52.15
INV(E) = 848.40 EXISTING x TC 851.75 `� BC 852.72 �� IX �loa era II I 1 I I
INV(W) = 848.30 o GRADE I BC 851.25 - - - - - - SLOPE ASPHALT TO 1 BELOW °
o•� TOP OF CURB AT CORNER. ^a ' 1 \ ) I I I I
INV(N) = 849.25 oh �,� II /1 I I \ - - - - - 18" RCP- - - - - - - - - - - - - -_ -_ -_ II �' TC 851.85
18' RCP _ _ _il __ _ -- I R= - - - -- _ - - - - - -- IIII
�-I - _ - - _ _ _ _ 8C 851.35
- o �- TC $51.10 - ! /J ^ a - -I �f \ - - - - - - - - - - - TC 852.20 - - - - - TC 851.30 - - `� o��
- - - - - - - o o h h \ BC $52.70 - _ _ - 8C 850.80 I
0 0 o I II \ 1 J
BC 850.60 X ^� I \ INLET x _ - -
0 0 o TC 851.30 �_ X X/ C 850.00 I I I I to I I
OR = 850. 5 _ _ - 85 TC 851.10 BC 849.50 �') y I I { I
oh� o ho' oho I 8C 850.80 - - - - - 1 - - TC 850.20 8C 850.60
�
I V(E) = 84 .4 8C 849.70 I °I
2
o INII , I I II
Xo I ^ ^ f - I V(NW) = 8 8.45 8 0.45 85 .10 _ I h TC 851.10 I 850.4 h �
z TC 851.00 Xo I a 8C 850.60 8 0.45 �h o
°ah�� ati BC 850.50 \ / a X I P 1 I J I
h �a oh ^ °. eh x T6 850 9 - o - - K 850.20 BC $49.05 aotial I I 1 hoo
oa _ - - - - BC 850.42 BC 850.41 - - 8C 849.70 ham WQ �°
MATH __ - --- - 1- oao ago \� a�10
xoao XISTI G g49 '- --- - - - - -0 1/ I W
o�`ti �°"' GRA E ------- - - - - -- I - oo 1�, II nol �° -
-- - - - - -- I
- _ -MATCH
Xoa
_ _ - EXISTING ^� w
MATCH - - - --- o �� - - - - -- -_ ` -- - �a1 GRADE a� I II � / / o I I o0
EXISTING _ - --- oa _------ 848 oat oa Xo ^
GRj DE - ~ ooa - aoa xoa0' _ - - - - XO x X 0a�° I Q\ / �,' I I�
xoao\ xoa xo /� \\ / /tea t 00 I I co
SUZANNE AND WALTER SCOTT CONNECTION / L
CHARITABLE REMAINDER UNITRU$T UNKNOWN I // z co
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U /T /A MARCH 12, 1997x0 / / oars aa?I
INSTRUMENT #98 -30868 Q °o / / hie X 0 i
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www.civil- designs.com
10
DESCRIPTION:
800.00
PROPOSED ELEVATION
D.S.
DOWN SPOUT FROM ROOF
INV
STORM SEWER INVERT ELEVATION
TC
TOP OF CURB ELEVATION
BC
BOTTOM OF CURB ELEVATION
TW
TOP OF WALL ELEVATION
BW
BOTTOM OF WALL ELEVATION
RIM
RIM OR FLOWLINE OF CASTING
795
PROPOSED CONTOUR
�a
WATER VALVE
SQ.
FIRE HYDRANT
i
WELL
(D)
HOSE 818
OO
SANITARY MANHOLE
CONC.
CONCRETE
SQ.
SQUARE
i
SQUARE FEET
(D)
DEED BEARING /DISTANCE
(M)
MEASURED BEARING /DISTANCE
CONC.
CONCRETE
SQ.
SQUARE
SF
SQUARE FEET
(D)
DEED BEARING /DISTANCE
(M)
MEASURED BEARING /DISTANCE
The underground utilities shown have been located from field survey
information and existing drawings. The surveyor makes no guarantees
that the underground utilities comprise all such utilities in the area,
either in- service or abandoned. The surveyor further does not
warrant that the underground utilities shown are in the exact location
indicated although the surveyor does certify that they are located as
accurately as possible from information available. The surveyor has
not physically located the underground utilities.
2 13 14 115 116
20 0 10 20
( IN FEET )
1 inch = 20 ft.
(ASSUMED NORTH)
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REVISION RECORD
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• No
= : PE10300058 =
STATE OF
GX
,i /ONA% -E` , %
,
'IIIIt1
R.,,,,, c. H,t
DATE: 31 18 1 Z005
L
DWN BY: ACH
CHKD. BY: ACH
SCALE: 1 "-20'
DATE: 03 -18 -2005
Civil Designs
2415 Directors Row Ste.E
Indianapolis, In 46241
317- 244 -1968
FAX -244 -1969
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C3.0
SHEET OF
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PROJECT NUMBER
05
-110
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C3.0
SHEET OF