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TC 852.50
SC 852.00
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\ TC 853.05
\\ 13C 852.55
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\ 8C 852.65
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XISTING GRADE/ MATCH EXISTING GRADE
TC 853.50
BC 853.00
oI
TC 853.25 N
BC 852.75
TC 853.35 a-
BC 852.85 V
TC 853.95 TC 853.75
BC 853.45 BC 853.25
7
110
12
13
14
15
D
GRADING NOTES:
xOh1- i I \�P II II 1 1 II 1. Contractor shall verify all dimensions in the field prior to the
x0`'� II I I commencement of construction. Any discrepancies found shall be reported
`4' I I I ooh I to the owner or the owners representative.
Alb o I i I I I �a i I
X", I ��a ��"' ��' I I l / I I I I 1 2. Contractor shall notify all utility companies 72 hours prior to
x x 1 ' t 1 / I I t j I I commencement of construction to verify whether utilities are present
on -site. Contractor shall notify utility company when excavating over or
CJNO
CTION r 1 aC1, I I Y I I around existing utilities so a utility representative can be present to observe
OWN I I i and instruct during construction.
P I I
3. All work performed by the contractor shall conform to local, state and
federal regulations.
II I I I
Q)\
I o� �° �� �' !/ I // 11 I I I I I 4. Damage to existing utilities shall be repaired to the specifications of
o I , �,�' Sti ' ! II / r r I I I II I the utility company at no additional expense to the owner.
� ^� ^D 'o�� ��`�' °I I I
I � x�h � j MATCH EXISTING GRADE, � � 5. Flow line elevations shown are at the ends of the pipes.
I 1) \ 1a " I f �� I I I° I 6. All proposed spot elevations shown at the elevations for final pavement
1 I x�h) 00 1 II P ! I I I II I I and final grade elevations.
STORM INLET 1 ,o 1 �^� /I ! I I 11
RIM = 851.95 �� ' ' x0 11 ! I �' 1 I I I 1 °I j 7. After stripping topsoil, proof roll subgrade with a medium weight roller
INV. E = 848.07 x x o _ -' TC 853.40 I 1 1 to determine locations of unsuitable material. Geotechnical engineering firm
TC 854.00 I TC 854.00 �,� INV. W = 848.07 -� BC 852.90 ! ,� / �o 1 I I providing testing services shall make determination for the removal of any
BC 853.50 I 8C $53.50 X SEE DETAIL o $53.00 t �� }' ' oy� I� �� �`' / xo c a °� I I I I CO. I I P 9 9
x5 1 5" \ x I I x x x�' I I I I �'a I I x unsuitable material and /or the need for underdrains within the proposed
parking areas at the time of construction.
5.00 �. oo \ y' a - - -- `- --
e l a - - -- - -- ,5a- - - - - -- - -- \ I I / I I I I I I I
h o , ' a lIl I / I I I 1 ° I I I 8. Provide positive drainage without ponding or "bird baths" in all areas.
` C 65 X j �� \1 x��� TC 8 3.40 1 Contractor shall test for low spots and correct deficiencies at no additional
TC 853.50 TC 853.50 / D>CX I TC 853.85 TC 853.85 /j i o I ( I INLET / I I I I
x ! 't 8C 8 2.90 I I cost to the owner.
/ ^� BC 853.35 II BC 853.35 �. / / I I I I I
BC 853.00 BC 853.00 / 0h h 5 11 I �\ I o �h e x , I I OR 852847/.76 / I o0 1 + I I
/I �'7' 77xLF OF 15 RCP �10.40� SLOPEI I 1 NV(NW) I I 9. Provide o 6 deep sump in all inlets.
140 LF OF 15" RCP ®0.30 SL PE I _ _ _ _ II I INV(S) 847.h6 I I I ° I I I
TC 853.35 / eD TC 852.80 �,� TC 852.80 I x 1853.25 // I I CO 1 °:9 I 10. All structural fill should be free of stumps, limbs, roots, frozen soil,
?55 5 BC 852.85 / 0���' C 852.80. x ��"�' BC 852.30 X0 �x BC 852.30 ( X ,� I 1852.75 / I 00 I large rocks, trash, and all other foreign material. Fill should be
5 / 8C 852.30 / ti 1 I I I adequately compacted in a maximum of eight -inch lifts.
I CONNECT 0 XISTING / I I c I
�X w I I STORM IN ET /AT 847.76/ / + 1 ° I I
^� �' / I I °I I °�°
- - - - - -X ' P x T 853.00 \ y I / / to I I° 1 l TC 8 TC 853.20 TC 853.00 852.80 h \ 852'80 oa B 852.50 \ I �y° r~�' 0 / ��1' 1 lm I P R D P O S E D GRADING LEGEND BC 8 8C 852.70 ° 1 x h�. \ x I I I °�
BC 852.50 � �• x � o°
X FFE = 853.00 9)
Oa o� a h�. ^� X
••>. (�' COFFEE SHOP h. ti $52.$0
PhD o �' _ hhh� ozss y�� o TC T0
o e� y4J \ �' �' `� - - -- - - -- �`� TC 53.00 II I
o x �5. ---- - - - - -- 852.80 I
in i - BC 52.50- - - - - -I
1�� \ ", o -, ARM INLET 3 ti \ ��
TC 851.89 `F "� \ �`' i I IM = 851.40 �D \ o sr / I ��� ��ti I-i 1 1 I
8C 851.39 I D �g /
\ O �1NV. N = 848.65 TC 853.00 \ �� 1
X
\ x �° \ \ a °o "`0 N o / � I (NV. S = 848.65 BC 852.50 \ o / \ / _
oh�h�' �a. ^r ha. x ! J I �EE DETAIL TC 852.90 \ ��' ,5° TC 8 2.95 I \ / a a TC 852.55 TC 852.70 I STORM INLET
0 0h BC 852.45 I \ i ti fl BC 852.05 BC 852.20 RIM = 851.95
\ x o
BC 852.40 DD D� o ^�a �� �� h INV. = 8.15 \ 1 I I I I
x h ti'
Dx�� I I
\Q\ \A \ x�h \�s \\ \ \ ��D- �'D �- - - - - x �o X e ° a INV. S = 848.15
v v v� v o. e o -v. o v v° tl b v. o o .�v. -e v v. o° C vXo '7 v o -v
TC $52.20 �'h TC 852.60 �\
'E= Ell-
X D MrViTHRU ° x �� °° I I ���lf E DETAIL /
BC 851.70 1 BC 852.10 \ �"' RE TC 852.95 .
\ \ \ I X ti z 76sF 8C X52.45 o
I�l
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BI
A
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IN
EXISTING ASPHALT
° r7
o v v
1 / STORM
INLET 2
TEMPORARY BENCHMARK
RIM =
852.35
■ - ■
INV. E =
848.49
{
/ INV. S =
848.49
{ \
/ SEE DETAIL
851.70
X
®
1
C 853.35
LIGHT POLE
ET
�9
/ BC 852.85
/
a
5ti
\�
oI
TC 853.25 N
BC 852.75
TC 853.35 a-
BC 852.85 V
TC 853.95 TC 853.75
BC 853.45 BC 853.25
7
110
12
13
14
15
D
GRADING NOTES:
xOh1- i I \�P II II 1 1 II 1. Contractor shall verify all dimensions in the field prior to the
x0`'� II I I commencement of construction. Any discrepancies found shall be reported
`4' I I I ooh I to the owner or the owners representative.
Alb o I i I I I �a i I
X", I ��a ��"' ��' I I l / I I I I 1 2. Contractor shall notify all utility companies 72 hours prior to
x x 1 ' t 1 / I I t j I I commencement of construction to verify whether utilities are present
on -site. Contractor shall notify utility company when excavating over or
CJNO
CTION r 1 aC1, I I Y I I around existing utilities so a utility representative can be present to observe
OWN I I i and instruct during construction.
P I I
3. All work performed by the contractor shall conform to local, state and
federal regulations.
II I I I
Q)\
I o� �° �� �' !/ I // 11 I I I I I 4. Damage to existing utilities shall be repaired to the specifications of
o I , �,�' Sti ' ! II / r r I I I II I the utility company at no additional expense to the owner.
� ^� ^D 'o�� ��`�' °I I I
I � x�h � j MATCH EXISTING GRADE, � � 5. Flow line elevations shown are at the ends of the pipes.
I 1) \ 1a " I f �� I I I° I 6. All proposed spot elevations shown at the elevations for final pavement
1 I x�h) 00 1 II P ! I I I II I I and final grade elevations.
STORM INLET 1 ,o 1 �^� /I ! I I 11
RIM = 851.95 �� ' ' x0 11 ! I �' 1 I I I 1 °I j 7. After stripping topsoil, proof roll subgrade with a medium weight roller
INV. E = 848.07 x x o _ -' TC 853.40 I 1 1 to determine locations of unsuitable material. Geotechnical engineering firm
TC 854.00 I TC 854.00 �,� INV. W = 848.07 -� BC 852.90 ! ,� / �o 1 I I providing testing services shall make determination for the removal of any
BC 853.50 I 8C $53.50 X SEE DETAIL o $53.00 t �� }' ' oy� I� �� �`' / xo c a °� I I I I CO. I I P 9 9
x5 1 5" \ x I I x x x�' I I I I �'a I I x unsuitable material and /or the need for underdrains within the proposed
parking areas at the time of construction.
5.00 �. oo \ y' a - - -- `- --
e l a - - -- - -- ,5a- - - - - -- - -- \ I I / I I I I I I I
h o , ' a lIl I / I I I 1 ° I I I 8. Provide positive drainage without ponding or "bird baths" in all areas.
` C 65 X j �� \1 x��� TC 8 3.40 1 Contractor shall test for low spots and correct deficiencies at no additional
TC 853.50 TC 853.50 / D>CX I TC 853.85 TC 853.85 /j i o I ( I INLET / I I I I
x ! 't 8C 8 2.90 I I cost to the owner.
/ ^� BC 853.35 II BC 853.35 �. / / I I I I I
BC 853.00 BC 853.00 / 0h h 5 11 I �\ I o �h e x , I I OR 852847/.76 / I o0 1 + I I
/I �'7' 77xLF OF 15 RCP �10.40� SLOPEI I 1 NV(NW) I I 9. Provide o 6 deep sump in all inlets.
140 LF OF 15" RCP ®0.30 SL PE I _ _ _ _ II I INV(S) 847.h6 I I I ° I I I
TC 853.35 / eD TC 852.80 �,� TC 852.80 I x 1853.25 // I I CO 1 °:9 I 10. All structural fill should be free of stumps, limbs, roots, frozen soil,
?55 5 BC 852.85 / 0���' C 852.80. x ��"�' BC 852.30 X0 �x BC 852.30 ( X ,� I 1852.75 / I 00 I large rocks, trash, and all other foreign material. Fill should be
5 / 8C 852.30 / ti 1 I I I adequately compacted in a maximum of eight -inch lifts.
I CONNECT 0 XISTING / I I c I
�X w I I STORM IN ET /AT 847.76/ / + 1 ° I I
^� �' / I I °I I °�°
- - - - - -X ' P x T 853.00 \ y I / / to I I° 1 l TC 8 TC 853.20 TC 853.00 852.80 h \ 852'80 oa B 852.50 \ I �y° r~�' 0 / ��1' 1 lm I P R D P O S E D GRADING LEGEND BC 8 8C 852.70 ° 1 x h�. \ x I I I °�
BC 852.50 � �• x � o°
X FFE = 853.00 9)
Oa o� a h�. ^� X
••>. (�' COFFEE SHOP h. ti $52.$0
PhD o �' _ hhh� ozss y�� o TC T0
o e� y4J \ �' �' `� - - -- - - -- �`� TC 53.00 II I
o x �5. ---- - - - - -- 852.80 I
in i - BC 52.50- - - - - -I
1�� \ ", o -, ARM INLET 3 ti \ ��
TC 851.89 `F "� \ �`' i I IM = 851.40 �D \ o sr / I ��� ��ti I-i 1 1 I
8C 851.39 I D �g /
\ O �1NV. N = 848.65 TC 853.00 \ �� 1
X
\ x �° \ \ a °o "`0 N o / � I (NV. S = 848.65 BC 852.50 \ o / \ / _
oh�h�' �a. ^r ha. x ! J I �EE DETAIL TC 852.90 \ ��' ,5° TC 8 2.95 I \ / a a TC 852.55 TC 852.70 I STORM INLET
0 0h BC 852.45 I \ i ti fl BC 852.05 BC 852.20 RIM = 851.95
\ x o
BC 852.40 DD D� o ^�a �� �� h INV. = 8.15 \ 1 I I I I
x h ti'
Dx�� I I
\Q\ \A \ x�h \�s \\ \ \ ��D- �'D �- - - - - x �o X e ° a INV. S = 848.15
v v v� v o. e o -v. o v v° tl b v. o o .�v. -e v v. o° C vXo '7 v o -v
TC $52.20 �'h TC 852.60 �\
'E= Ell-
X D MrViTHRU ° x �� °° I I ���lf E DETAIL /
BC 851.70 1 BC 852.10 \ �"' RE TC 852.95 .
\ \ \ I X ti z 76sF 8C X52.45 o
I�l
C
BI
A
1
I
J
J
W
W
Do
Z
ry
W Z
LLJI
r�
ZZ Z
2
3
1TC 852.60 x - - - - --
13C 852.10 _V, Ian. I 1 I I I
\ a \ ~\\ x�- I ti� I v® d�a v a." v v a v a X: \ v a" A �L' I / I 1 I 0h I °
\j a 1 TC 852.80 x� o ( ( 1 x / /J I 1 I I
� U, `' ' �0 TC 852. BC 852.30 ti TC 1 152.95 \ 1
\ 1 x 0 , r t4) ti. x h �ti. BC 852.45 \
h TC 852.90 A I / I I
�??,��� x0 \ \ 11 N
BC 852.40 - aox 1\ �` / 8C 85 \ o / II I / 1 I
--- - - - - -- ----------- - - - - -- ha. �° _ ° \ \�o�j fI DRAINAGE /MANHOLE /
1 - - a i l �� < x �' c� -- ---- - - - - -- ivR - v v.�v
TC 8 2.40 a° 851.70 TC 853.00 Jll h"'' �� `'�ti ti�� 1 I / INV(N)
ti � 0 1 hh II = 844.90 I
ti o TC 3 00 TC 853 50 i / ! / I I
h x Z� ti BC 8 1.90 0` I BC 852.50 x 0
O J` , � r ® ��" BC, 2.50 8Ca 1 / I i INV(S) 844.90
� _ \ x0 00
*
X X ��I 1 /
ti' �h • I x / / J I I
I JiC�� I •* I 7060 F _ I o I I
I ti STORM
INLET 4 \� I (
852.80 I I /
a J\1 LFFE = 853.00 o RIM = 851.0 1/ II \I
U_ INV. N = 848.95
xk TC 853.00 + I
I\ 1; DETAIL I x -'�'
al BC 852.50 ` ~\ �I I1 �ryti I p II / I o
°'ado III i rN I STORM INLET 6
ti^ I h�ti`�o 0 p ti r III { Kati 0�ti I I/ RIM = 852.25
\I ��ti �,� - - - - - -- III �a ,� h x � ( I INV.
`' ( o I ti�1 0 a BC 852.30a �� ^ X I !) I INV. S= 848.62
/ Ixtl I ti / T7 / SEE DETAIL
ti' $ 16 1 I 852.60 I
�° a // II BC 85 .2 x01 20LF OF UNO RDRAIN (TYP.) aoo ry II - - /j - - - - - - -
o x o �� �� R jAURANT I r I ! 1 II I
°y x0� / • `'., o�ti \ ' ~ I� / \��� � fiE a I TC 853.00
x I o ` 1 / x -F o sF 1 I BC 852.50
I o� �` o I` ~ !_� �`'_' e"' It
00 \ FFE = 853.00 s x�h Xo� / i I
CO 1 � I -- �-o�i=
1 I \ x 11 C 852.80 . `` oh I �° • I I I I I II� I I 60
I I 1 l BC 852.30.f--"'
52.30 ��a IL��
x I
o ~ ~ �a x \ y �o
Oo I \`_~ x0
° °oo\ � 0h` Oo \ \ a0`' I `' o��ti
0 \ x �� a �x x ®`'��`' \_ l e`' - `'� 6 = _ _ _ = _ _ = J a<-�
1 ,. �� 'b���` x I I 11 I
TC 8 .23 \ ° . o �`' `� 0 • ooh
BC 850.73 / °' ��� TC 852.250 \ - - - - - - - �� `' i /
_ 8C 851.75 I I
� °�'
o �- ' o ^,` D r / „a, / �^ � / I x0i I I o I EXISTING LEGEND:
I
�' 0� x tll. tip 1 .tsa / i I
TC 851.27 x
\ 0 � TC 852.80 1 /
BC 850.77 1 UZ
TC 852.45 x 852.60 85 5 I �� �) I I /
d BC 851.95 TC 852.25 BC 852.72 / o�� TC�xy 53.00 1875ti' ^�
TC 851.30 1 °,off 1 BC 851.75 I �� �� �� / CI 1x852.50 _ _ _ xo� I I I 1 DRAINAG MANHOLE
°�� BC 850.80 I l _. / 5 -�� I x - - - -- J TOR = 52.1
/ / ,� x \ / / -- ��- (( I INV(N) 84 .12 / I ° I I I
�a °� �° y -- - - - - -- `' `- xo �� I INV(W) 84.92
�°•x o' xx h°- ^fix TC 852.25 TC 852.60 x x �° X .° I 1 oh II 1 / a I
0 Vh �h x ^� as x - _ ti - - h h / oo �a� h� I
BC 851.75 < BC 852.10 hti' " - �`' 1 I
I , h h TC 852.35 � ° _ � - - -TC 852.80 TC 852.65 h -
MATCH I 0� �° BC 851.85 o TC 852.80 _ _ - - - `852- " I I r �5 501 1
0 8C 852.30 BC 852.15 i I I 1 1 a�
EXISTING �I x TC 851.75 `' BC 852.72 `ti � i � 10 �a l I
GRADE I BC 851.25 - _ _ _ _ SLOPE ASPHALT TO 1" BELOW �h //
` \ TOP OF CURB AT CORNER. I I
II /I I I~ \ - - - - - - 18" RCP- / 8C 851.36
-------------------- _------ - - - -TC 851.30 -`��� a / 53 II I 1 I 11 1 f
TC 851.10 - I / ?a - -I 1 TC 852.20 BC 850.80 o° 0 1 I
/ ti \ \ 8C 52.70 _ - �`' �`' e`' I I I I i cA 1 1 I I
BC 850.60 ° x h �' \ INLET \ - - - - - - .1 x C 850.00 a_ I � I I I
TC 851.30 1 - 851- TC 851.10 BC 849.50 v 1 I r ' 1
BC 850.80 - _ OR = 850. 5 - _ _ _ _ _ _ _ - \ - - TC 850.20' BC 850.60 � // ��
��° I o - - I V(E) = 84 .�S - - -
BC 849.70 I N I I I 1 11 1
1 V NW = 8 8.45 8 0.45 85 .10 I
X18 I h °^ / - TC 851.10 ( 850.4 �, I 1 1 I
8C 850.50 x� a BC 850.60 8 0.45 a ^>' o° x R; Co I o I I
e 11 � 1 1 °I I
- TC - 850.20 TC 849.55 yal / W I I
TG-- 850.9 - - BC 849.05 � �' I a
BC 850.42 BC 850.41 8C 849.70 x a �� oa WQ ° eao`' /�a
MAT H _ _ - - �a� a0 ° - ' \ / / I I Iz a� I
a0. XISTI G / / I° I L 1
x0
_gag - - - - - - - - - - W ( /
GRA E - -------- - - - - -- - -- oa��0 11��, I 11 n
__---- - - - - -- __ MATC
_____ - - -- - EXISTING .0 w / I
MATCH--/ _ - - _ a� GRADE a� I I I
- �a � x I - �
EXISTING a4a- - � / /
/ I I w
GRo DE
X11> x
a
0a° XO X I
a 0
W � 1 / ,0a v can I
X SUZANNE AND WALTER SCOTT CONNECTION // w N 11 i j ° 1
CHARITABLE REMAINDER UNITRU$T UNKNOWN I // Z �
a\ / :1
4
7
U /T /A MARCH 12, 1997x0 //
-, O / o
INSTRUMENT #98 -30868 6 I < O / D�
ao XOa� ' m a o`O� / X�
a� I O a°° x0
x� N x�
www.clvil- designs.com
12
3
14
DESCRIPTION:
IN
EXISTING ASPHALT
° r7
o v v
EXISTING CONCRETE
$
TEMPORARY BENCHMARK
Q
SECTION CORNER
■ - ■
d-
0
INLET
RAILROAD SPIKE FOUND
UNDERGROUND ELECTRIC
TOR =
851.70
MAC NAIL FOUND
®
INV(E)
= 848.40
LIGHT POLE
ET
INV(W)
= 848.30
ELECTRIC METER BOX
POLYVINYL CHLORIDE PIPE
INV(N)
= 849.25
TELEPHONE PEDESTAL
0,�
�, P
END SECTION
_
18" RCP
2
3
1TC 852.60 x - - - - --
13C 852.10 _V, Ian. I 1 I I I
\ a \ ~\\ x�- I ti� I v® d�a v a." v v a v a X: \ v a" A �L' I / I 1 I 0h I °
\j a 1 TC 852.80 x� o ( ( 1 x / /J I 1 I I
� U, `' ' �0 TC 852. BC 852.30 ti TC 1 152.95 \ 1
\ 1 x 0 , r t4) ti. x h �ti. BC 852.45 \
h TC 852.90 A I / I I
�??,��� x0 \ \ 11 N
BC 852.40 - aox 1\ �` / 8C 85 \ o / II I / 1 I
--- - - - - -- ----------- - - - - -- ha. �° _ ° \ \�o�j fI DRAINAGE /MANHOLE /
1 - - a i l �� < x �' c� -- ---- - - - - -- ivR - v v.�v
TC 8 2.40 a° 851.70 TC 853.00 Jll h"'' �� `'�ti ti�� 1 I / INV(N)
ti � 0 1 hh II = 844.90 I
ti o TC 3 00 TC 853 50 i / ! / I I
h x Z� ti BC 8 1.90 0` I BC 852.50 x 0
O J` , � r ® ��" BC, 2.50 8Ca 1 / I i INV(S) 844.90
� _ \ x0 00
*
X X ��I 1 /
ti' �h • I x / / J I I
I JiC�� I •* I 7060 F _ I o I I
I ti STORM
INLET 4 \� I (
852.80 I I /
a J\1 LFFE = 853.00 o RIM = 851.0 1/ II \I
U_ INV. N = 848.95
xk TC 853.00 + I
I\ 1; DETAIL I x -'�'
al BC 852.50 ` ~\ �I I1 �ryti I p II / I o
°'ado III i rN I STORM INLET 6
ti^ I h�ti`�o 0 p ti r III { Kati 0�ti I I/ RIM = 852.25
\I ��ti �,� - - - - - -- III �a ,� h x � ( I INV.
`' ( o I ti�1 0 a BC 852.30a �� ^ X I !) I INV. S= 848.62
/ Ixtl I ti / T7 / SEE DETAIL
ti' $ 16 1 I 852.60 I
�° a // II BC 85 .2 x01 20LF OF UNO RDRAIN (TYP.) aoo ry II - - /j - - - - - - -
o x o �� �� R jAURANT I r I ! 1 II I
°y x0� / • `'., o�ti \ ' ~ I� / \��� � fiE a I TC 853.00
x I o ` 1 / x -F o sF 1 I BC 852.50
I o� �` o I` ~ !_� �`'_' e"' It
00 \ FFE = 853.00 s x�h Xo� / i I
CO 1 � I -- �-o�i=
1 I \ x 11 C 852.80 . `` oh I �° • I I I I I II� I I 60
I I 1 l BC 852.30.f--"'
52.30 ��a IL��
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1 ,. �� 'b���` x I I 11 I
TC 8 .23 \ ° . o �`' `� 0 • ooh
BC 850.73 / °' ��� TC 852.250 \ - - - - - - - �� `' i /
_ 8C 851.75 I I
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o �- ' o ^,` D r / „a, / �^ � / I x0i I I o I EXISTING LEGEND:
I
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\ 0 � TC 852.80 1 /
BC 850.77 1 UZ
TC 852.45 x 852.60 85 5 I �� �) I I /
d BC 851.95 TC 852.25 BC 852.72 / o�� TC�xy 53.00 1875ti' ^�
TC 851.30 1 °,off 1 BC 851.75 I �� �� �� / CI 1x852.50 _ _ _ xo� I I I 1 DRAINAG MANHOLE
°�� BC 850.80 I l _. / 5 -�� I x - - - -- J TOR = 52.1
/ / ,� x \ / / -- ��- (( I INV(N) 84 .12 / I ° I I I
�a °� �° y -- - - - - -- `' `- xo �� I INV(W) 84.92
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0 Vh �h x ^� as x - _ ti - - h h / oo �a� h� I
BC 851.75 < BC 852.10 hti' " - �`' 1 I
I , h h TC 852.35 � ° _ � - - -TC 852.80 TC 852.65 h -
MATCH I 0� �° BC 851.85 o TC 852.80 _ _ - - - `852- " I I r �5 501 1
0 8C 852.30 BC 852.15 i I I 1 1 a�
EXISTING �I x TC 851.75 `' BC 852.72 `ti � i � 10 �a l I
GRADE I BC 851.25 - _ _ _ _ SLOPE ASPHALT TO 1" BELOW �h //
` \ TOP OF CURB AT CORNER. I I
II /I I I~ \ - - - - - - 18" RCP- / 8C 851.36
-------------------- _------ - - - -TC 851.30 -`��� a / 53 II I 1 I 11 1 f
TC 851.10 - I / ?a - -I 1 TC 852.20 BC 850.80 o° 0 1 I
/ ti \ \ 8C 52.70 _ - �`' �`' e`' I I I I i cA 1 1 I I
BC 850.60 ° x h �' \ INLET \ - - - - - - .1 x C 850.00 a_ I � I I I
TC 851.30 1 - 851- TC 851.10 BC 849.50 v 1 I r ' 1
BC 850.80 - _ OR = 850. 5 - _ _ _ _ _ _ _ - \ - - TC 850.20' BC 850.60 � // ��
��° I o - - I V(E) = 84 .�S - - -
BC 849.70 I N I I I 1 11 1
1 V NW = 8 8.45 8 0.45 85 .10 I
X18 I h °^ / - TC 851.10 ( 850.4 �, I 1 1 I
8C 850.50 x� a BC 850.60 8 0.45 a ^>' o° x R; Co I o I I
e 11 � 1 1 °I I
- TC - 850.20 TC 849.55 yal / W I I
TG-- 850.9 - - BC 849.05 � �' I a
BC 850.42 BC 850.41 8C 849.70 x a �� oa WQ ° eao`' /�a
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MATCH--/ _ - - _ a� GRADE a� I I I
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INSTRUMENT #98 -30868 6 I < O / D�
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DESCRIPTION:
IN
EXISTING ASPHALT
° r7
o v v
EXISTING CONCRETE
$
TEMPORARY BENCHMARK
Q
SECTION CORNER
■ - ■
REBAR FOUND
0
CUT "X" FOUND
RAILROAD SPIKE FOUND
UNDERGROUND ELECTRIC
MAG NAIL SET
GAS LINE
MAC NAIL FOUND
®
ELECTRIC OUTLET
TOP OF RIM
LIGHT POLE
ET
ELECTRIC TRANSFORMER
10
ELECTRIC METER BOX
POLYVINYL CHLORIDE PIPE
GROUND LIGHT
{�
TELEPHONE PEDESTAL
CORRUGATED METAL PIPE
END SECTION
CORRUGATED PLASTIC PIPE
SIGN
END SECTION
GAS METER
®
HANDICAP SYMBOL
o"a
WATER VALVE
CONCRETE
FIRE HYDRANT
w0
WELL
-0-
HOSE BIB
OO
SANITARY MANHOLE
DESCRIPTION:
IN
DRAINAGE MANHOLE
NNIIII
INLET
O
BUSH
JV
a
DECIDUOUS TREE
■ - ■
FARM FIELD FENCE
0
FLOWLINE
-- elec --
UNDERGROUND ELECTRIC
- -eas --
GAS LINE
INV
INVERT
TOR
TOP OF RIM
TOC
TOP OF CASTING
RCP
REINFORCED CONCRETE PIPE
PVC
POLYVINYL CHLORIDE PIPE
VCP
VITRIFIED CLAY PIPE
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
E.S.
END SECTION
R/W
RIGHT -OF -WAY
TBM
TEMPORARY BENCHMARK
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.
5
V
Civil Designs
2415 Directors Row Ste.E
Indianapolis, In 46241
317- 244 -1968
FAX- 244 -1969
20 0 10 20
( IN FEET )
1 inch = 20 ft.
(ASSUMED NORTH)
REVISION RECORD
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No
: PE10300058
STATE OF
.SSIONA�ENG
�0.tVOr, C. H J -
DATE: 311817005
DWN BY: ACH
CHKD. BY: ACH
SCALE: 1 "=20'
DATE: 03 -18 -2005
V
Civil Designs
2415 Directors Row Ste.E
Indianapolis, In 46241
317- 244 -1968
FAX- 244 -1969
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PROJECT NUMBER
05 -110
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C3mO
SHEET OF