HomeMy WebLinkAbout006-94 World Wide Motors Grading Plan.1LEGEND 11 I
Existing Treeline
Existing Grade Elevation +� b 752.31 I I 1
Proposed Grade Elevation 750.33 o
2' Concrete Roll Curb 61750.00 750.50
6 Chairback/Integral Walk & Curb
Existing Grade Contour - - -749- - -
Proposed Grade Contour
Existing Ditch/Swale Flowline ° • °--�
Proposed Drainage Flow Annotation ==> I 1
0
Existin Sanitar Sewer
--0 Sanitary MH
o
UPSTREAM
INVERTS
STRUCTURE TYPE
DOWNSTREAM
INVERTS
CASTING
TYPE
GRAPHIC SCALE
Proposed Sanitary Sewer
12' RCP END SECTION
r--
1 - 2
�
Existing Storm Sewer iw_
-�
Storm MH
2
W
2
W
I
`
j I
�
30 0 1s 30 so
` . ........ ..... ......7ft
Proposed Storm Sewer
�
3
751.83
! ,
RETAIN. WALL INLET STR.
0W%1""1
Existing Catchbasin ❑ Curb
Inlet (Typ.)
0
C
152' OF 15' RCP O 0.90%
747.56
Proposed Catchbasin ❑
752.05
Cn
I
o
IN FEET )
Existing Powerpole C'0_1 Wv
749.42
v
748.93
l I
1 inch = 30 fL
Proposed Water Valve
Q
CURB INLET
U
R -3501 -TL
6
752.50
Existing Overhead Power Line
OH
r
m
+
6 - 7
Z
Existing Underground Water Line
W
v
I
SHEET:
PAVEMENT INLET
Proposed Underground Water Line
W
7 - 8
o
749.73
142' OF 12' RCP O 0.30%
749.30
Existing Underground Gas Line
8
751.99
I
R-3238
9
G
Proposed Underground Gas Line
G
�0
1 l
748.08
� �
748.00
' 1 '
10
751.09
CURB INLET
\
120
E
Site Address:
3900 East 96th Street
Indianapolis, Indiana 46280
Clay Township, Hamilton County
Proposed Underground ElectriLE •a'
cc Ine 00I , N 4000
�j
Proposed Underground Telephone Line - T �^ \ ,� Last 96th S 1 ,�� \• oHandicap Parking Space I `' �`�A"�° A `' ^k k� ►�a
Existing Fire Hydrant , i ASPHALT FIARMG Lor
Proposed Fire Hydrant
p I �• / I ,j � i /
Proposed 2'0 Concrete Parking Lot Light Base o
P.
Existing RCP End Section
Proposed RCP End Section
I F i 3
i ���h h I ►i" k1 �� b f`
l
ASPHALT PARKING LOT'iD
- E' FCTRICAL Z !llrrr"' h _ + °g y4 g
TRANSFORMER � + 748 - - y°' Cb.
� r
o -1 ( ASPHALT PARKWC LOT
r e' cINCRETE cine -� 746.90 FL 4
o --- - - - - ---- ---- -- } 747.50 FL - 8 0
FL HP �� 747.50 FL 9or �g S ��, r
�- ---- 749 - 748.50 FL + 747.00 FL o
h 748.00 FL °
X50 / - ' - - 74 - 748.00 FL koh 748.50 FL kq� 749.00 ary w a� °9 ASPHALT PARKING L 1a \
�k N 00'00 00 E 495.00 �k !�' 74x•50 FL I 00'00 00 E
x 749.4+ g 1 11�'
_ o e 1.00X Slope 749 k 35.00 j
e
N46.1
0 ! 52.01 U _750. 5 \ �� 52 7 �k 1 751.95 75031*ti ,� r �'` �k 1 75254 In
+ , �G 752.05 �►`�� 752.40 „b 75228 x 753.21 751.62 , _ - 750.71 ,y e5 IET
+ ��) kP 752.41 751.72 + 752.07 ���' 751.95 w - 7 8 'Y� ►'7 ���' 347.82 ��'
SO 751.91 - - 5 753.57 + S 750.83 !
11-10"q�l° q* - Q 753.07 750.59 750.93 I 50 FL
i i;J+ PIPE BULLAR �TYP)___ . 750.69 750-.-59
! � ti � oo
I752.5 753.57
752.00 75307
751.18 o p' �� '^ o
Ih 752.38 5 + _ o ^ LO 750.84 o
752.05 h 753.40 753.40 I ss
low- ee
e 752.14 n h'�'\ g°� o� �n � I l ea h�
Ah°' ' 751.81 A EES ^ ^ 4 ♦ Z 1 1<P
o + i 3 4 EE t 750.87 1 c° Go ,A 1 I o �r
1h1 i i 4) CI- d
TREES , '�' e ��.f .E - �' 751.84 x �50.¢y r`n.
E S e° 4f
P
/ EES TRE S7751.34r O d / 7 1.38 GRADE RE ch
753.57 0 751.23
WORLD
WIDE / 753.40 753.07 "'752.95 0 M
• f 5 34 ti"`y
1 � , , __ _752 omobtil Dealenship^N �Ln 9=W .I�o
A e + � GRADE BREAK o
IE= 747.22 'n 5 66 - -_ --� kti - ` c?� ^ r` 0 r• o 0
1 ^ �� + hti �hv`' + + 5` + 1 753.07 Ln
^ ^ ^ 1yo �hv�
� 7 3.40 � I ^ ^ o
1 1
1753. \ , h 753.40 752.25
ACK B e`� + 7 / SANITARY CLEANOUT 753'40 ,r ,i> °� 751.85 !
/ IE + 47.56 �) �� I , q 7.00' ! ��, X
r W
¢ M o� l
751.521,
n o I e + 7 3.30 , °
+ 6g
^ �� s \ \ �Sj -�+ >` + 53. 753.40 ^`'� - ��. - - - + 753.14 751.99
+ o + .6 - 749.00 [li
nuI o 0 753.07 m 00 S �� F- q�l
753.57 753.57 CO r•> ? o F
IE=747.30 753.07 753.07 I � to I N 752.48
x 53.22 \� k 1 w 747.71oq Y f `I C E OIL 752.76 2.64 ^ n 752.19
a Q 52.69 r
75
0°k 753.10 752.60 + w� 753.05 753.00 52.19 0 _� j
V 752.00 / � 752.76 �5`I' 2 S� 752.60 m 1
7s1��6/ - - - 6 PV - 752.55 752.50 75 .56 57-
/X ' I
r9 �� ALS 75208 ~ Q� 752.15 l i I
I � �b
2
+
753. 753.16 753.82 f i 749.50 Ft,.'
tiry j ;' 753.46 752.61 by 05 753.32 I
752.96 a 75267 752.38 229 752.10 752.1 0 752.3 0 7 66� 752.66 +
753.1 41 Ah'v g..
748.00 753.34 + +
752.68 752.52 + k 73.57 753.47 \ 754.16
t Q 752.99 75 .63 75.
34 1 - - - 51.86 - �° 753.28 753.7 753.66 / 7 3.5 0 ` e�
t v ti W 754. 754.28 7 3.2 1 750.00 FL N
\\' +1h , 53.68 a� 15 753.64 �Q� 753.99 7 9 754.1 753.85 c
ted' til + + I 53.39 0 `'� 754.28 f d 4.32 753.56 S? ^ W
753.9
+�' 1 54.07 75 .8 7 3.74 I 753.98 ,�•�` 0 753.99 154 754.58 754.0 a 750.50 FL o
� 3� 53.57 75 .5 7 .44 753.69 SS 752.44 754.38 75 .43 28 753.7 �S3 I I ' 00
/ 754.08 75 .14 \ 49 I ev � l
f 5S
\ / 'I 1748.63 54. 7 4 0 0 + + 0 +1 `•-\ 0 \ e9 0 o a ` o , RADE BREAK �� 4i rn
� o \`' REVERSE SLOPE 2' RLL CURB_+�' - % ry 75 .03 v /^=S$
1 \rte• /
+ + 7 ` EARTH RIS PILE 1 +\ ��R 75 .74 �.,�0 T-
♦ 0
4 �7- 54 �, ii x , I b� �p + + ye o
- - 754 - -- _ �_ 5k 75 .25 ✓ ----- - - - -- - x \ / --- - - - ---- --- - - - - I --- o e
pn
f CONCRETE R TYP --CURB GUTTER J= Sy ✓/ _
t- - --� --- \ IX. id' RCP �� ,EX. 15' RCP �� / q {� ' � J� 114.69 ��`�0 0 00'0000 E �`�n
Mati rn - 10 .73' ° S 00'00'OO�E 353 �3' {' MARIE \ I y1� 049
+cv - _ _ - - t - - - --- - - �' -- MODIFY EXIs-nNG CURB CUT v ' , '` '
_� =: _��, ®- --- 1.25 ti' �( o ASPHALT STREET i �,� �,� �;` M m 1 s 35.00 `
r S6 2' CONCRETE -TYPE CURB a GUTTER rn 1 _ _� _ ---- ---- -
Z _ 15 - -- -- - - - -- - -- - - - - - - - _ -- -b4 - - - 7 Q�
--- - _
-- - -- - - - --- -- - ^ -- - - - '� 0 7 cg
,SCc�IPA NEW CURB CUT - - ^h - - 754 - - .15A.6'4
j00
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-8'W- �8'w ' ` 8'YV-�� ---��- - 8'W--- - ' e'W B'W ESM >!'1N e.w- %55 C'w 8'w e'W e'w 8'w N co N
49 755 �* ! co N
W cp
- - --_ 756 it Ci
aL O O
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Southwest corner of the Southwest Quarter of
Section 8, Township 17 North, Range 4 East
(Found Harrison Marker)
GRADING NOTES 'W rn c i� J
0CV W o a.
1. For gutter line elevations using standard roll curb and Com! 'Li
gutter, subtract 0.33 feet from top of curb elevations and �i y''••. ti ,rX C-3for standard curb, subtract �
ft from
curb elevat onshalrbk. or�reverse--slope roll0 curb, subtract top 0.29 ffeet r/,1t' P1R0;%``N�`
from top of curb elevations to edge of pavement elevations.
2, Earthwork Balance - It is the Intent of these plans to
balance all earth materials onsite.
In order to satisfy themselves regarding the disposition of
the earth balance of the site, each bidding contractor shall
perform his or her own earthwork quantity takeoff prior to
submitting their proposal. Bidders must designate on the
proposal forms the quantities of any excess or shortage of
structural fill or topsoil materials anticipated. The
Contractor shall confirm all earthwork quantities prior to
the start of construction.
If an excess or shortage of earth is encountered, the Con-
tractor shall confirm with the Owner and Engineer the
requirements for stockpiling, removal or Importing of earth.
Minor adjustments to the grades may be required to obtain
earthwork balances when minor excess material or shortages
are encountered. It Is recognized by the parties hereto
that the calculations of the Engineer in determining the
earthwork quantities shall be accomplished in accordance
with the American Society of Civil Engineers Standards for
such calculations. Further, that these calculations are
subject to the Interpretations of sol borfngs regarding
physical limits of the various soil types, also the allowa-
ble variation in finish grade and compaction permitted the
contractor, and that all of these parameters may cause
either an excess or shortage of actual earthwork materials
to complete the project. If such an actual minor excess or
shortage of materials occurs, the Contractor shall contact
the Engineer to determine if adjustments can be made to
correct the Imbalance of earth.
3. ;Pot Elevation - If during the construction or survey
layout process it is determined that there are insufficient
spot elevations to properly construct the project or the
design grades appear to be too steep or flat for on-site
conditions, the Contractor shall contact the Engineer to
adjust or add additional elevations as required.
4. All clearing, burning, stump removal, debris disposal and
building demolition, if applicable, shall be performed In
accordance with applicable governmental rules and regulations
and shall include all items and areas depicted on the
Construction Plans and Specifications and apparent through a
visual site inspection.
5. Sol types on this site are MmA - Miami Silt Loam, 0 to 2% slopes and
MmB2, 0 to 6% as depicted by HAMILTON County Soil
Conservation mapping.
6. See Soils Report by. N/A
for fill recommendations and existing soil conditions. Any
soil investigation data furnished to Contractor by Owner
shall be for the convenience of Contractor, and Owner will
not be responsible for any variance in actual conditions with
such data or interpretations or conclusions drawn therefrom.
Data on subsurface conditions do not constitute a represent-
ation or warranty of the continuity of such conditions.
7. Building pad areas designated for fill for future buildings
shall be constructed of suitable fill material and compacted
per Specifications. All fill areas for building and parking
areas are to be stripped of topsoil prior to placement of
fill and proof rolled. Any areas containing soft, yielding,
or otherwise unsuitable materials shall be undercut or stab-
ilized by approved methods directed by the Soils Engineer.
Undercut areas shall be filled with approved materials and
shall be compacted per Specifications.
8. For grades between sidewalk and building, see Architectural
Plans.
9. Ail topsoil shall be placed in mounding areas and nonstruc-
tural fill areas. Upon completion of mass earthwork, topsoil
shall be spread to a depth of 4 to 6 inches In areas to be
seeded such as lake slopes, mound areas, areas between curb
and clearing limits, drainage swales and all disturbed areas
outside of building and parking areas.
10. At all times during the construction process, Contractor
shall make every effort to control excessive dust and keep
mud from being tracked onto existing streets adjoining the
site.
Contractor shall also make every effort to control soil ero-
sion.
Straw bale dams, sediment pits, silt fences, rfp-rap
and slotted barrel silt filters shall be Installed concur-
rently with the installation of the storm drainage systems
and the finish grading of surface drainage swales. These
measures must be correctly Installed per the Construction
Plans prior to acceptance of the earthwork and storm sewer
components by the Owner. See erosion control specifications
and erosion details for additional information. See Soil
Erosion Plan for additional information.
BTOW 8 1 UCTLAE DATA TABLE
STRUCTURE
NUMBER
CASTING
ELEVATION
UPSTREAM
INVERTS
STRUCTURE TYPE
DOWNSTREAM
INVERTS
CASTING
TYPE
1
12' RCP END SECTION
r--
1 - 2
J
747.30
30' OF 12' RCP O 0.26%
747.22
3
m
C
12' RCP END SECTION
v
�
3
751.83
RETAIN. WALL INLET STR.
w
R-3150
3 - 4
748.93
152' OF 15' RCP O 0.90%
747.56
4
752.05
Cn
CURB INLET
o
R-3501-Tl-
-3501-TL4
4- 5
749.42
139' OF 15' RCP O 0.35%
748.93
5
75228
Q
CURB INLET
U
R -3501 -TL
6
752.50
U
RETAIN. WALL INLET STIR.
r
m
R-3150
6 - 7
Z
748.88
250' OF 18' RCP O 0.357.
748.00
7
751.86
SHEET:
PAVEMENT INLET
R-3238
7 - 8
749.73
142' OF 12' RCP O 0.30%
749.30
8
751.99
PAVEMENT INLET
R-3238
9
12' RCP END SECTION
9 - 10
748.08
25' OF 12' RCP O 0.32X
748.00
10
751.09
CURB INLET
R -3501 -TL
11
-
12' RCP END SECTION
11 - 12
747.96
35' OF 12' RCP O 0.40%
747.82
12
750.65
CURB INLET
R -3501 -TL
Z
Ca
U
w
LLJ
W
r--
J
C
a
m
C
v
�
w
M
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J
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Cn
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W
W
-0
Q
Q
U
W
U
r
m
Z
Ca
U
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LLJ
l.i
r--
C
a
C
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w
0
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J
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W
-0
Q
Q
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U
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SHEET:
4