HomeMy WebLinkAbout0037.95.3R
2�~
r2
00
I'U
b
0
I
ti
70
D
z
I
Z
+I
.s
N
0
0
GENERAL NOTES:
1) HE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR
VEIL NG THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM
THE RESPECTIVE CITY COUNTY, AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE
T E EXACT LOCATION OF ALL EXITING UTILITIES IN THE VICINITY
OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY
D COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES,
4 ALL QUANTITIES GIVEN ON THESE PRINTS VERBALLY OR IN THE
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BY THE BIDDING CONTRACTORS.
5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
S ANDARD5pfOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926
SUBPART APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5)
FEET IN DEPTH. ((�� )
DEPTH REQUIIRE EXCAVATION DESIGN OF AEDTIRENCH TWENTY (20) IN
Y A
REGESTERED PROFESSIONAL ENGINEER.
7 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND
C NTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS
PROJECT.
8 THE ENGINEERING SITE PLAN DOES NOT DISCLOSE THE REQUIRED
1 0 YEAR FLOOD ELEVATION OR WETLAND RESTRICTIONS IN
RESOURCES (IDNR . REQUIRED UU.S. ARMY DEPARTMENT TOFNENGINEERS OR THE
FLOOD INSURANCE) RATE MAPS (FIRM).
M 9 TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
T APPLICABLE LOCAL STANDARDS.
ONLY. SEE RECORD DIMENSIONS AND PATS FORREXACTOYINFORMATIONERENCE
1 1) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL
BE REPAIRED AND POSITIVE DRAINAGE PRESERVED.
12) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS /NOD. METHODS ASSOCIATED WITH THE PROJECT
I
EX. STORM INLET b ?b �a 1ST STREET S.E.
T.G.= 826.05
+
� + L
2b I 2b +® EX. STORM INLET
T.G. 826.04
to
INV
0 2b
q,Lb� EX SANITARY MH
20?
0
0
+
LEGAL DESCRIPTION
LOT NUMBERED 24 IN WARREN + PHELPS ADDITION. AN ADDITION IN HAMILTON COUNTY.
INDIANA. AS PER PLAT THEROF RECORDED IN DEED RECORD H, PAGE 258 IN THE OFFICE
OF THE RECORDER OF HAMILTON COUNTY. INDIANA.
ZONED
B -2 BUSINESS DISTRICT
BENCHMARK
F.F. ELEVATION OF OLD O "MALIA GROCERY STORE. ELEV= 824.52"
PARKING CALCULATION TABLE
PARKING SPACES PROVIDED = 10
PARKING SPACES REQUIRED 5
Cone per 300 cf.)
24' pb
3
D
n
s
rn
X
(P
z
70
D rn
o X
rn (P
D
(P
'o
z
D
r
D
r
r
rn
TAPER
1" IN LL
h
0 0�0� 0�2~
$ll" '15
n�2 " wv
Q110
ONW -10o
b
GRAP[11C SCALE
O 5 10 20
SGALE: 1" = 10"
a
b
TON'T DIG BLIND*
"IT "S THE LAW"
MYY Wftmcaotty moTrowN scrArf. MG.
Cal 1 -800- 382 -5544
2 Working Days
Before You Dig.
i,sb�c....i��I�rp�Yi
GiSTE'jq�zx�,�„'o
;.o = 8827 4
10 STATE OF r r�
too
��NAI
ALLAN H. WEIHE — REG. P. E. — IN #8827
vi
.i
LEGEND
MH
= MANHOLE
- --�- --
= FENCE LINE
T.G.
= TOP OF CASTING /CURB
y;
= POWER POLE
= EX. GRAVEL SURFACE
�--
= DRAINAGE FLOW
®
= PROPOSED GRADE
= EXISTING SPOT GRADE
RCP
= REINFORCED CONCRETE PIPE
0
= STORM INLET
0
= MANHOLE
(BI
= BELL MANHOLE
®
= STORM INLET
--�—
= PROPOSED CONTOUR
=
FLOWLINE
iE + T— — =
EX. OVERHEAD ELECTRIC + TELEPHONE
W W
- PERMANANT SEEDING -
SEE SOIL PROTECTION CHART
®
- EROSION CONTROL BLANKET W/
PERMANANT SEEDING CSEE ABOVE)
NORTH AMERICAN GREEN 5 -150
COR EQUAL
c
ti
a
b
TON'T DIG BLIND*
"IT "S THE LAW"
MYY Wftmcaotty moTrowN scrArf. MG.
Cal 1 -800- 382 -5544
2 Working Days
Before You Dig.
i,sb�c....i��I�rp�Yi
GiSTE'jq�zx�,�„'o
;.o = 8827 4
10 STATE OF r r�
too
��NAI
ALLAN H. WEIHE — REG. P. E. — IN #8827
vi
.i
w
W
W
z
(07
zW
LU0 0
wzo
>ce
dW
W IZ
�cdm
� 31
W ZOU
o
°z�
co
z
a
LL_l
n/
O
0
LA-
C) --�
Q �
a
w CQ
x
CL
MEET NO.
2
a
a
y;
0
Uz
W
ap
e
Im
!go
�
d
=5
w
W
W
z
(07
zW
LU0 0
wzo
>ce
dW
W IZ
�cdm
� 31
W ZOU
o
°z�
co
z
a
LL_l
n/
O
0
LA-
C) --�
Q �
a
w CQ
x
CL
MEET NO.
2