HomeMy WebLinkAbout046-90 Carmel Science & Tech Park GradingEX. 8" GRADING NOTES:
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• • • / I. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. ELEVATIONS IN PARKING AREAS ARE EDGE OF PAVEMENT ELEVATIONS. FOR TOP OF
• 0 / / CURB ELEVATIONS ADD 0.5 FEET FOR CHAIRBACK CURB AND 0.3 FEET FOR ROLL
CURB AND GUTTER.
A�.0b/ 403 3. TOPOGRAPHIC AND PLAINMETRIC NFORMATION FROM PHOTOGRAPHIC COMPILATION BY
/ OTHERS. ACCURACY HAS NOT BEEN TOTALLY CONFIRMED BY PAUL I. CRIPE. INC.
T.C.=42.0 ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
• 00 � , / 0. 4. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL
/ AREAS. UPON COMPLETION OF MASS EARTHWORK. TOPSOIL SHALL BE SPREAD TO A
-7 / / �6-11 DEPTH OF 4 TO 6 INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES.
MOUND AREAS, AREAS BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED
i O AREAS OUTSIDE OF BUILDING AND PARKING AREAS.
- / 5. STRAW BALE DAMS. SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL
All, ?o�' I - • / X ' i i-1 EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION.
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22ND STREET x A10 r—
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do 605
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25' OF 4' /
BUILDING #1 k I SS.D. (TYP)
I F.F. = 44.0 I k
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609
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25' OF 4' S.S.D. (T /
404
x T.C.=42.3
1h
X a
k� k
x
k V
/ k /
610 15"
I � `
T. C. = 43.00
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x
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x x
x
x608 k`
k
T.C.-
a42.40
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BUILDING #2 I
- - - F.F. _44.0
4 BUILDING DRAIN (TYP)
BY OTHERS
x
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N88059'30"E
20.00'
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••ESSIONAL
PAUL I. CRIPE INC. • ENGINEERING
, • LAN LAND SURVEYING
7172 GRAHAM ROAD • ARCHITECTURE
INDIANAPOLIS, INDIANA 46250 LAND PLANNING
(317) 842-6777
u
LEGEND
STANDARD MANHOLE
EXISTING
CLEAN OUT SANITARY SEWER
000 TYPICAL STRUCTURE
NUMBER
STREET INLET
CURB INLET
STORM SEWER
S.S.D.
/ RIP RAP
DITCH GRATE STORM STL END SECTION
INLET MANHOLE
EX. STORM
gyp/ PROPOSED SPOT GRADE
X
*14
PeePO�G����P
FP
BLOCK 11 CSTP
ENG. CHK:
i
�
I
CLIENT:
TECHNOLOGY CENTER ASSOCIATES
DWG. TYPE
FILE NUMBER
•y9•
L
TECH CHK:
DRFTNG. CHK:
DRAWING TITLE: GRADING & DRAINAGE PLANJOB
NUMBER
8
-0
1.31
1181—
in
Lf�
41f
k
x
k
x
• n•• �.�...�. - ---
WOW
Im1/I/1 i .•;•�
QOAF A
•0 3
DATE
t•--- C.O.
T.C.= 43.7
I
I
4 BUILDI YP)
604
12 k
k
f
do 605
d C.=41.55 .,
25' OF 4' /
BUILDING #1 k I SS.D. (TYP)
I F.F. = 44.0 I k
a /
I i IN
--- JX
k� A4 6
�t.=42.SC
609
I i
25' OF 4' S.S.D. (T /
404
x T.C.=42.3
1h
X a
k� k
x
k V
/ k /
610 15"
I � `
T. C. = 43.00
I
k x x aq
x
I '
I
mimm
x x
x
x608 k`
k
T.C.-
a42.40
t
I 11
U
H
BUILDING #2 I
- - - F.F. _44.0
4 BUILDING DRAIN (TYP)
BY OTHERS
x
�x d;
a
�O
k
I _
8• O
O
C.�
- k �
6w O
_ r -)
Alit
0
O
5 z
T. =42.4
lIIv
606 ••
•0 <0>,
O
O
O
O
O
O
IJ
N88059'30"E
20.00'
Mal
••ESSIONAL
PAUL I. CRIPE INC. • ENGINEERING
, • LAN LAND SURVEYING
7172 GRAHAM ROAD • ARCHITECTURE
INDIANAPOLIS, INDIANA 46250 LAND PLANNING
(317) 842-6777
u
LEGEND
STANDARD MANHOLE
EXISTING
CLEAN OUT SANITARY SEWER
000 TYPICAL STRUCTURE
NUMBER
STREET INLET
CURB INLET
STORM SEWER
S.S.D.
/ RIP RAP
DITCH GRATE STORM STL END SECTION
INLET MANHOLE
EX. STORM
gyp/ PROPOSED SPOT GRADE
X
*14
PeePO�G����P
FP
BLOCK 11 CSTP
ENG. CHK:
DRAWN BY:
SCALE:
1" = 30,
DATE:
5-7-90
CLIENT:
TECHNOLOGY CENTER ASSOCIATES
DWG. TYPE
FILE NUMBER
TECH CHK:
DRFTNG. CHK:
DRAWING TITLE: GRADING & DRAINAGE PLANJOB
NUMBER
8
-0
1.31
1181—
2 1 1 1 10 1 0
SHEET:
3
nc 1 C,