HomeMy WebLinkAbout04090039 Site Plans 02 5 of 9 Grading PlanGRAPHIC SCALH
0 20 40
1 inch 20 ft.
NOTE:
CONTRACTOR SHALL KEEP CITY STREETS
FREE OF MUD AND OTHER SUBSTANCES OR
DEBRIS. CONTRACTOR SHALL CLEAN
RANGELINE ROAD WHENEVER REQUIRED TO
DO SO BY THE CITY OF CARMEL.
1
rTh
0
LLJ
w
CD
0)
co
N
EXISTING CURB
REPLACE CASTI
NEENAH R -34
ADJUST LOCATI
CURB GU 1 1 L
Str. #521
TC EL= 848.56
LET (STR. #773)
G ONLY WITH
-L
N TO FALL IN
MEG 1848.60
847.65
847.13
MEG
MEG
MEG
MEG
CAR
848.52
848.52
848.58
848.58
hti
1 848.53
848.58
MEG
1 848.48
v1EL DRIVE
1 848.48
A
848.58 1
CD
10 V J
cLy
:i i 848.48
848.48 I
x848.32 1
847.96
847.46
848.58
NIB )1
848.46
847.95
847.45
846.37
846.62
Curb I
Str. #77:
INV W1
6
MEG
1 845.5
MEG
848.481
61
le
TC EL 847.96'
2" RCP 842.79'
48.08
847.58
IN PROPOSED S
0
MEG
848.0 I
4.
N89 °55'00"
848.50
(847.28
+6a6
TC 847.31
INV 842.93 s4
0
0
N89°
i
847.2
847.62
84 .6
847.30 1
847.24 1
84 ,3.18
290.00'
848.50
ACK
'�i lbf
847.50
,P
h
PROPOSED BUILDING
;/11,100 s.f.1
F.F.EL. 848.65
f e
fl
FIETA At
WAN
848.' 6
847.66
A90.00
MEG
845.07 I
MEG
0.76%
MEG
1 848.50
847.64
847.68
847.18
6
�p6
846.87 I
1 845.3
MEG
846.75 1
848.50 1
1
San itar
Str. #705 TC EL =846.5
848,25 1
c.o,
TC 847.
INV 84
847.71
847.63
847.13
Manhole
847.21
848.20
847.70
1 846.25
5
847.12
846.62
Storm Manhole
Structure 373 TC 845.79
INV N 15" RCP 3.65= 842.14
INV E 15" RCP 3.81= 841.98
MEG
847.50
847.00
INV. N 8 VCP= 831.65
INV S 8" VCP= 831.62
ADJUST TC 846.20
2 1 TC EL= 844.77
846.25
h 3
848.50
848.00
4,
o
847.32
846.82
846.75
845.60
846.94
846.44
845.34
844.84
846.94
846.44
846.85
846,35
MEG
843.54
H.P.
.4b 846.75
4,
+6 r
1845.74
H.P.
846.25
846.25
846.00
Str. #232 Std MH -1
NEENAH R=2556
e 845.50
+INVN= 840.45
INV S 840.45
Sanitary Manhole
Str. #708 TC EL.= 846.11
INV W 8" VCP 836.48
INV N 8" VCP 836.28
p5�ry 5`P
846.62
846.12
8
846.85
846.35
845.65
845.15
MEG
843.35 I
5
MEG
846.96
4 a
4.
4h
tiYo
MEG
845.7
Str. #215 Std MH -1
NEENAH R -2556
TC 845.50
INV S 841.45
INV W 842.10
Curb inlet
Str. #709 TC EL.= 845.81'
INV N 15" RCP 842.88'
INV S 15" RCP 842.54'
Curb Inlet
Str. #372 TC EL.= 845.65'
INV N 15" RCP 842.03'
INV S 15" RCP 841.94'
TOP 847.00
BOTTOM 843.00
Str. #1 Std MH -1
NEENAH R -2556
TC 846.00
INV N 839.98
INV S 839.98
AS-4
TC 846.50
INV .NW 839.43
IN'. SE 839.43
Str.#142 TC EL= 841.45
INV NW 12" CMP= 838.43
INV SE 12" CMP 838.37
EXISTING
GRRADING GEI7ZAL
LEGEND
STORM MANHOLE
STORM INLET
SANITARY MANHOLE
CLEANOUT
EXISTING GRADE
GRADING BOX
MATCH EXISTING GRADE
HIGH POINT
FLOW DIRECTION
PROPOSED FINISHED FLOOR
PROPOSED
"D0\
O
�.o
886.50
886.00
H.P.
886.00
F.F. EL. 848.65
1. THE CONTRACTOR SHALL VERIFY AU. DNENSIONS N THE FIELD PRIOR TO
STA/1TM CONSTRUCTION. THE CONTRACTOR SHILL BE RESPONSILE FOR ALL
FELD DIMENSIONS. IF ANY DISCRIPANCE8 ARE FOUND N TI•ESE PLANS FROM
THE AICIUAL. FELD COMMONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEEt 11D111TE.Y.
2 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING N AND AROUND SWING UTIJIY LNS AND ECTUFLENT. VERFY
COVER REQUIRBANTS BY UTILITY ANDIOR 1ITILITY COMPANES
80 AS NOT TO CAUSE DAMAGE
S. PRONDE POSITIVE DRAINAGE WITHOUT' PONDINO, N ALL AREAS AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH'
CONDITIONS.
4. TIE CONTRACTOR OR S1AL I. NOTIFY ALL UTI.11Y COMPANES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILtTES ARE PRESENT ON SITE
ALL VERIFICATIONS (Laotian, she, and depth) SHALL BE MADE BY THE
APPROPRIATE UTILITY COIIIPANES. WHEN EXCAVATING IS AROUND OR OVER
BOOTING UTN.lT ES, TIE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY 80
A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PFESENT TO INSTRUCT
AND OBSERVE DU R JG CONSTRUCTION.
L ALL PROPOSED SPOT ELEVATIONS ARE TIE FINAL PAVBADIT AND FINAL GRADE
ELEVATIONS.
8. TRENCHES FOR ALL STORM PIPES ARE TO BE BAaCFILED COMPLETELY WITH
ENGINEERED GRANULAR MATERIAL IF WWI 5 FEET OF PAVEMENT.
7. SEE APPROPRIATE DUALS TO DETERMINE SUBORADE ELEVATIONS BELOW
FNI$H GRADE ELEVATIONS INDICATED.
CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY
maenNe UTILITY LI0E.
C B
\D"
1 -800- 382 -5544
CALL 8- OR= YO., D G
848.45
848.40
847.95
847.90
848.65
848.60
848.15
848.10
1
I
0 46-
848.45
848.40
847.95
847.90
d
J
GRAPHIC SCALH
0 20 40
1 inch 20 ft.
NOTE:
CONTRACTOR SHALL KEEP CITY STREETS
FREE OF MUD AND OTHER SUBSTANCES OR
DEBRIS. CONTRACTOR SHALL CLEAN
RANGELINE ROAD WHENEVER REQUIRED TO
DO SO BY THE CITY OF CARMEL.
1
rTh
0
LLJ
w
CD
0)
co
N
EXISTING CURB
REPLACE CASTI
NEENAH R -34
ADJUST LOCATI
CURB GU 1 1 L
Str. #521
TC EL= 848.56
LET (STR. #773)
G ONLY WITH
-L
N TO FALL IN
MEG 1848.60
847.65
847.13
MEG
MEG
MEG
MEG
CAR
848.52
848.52
848.58
848.58
hti
1 848.53
848.58
MEG
1 848.48
v1EL DRIVE
1 848.48
A
848.58 1
CD
10 V J
cLy
:i i 848.48
848.48 I
x848.32 1
847.96
847.46
848.58
NIB )1
848.46
847.95
847.45
846.37
846.62
Curb I
Str. #77:
INV W1
6
MEG
1 845.5
MEG
848.481
61
le
TC EL 847.96'
2" RCP 842.79'
48.08
847.58
IN PROPOSED S
0
MEG
848.0 I
4.
N89 °55'00"
848.50
(847.28
+6a6
TC 847.31
INV 842.93 s4
0
0
N89°
i
847.2
847.62
84 .6
847.30 1
847.24 1
84 ,3.18
290.00'
848.50
ACK
'�i lbf
847.50
,P
h
PROPOSED BUILDING
;/11,100 s.f.1
F.F.EL. 848.65
f e
fl
FIETA At
WAN
848.' 6
847.66
A90.00
MEG
845.07 I
MEG
0.76%
MEG
1 848.50
847.64
847.68
847.18
6
�p6
846.87 I
1 845.3
MEG
846.75 1
848.50 1
1
San itar
Str. #705 TC EL =846.5
848,25 1
c.o,
TC 847.
INV 84
847.71
847.63
847.13
Manhole
847.21
848.20
847.70
1 846.25
5
847.12
846.62
Storm Manhole
Structure 373 TC 845.79
INV N 15" RCP 3.65= 842.14
INV E 15" RCP 3.81= 841.98
MEG
847.50
847.00
INV. N 8 VCP= 831.65
INV S 8" VCP= 831.62
ADJUST TC 846.20
2 1 TC EL= 844.77
846.25
h 3
848.50
848.00
4,
o
847.32
846.82
846.75
845.60
846.94
846.44
845.34
844.84
846.94
846.44
846.85
846,35
MEG
843.54
H.P.
.4b 846.75
4,
+6 r
1845.74
H.P.
846.25
846.25
846.00
Str. #232 Std MH -1
NEENAH R=2556
e 845.50
+INVN= 840.45
INV S 840.45
Sanitary Manhole
Str. #708 TC EL.= 846.11
INV W 8" VCP 836.48
INV N 8" VCP 836.28
p5�ry 5`P
846.62
846.12
8
846.85
846.35
845.65
845.15
MEG
843.35 I
5
MEG
846.96
4 a
4.
4h
tiYo
MEG
845.7
Str. #215 Std MH -1
NEENAH R -2556
TC 845.50
INV S 841.45
INV W 842.10
Curb inlet
Str. #709 TC EL.= 845.81'
INV N 15" RCP 842.88'
INV S 15" RCP 842.54'
Curb Inlet
Str. #372 TC EL.= 845.65'
INV N 15" RCP 842.03'
INV S 15" RCP 841.94'
TOP 847.00
BOTTOM 843.00
Str. #1 Std MH -1
NEENAH R -2556
TC 846.00
INV N 839.98
INV S 839.98
AS-4
TC 846.50
INV .NW 839.43
IN'. SE 839.43
Str.#142 TC EL= 841.45
INV NW 12" CMP= 838.43
INV SE 12" CMP 838.37
EXISTING
GRRADING GEI7ZAL
LEGEND
STORM MANHOLE
STORM INLET
SANITARY MANHOLE
CLEANOUT
EXISTING GRADE
GRADING BOX
MATCH EXISTING GRADE
HIGH POINT
FLOW DIRECTION
PROPOSED FINISHED FLOOR
PROPOSED
"D0\
O
�.o
886.50
886.00
H.P.
886.00
F.F. EL. 848.65
1. THE CONTRACTOR SHALL VERIFY AU. DNENSIONS N THE FIELD PRIOR TO
STA/1TM CONSTRUCTION. THE CONTRACTOR SHILL BE RESPONSILE FOR ALL
FELD DIMENSIONS. IF ANY DISCRIPANCE8 ARE FOUND N TI•ESE PLANS FROM
THE AICIUAL. FELD COMMONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEEt 11D111TE.Y.
2 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING N AND AROUND SWING UTIJIY LNS AND ECTUFLENT. VERFY
COVER REQUIRBANTS BY UTILITY ANDIOR 1ITILITY COMPANES
80 AS NOT TO CAUSE DAMAGE
S. PRONDE POSITIVE DRAINAGE WITHOUT' PONDINO, N ALL AREAS AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH'
CONDITIONS.
4. TIE CONTRACTOR OR S1AL I. NOTIFY ALL UTI.11Y COMPANES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILtTES ARE PRESENT ON SITE
ALL VERIFICATIONS (Laotian, she, and depth) SHALL BE MADE BY THE
APPROPRIATE UTILITY COIIIPANES. WHEN EXCAVATING IS AROUND OR OVER
BOOTING UTN.lT ES, TIE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY 80
A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PFESENT TO INSTRUCT
AND OBSERVE DU R JG CONSTRUCTION.
L ALL PROPOSED SPOT ELEVATIONS ARE TIE FINAL PAVBADIT AND FINAL GRADE
ELEVATIONS.
8. TRENCHES FOR ALL STORM PIPES ARE TO BE BAaCFILED COMPLETELY WITH
ENGINEERED GRANULAR MATERIAL IF WWI 5 FEET OF PAVEMENT.
7. SEE APPROPRIATE DUALS TO DETERMINE SUBORADE ELEVATIONS BELOW
FNI$H GRADE ELEVATIONS INDICATED.
CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY
maenNe UTILITY LI0E.
C B
\D"
1 -800- 382 -5544
CALL 8- OR= YO., D G
C
w
�J
5_,
0
o
O
ir
cD
.ca -5
u
c
k
D
o
��jj
0
,_Et3) 0
c
i
E-
GRAPHIC SCALH
0 20 40
1 inch 20 ft.
NOTE:
CONTRACTOR SHALL KEEP CITY STREETS
FREE OF MUD AND OTHER SUBSTANCES OR
DEBRIS. CONTRACTOR SHALL CLEAN
RANGELINE ROAD WHENEVER REQUIRED TO
DO SO BY THE CITY OF CARMEL.
1
rTh
0
LLJ
w
CD
0)
co
N
EXISTING CURB
REPLACE CASTI
NEENAH R -34
ADJUST LOCATI
CURB GU 1 1 L
Str. #521
TC EL= 848.56
LET (STR. #773)
G ONLY WITH
-L
N TO FALL IN
MEG 1848.60
847.65
847.13
MEG
MEG
MEG
MEG
CAR
848.52
848.52
848.58
848.58
hti
1 848.53
848.58
MEG
1 848.48
v1EL DRIVE
1 848.48
A
848.58 1
CD
10 V J
cLy
:i i 848.48
848.48 I
x848.32 1
847.96
847.46
848.58
NIB )1
848.46
847.95
847.45
846.37
846.62
Curb I
Str. #77:
INV W1
6
MEG
1 845.5
MEG
848.481
61
le
TC EL 847.96'
2" RCP 842.79'
48.08
847.58
IN PROPOSED S
0
MEG
848.0 I
4.
N89 °55'00"
848.50
(847.28
+6a6
TC 847.31
INV 842.93 s4
0
0
N89°
i
847.2
847.62
84 .6
847.30 1
847.24 1
84 ,3.18
290.00'
848.50
ACK
'�i lbf
847.50
,P
h
PROPOSED BUILDING
;/11,100 s.f.1
F.F.EL. 848.65
f e
fl
FIETA At
WAN
848.' 6
847.66
A90.00
MEG
845.07 I
MEG
0.76%
MEG
1 848.50
847.64
847.68
847.18
6
�p6
846.87 I
1 845.3
MEG
846.75 1
848.50 1
1
San itar
Str. #705 TC EL =846.5
848,25 1
c.o,
TC 847.
INV 84
847.71
847.63
847.13
Manhole
847.21
848.20
847.70
1 846.25
5
847.12
846.62
Storm Manhole
Structure 373 TC 845.79
INV N 15" RCP 3.65= 842.14
INV E 15" RCP 3.81= 841.98
MEG
847.50
847.00
INV. N 8 VCP= 831.65
INV S 8" VCP= 831.62
ADJUST TC 846.20
2 1 TC EL= 844.77
846.25
h 3
848.50
848.00
4,
o
847.32
846.82
846.75
845.60
846.94
846.44
845.34
844.84
846.94
846.44
846.85
846,35
MEG
843.54
H.P.
.4b 846.75
4,
+6 r
1845.74
H.P.
846.25
846.25
846.00
Str. #232 Std MH -1
NEENAH R=2556
e 845.50
+INVN= 840.45
INV S 840.45
Sanitary Manhole
Str. #708 TC EL.= 846.11
INV W 8" VCP 836.48
INV N 8" VCP 836.28
p5�ry 5`P
846.62
846.12
8
846.85
846.35
845.65
845.15
MEG
843.35 I
5
MEG
846.96
4 a
4.
4h
tiYo
MEG
845.7
Str. #215 Std MH -1
NEENAH R -2556
TC 845.50
INV S 841.45
INV W 842.10
Curb inlet
Str. #709 TC EL.= 845.81'
INV N 15" RCP 842.88'
INV S 15" RCP 842.54'
Curb Inlet
Str. #372 TC EL.= 845.65'
INV N 15" RCP 842.03'
INV S 15" RCP 841.94'
TOP 847.00
BOTTOM 843.00
Str. #1 Std MH -1
NEENAH R -2556
TC 846.00
INV N 839.98
INV S 839.98
AS-4
TC 846.50
INV .NW 839.43
IN'. SE 839.43
Str.#142 TC EL= 841.45
INV NW 12" CMP= 838.43
INV SE 12" CMP 838.37
EXISTING
GRRADING GEI7ZAL
LEGEND
STORM MANHOLE
STORM INLET
SANITARY MANHOLE
CLEANOUT
EXISTING GRADE
GRADING BOX
MATCH EXISTING GRADE
HIGH POINT
FLOW DIRECTION
PROPOSED FINISHED FLOOR
PROPOSED
"D0\
O
�.o
886.50
886.00
H.P.
886.00
F.F. EL. 848.65
1. THE CONTRACTOR SHALL VERIFY AU. DNENSIONS N THE FIELD PRIOR TO
STA/1TM CONSTRUCTION. THE CONTRACTOR SHILL BE RESPONSILE FOR ALL
FELD DIMENSIONS. IF ANY DISCRIPANCE8 ARE FOUND N TI•ESE PLANS FROM
THE AICIUAL. FELD COMMONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEEt 11D111TE.Y.
2 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING N AND AROUND SWING UTIJIY LNS AND ECTUFLENT. VERFY
COVER REQUIRBANTS BY UTILITY ANDIOR 1ITILITY COMPANES
80 AS NOT TO CAUSE DAMAGE
S. PRONDE POSITIVE DRAINAGE WITHOUT' PONDINO, N ALL AREAS AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH'
CONDITIONS.
4. TIE CONTRACTOR OR S1AL I. NOTIFY ALL UTI.11Y COMPANES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILtTES ARE PRESENT ON SITE
ALL VERIFICATIONS (Laotian, she, and depth) SHALL BE MADE BY THE
APPROPRIATE UTILITY COIIIPANES. WHEN EXCAVATING IS AROUND OR OVER
BOOTING UTN.lT ES, TIE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY 80
A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PFESENT TO INSTRUCT
AND OBSERVE DU R JG CONSTRUCTION.
L ALL PROPOSED SPOT ELEVATIONS ARE TIE FINAL PAVBADIT AND FINAL GRADE
ELEVATIONS.
8. TRENCHES FOR ALL STORM PIPES ARE TO BE BAaCFILED COMPLETELY WITH
ENGINEERED GRANULAR MATERIAL IF WWI 5 FEET OF PAVEMENT.
7. SEE APPROPRIATE DUALS TO DETERMINE SUBORADE ELEVATIONS BELOW
FNI$H GRADE ELEVATIONS INDICATED.
CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY
maenNe UTILITY LI0E.
C B
\D"
1 -800- 382 -5544
CALL 8- OR= YO., D G