HomeMy WebLinkAbout07030006.3SITE UTILITY PLAN
1" = 20' -0"
0 10 20 40
0
SITE UTILITY PLAN
0
O
N SCALE: 1 "= 20' -0"
NORTH
N
-.u- -.�-
SOUTH LINE OF EX.
PIPELINE EASEMENT
RETAINING WALL SHOWN
FOR REFERENCE ONLY.
REFER TO STRUCTURAL
DRAWINGS
i
EX. TREE
(TYPICAL)
EX. FENCE (TOE AIVIN
BE REMOVED) Q
n n n
1
J
m
W
Q
LLJ
CO
Q
U
EX. LIGHTPOLE
(TYPICAL)
STAIRWAY PER -
ARCHITECTURAL
PLANS (SHALL
MATCH EX.
BIKEPATH FLUSH)
EX. CURB & GUTTER
(TYPICAL)
L,,,- w
146TH STREET
EX. HYDRANT E
EX. UNDERGROUND
8040'36 "Vv E
EX. BITUMINOUS BIKEPATH \
\ S86 013'01 "W I W
Wo 1
°03'46" W
l
N 89 °
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.. l
-
W
SL
m
U
z
O
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ous
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w
i d
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14 14 IVY S S�ipl FR• 850.45 �U 10 � 0/
w �\NOU OST INV. 847.45 O C-n y bv;RAI '�� c� .
50' -12" RCP ST.
I z R8.5 Sf W. CO 1.00%
I 1NO�s / °• I
T °•'
1 I 61 EENz / 10.5' y T
o EX 6" WATE RMAIN
F- I F-
T
• .� i
us--g]
EX. CURB & GUTTER
(TO BE REPLACED WITH DEPRESSED
CURB & GUTTER TO MATCH EXISTING
4 PAVEMENT FLUSH -TYPICAL)
EON.. -wa-
ORMER
RETE PAD
�-5' SHRUBS AROUND
CONCRETE PAD
GAS SERVICE LINE
ACCESS. PARKING
SIGN (VERIFY FINE
AMOUNT WITH CITY)
�EX. 12" RCP ST. SEW.
(TO BE CAPPED AND
REMOVED INTO SITE)
28' -6" SANITARY
SERVICE Q 10.00%
47' -6" SANITARY
SERVICE @ 8.26%
GREASE INTERCEPTOR
(SEE PLUMBING PLAN)
FR. 851.75(N)
FR. 851.45(5)
INV. 842.80(IN)
INV. 842.63(OUT)
10' -6" SANITARY
SERVICE @ 9.30%
SAN. MH #1
(BUILD OVER
EX. 6" LINE)
FR. 851.15
INV. 841.70
EX. INV. 839.70±
EX. SAN. MH
FR. 850.54
INV. 839.59(5)
i EX. ST. MH
,,�FR. 849.78
ST. MH #3
(BUILD OVER
EX. LINE)
FR. 851.15
INV. 846.95(W)
EX. INV. 846.50±
�EX. CURB & GUTTER
(TO BE REMOVED - TYPICAL)
12" D.I. WATERMAIN
�� .. ; ; t �� .. • • • : CONC. WAtK °. ..A
. Q
. Y I T
mmommmmodom j
N89034'1 6"E 104.32' �<91 I
6" TAPPING SLEEVE I I T
1 NEW SIDEWALK TO � l-/ IN VALVE VAULT
T FL ATCH EX. BIKEPATH EX gIS0M\NOUS EX. 10' UTILITY Y T
USH
pRNE TYPE II CURB EASEMENT
& GUTTER y+
(TYPICAL)
I I
EX. ST. MH y ( I
FR. 849.74
EX. 15' UTILITY I
EASEMENT y
II
--ACCESS. WARNING
STRIP (TYPICAL)
ACCESS. RAMP
12:1 MAX. SLOPE
(TYPICAL)
1. REFER TO ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS.
2. ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB.
3. ALL CURB RADII ARE 2.5', UNLESS OTHERWISE NOTED.
4. ALL SANITARY SEWER SHALL BE PVC SDR 35 PER ASTM D -3034 WITH
JOINTS PER ASTM D -3212.
5. ALL STORM SEWER SHALL BE RCP CLASS IV & JOINTS SHALL BE
FABRICATED & INSTALLED IN ACCORDANCE WITH ASTM C -443.
6. ALL STORM MANHOLE CASTINGS SHALL BE NEENAH R -2015 OR EAST
JORDAN 1050Z1 M1 PER HAMILTON COUNTY SURVEYOR'S OFFICE
STANDARD CT -2.
7. ALL STORM MANHOLES SHALL BE IN ACCORDANCE WITH THE
HAMILTON COUNTY SURVEYOR'S OFFICE STANDARD PLAN D-20.
CATCH BASINS SHAL BE IN ACCORDANCE WITH DETAIL D-20, WITH
THE ADDITION OF A 3 FOOT SUMP BELOW THE PIPE INVERTS.
8. WATERMAIN SHALL BE DUCTILE IRON CLASS 50 PER ANSI A21.5 AND
AWWA C151.
9. ALL CURB AND GUTTER SHALL BE TYPE II PER THE CITY OF CARMEL
STANDARD DRAWING 10 -11.
2 UTILITY NOTES
SCALE: NONE
I
PCC PAVEMENT
6 "x6 " - #10 W.W.F.
IT FROM BOTTOM)
COMPACTED AGGREGATE
BASE COURSE NO. 53
0
W co
ce LLJ
M
m
W C
CONCRETE PVMT. �m z z
3 W Q_
SCALE: NONE _ U Z
1.5"
2.0"
8..
(0 CL Z
Lu <
V Lu
Z ~ I` __j
CL
Z J
0u- E--
dS W
HMA SURFACE, TYPE A (165 # /S.Y.) C W W
Lu
HMA INTERMEDIATE TYPE A '%0 F-
(275 # /S.Y.) U () CL
COMPACTED AGGREGATE
BASE COURSE NO. 53
4 BITUMINOUS PVMT.
SCALE: NONE
1.5'
2.0"
10'
5 HD BITU
SCALE: NONE
1.5'
2.0"
8..
HMA SURFACE, TYPE A (165 # /S.Y.)
HMA INTERMEDIATE, TYPE A
(275 # /S.Y.)
COMPACTED AGGREGATE
BASE COURSE NO. 53
MINOUS PVMT.
hNIA JUKYAC.t, IYYtA )16Jii /J. Y.)
HMA INTERMEDIATE, TYPE A
(275 # /S.Y.)
COMPACTED AGGREGATE
BASE COURSE NO. 53
"...,. X1000 GEOGRID OR APPROVED
EQUAL; INSTALL IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS
6 ALT, HID BIT. PVMT.
SCALE: NONE
! �° J� 6
Vi Boa .2 o
w a NJ E
;�M Q o OD O
_0096 00
�o U
M • U
ZF co 0-2--8 h 6) o
0 a Q End a
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Revisions
PERMIT / PLANNING ISSUE
3/9/07
A
0
Drawn By Checked By
R.J.B. J.C.U.
Scale Date
I" = 20'- 0" 3/9/07
Job No.
2007-08_
Sheet No.
C1.1
EX. 15' UTILITY I
EASEMENT y
II
--ACCESS. WARNING
STRIP (TYPICAL)
ACCESS. RAMP
12:1 MAX. SLOPE
(TYPICAL)
1. REFER TO ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS.
2. ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB.
3. ALL CURB RADII ARE 2.5', UNLESS OTHERWISE NOTED.
4. ALL SANITARY SEWER SHALL BE PVC SDR 35 PER ASTM D -3034 WITH
JOINTS PER ASTM D -3212.
5. ALL STORM SEWER SHALL BE RCP CLASS IV & JOINTS SHALL BE
FABRICATED & INSTALLED IN ACCORDANCE WITH ASTM C -443.
6. ALL STORM MANHOLE CASTINGS SHALL BE NEENAH R -2015 OR EAST
JORDAN 1050Z1 M1 PER HAMILTON COUNTY SURVEYOR'S OFFICE
STANDARD CT -2.
7. ALL STORM MANHOLES SHALL BE IN ACCORDANCE WITH THE
HAMILTON COUNTY SURVEYOR'S OFFICE STANDARD PLAN D-20.
CATCH BASINS SHAL BE IN ACCORDANCE WITH DETAIL D-20, WITH
THE ADDITION OF A 3 FOOT SUMP BELOW THE PIPE INVERTS.
8. WATERMAIN SHALL BE DUCTILE IRON CLASS 50 PER ANSI A21.5 AND
AWWA C151.
9. ALL CURB AND GUTTER SHALL BE TYPE II PER THE CITY OF CARMEL
STANDARD DRAWING 10 -11.
2 UTILITY NOTES
SCALE: NONE
I
PCC PAVEMENT
6 "x6 " - #10 W.W.F.
IT FROM BOTTOM)
COMPACTED AGGREGATE
BASE COURSE NO. 53
0
W co
ce LLJ
M
m
W C
CONCRETE PVMT. �m z z
3 W Q_
SCALE: NONE _ U Z
1.5"
2.0"
8..
(0 CL Z
Lu <
V Lu
Z ~ I` __j
CL
Z J
0u- E--
dS W
HMA SURFACE, TYPE A (165 # /S.Y.) C W W
Lu
HMA INTERMEDIATE TYPE A '%0 F-
(275 # /S.Y.) U () CL
COMPACTED AGGREGATE
BASE COURSE NO. 53
4 BITUMINOUS PVMT.
SCALE: NONE
1.5'
2.0"
10'
5 HD BITU
SCALE: NONE
1.5'
2.0"
8..
HMA SURFACE, TYPE A (165 # /S.Y.)
HMA INTERMEDIATE, TYPE A
(275 # /S.Y.)
COMPACTED AGGREGATE
BASE COURSE NO. 53
MINOUS PVMT.
hNIA JUKYAC.t, IYYtA )16Jii /J. Y.)
HMA INTERMEDIATE, TYPE A
(275 # /S.Y.)
COMPACTED AGGREGATE
BASE COURSE NO. 53
"...,. X1000 GEOGRID OR APPROVED
EQUAL; INSTALL IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS
6 ALT, HID BIT. PVMT.
SCALE: NONE
! �° J� 6
Vi Boa .2 o
w a NJ E
;�M Q o OD O
_0096 00
�o U
M • U
ZF co 0-2--8 h 6) o
0 a Q End a
LO
♦� 00 � �� V))r -w
Mae
a)
a�
c
_w u
Revisions
PERMIT / PLANNING ISSUE
3/9/07
A
0
Drawn By Checked By
R.J.B. J.C.U.
Scale Date
I" = 20'- 0" 3/9/07
Job No.
2007-08_
Sheet No.
C1.1
CONCRETE PVMT. �m z z
3 W Q_
SCALE: NONE _ U Z
1.5"
2.0"
8..
(0 CL Z
Lu <
V Lu
Z ~ I` __j
CL
Z J
0u- E--
dS W
HMA SURFACE, TYPE A (165 # /S.Y.) C W W
Lu
HMA INTERMEDIATE TYPE A '%0 F-
(275 # /S.Y.) U () CL
COMPACTED AGGREGATE
BASE COURSE NO. 53
4 BITUMINOUS PVMT.
SCALE: NONE
1.5'
2.0"
10'
5 HD BITU
SCALE: NONE
1.5'
2.0"
8..
HMA SURFACE, TYPE A (165 # /S.Y.)
HMA INTERMEDIATE, TYPE A
(275 # /S.Y.)
COMPACTED AGGREGATE
BASE COURSE NO. 53
MINOUS PVMT.
hNIA JUKYAC.t, IYYtA )16Jii /J. Y.)
HMA INTERMEDIATE, TYPE A
(275 # /S.Y.)
COMPACTED AGGREGATE
BASE COURSE NO. 53
"...,. X1000 GEOGRID OR APPROVED
EQUAL; INSTALL IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS
6 ALT, HID BIT. PVMT.
SCALE: NONE
! �° J� 6
Vi Boa .2 o
w a NJ E
;�M Q o OD O
_0096 00
�o U
M • U
ZF co 0-2--8 h 6) o
0 a Q End a
LO
♦� 00 � �� V))r -w
Mae
a)
a�
c
_w u
Revisions
PERMIT / PLANNING ISSUE
3/9/07
A
0
Drawn By Checked By
R.J.B. J.C.U.
Scale Date
I" = 20'- 0" 3/9/07
Job No.
2007-08_
Sheet No.
C1.1
1.5"
2.0"
8..
(0 CL Z
Lu <
V Lu
Z ~ I` __j
CL
Z J
0u- E--
dS W
HMA SURFACE, TYPE A (165 # /S.Y.) C W W
Lu
HMA INTERMEDIATE TYPE A '%0 F-
(275 # /S.Y.) U () CL
COMPACTED AGGREGATE
BASE COURSE NO. 53
4 BITUMINOUS PVMT.
SCALE: NONE
1.5'
2.0"
10'
5 HD BITU
SCALE: NONE
1.5'
2.0"
8..
HMA SURFACE, TYPE A (165 # /S.Y.)
HMA INTERMEDIATE, TYPE A
(275 # /S.Y.)
COMPACTED AGGREGATE
BASE COURSE NO. 53
MINOUS PVMT.
hNIA JUKYAC.t, IYYtA )16Jii /J. Y.)
HMA INTERMEDIATE, TYPE A
(275 # /S.Y.)
COMPACTED AGGREGATE
BASE COURSE NO. 53
"...,. X1000 GEOGRID OR APPROVED
EQUAL; INSTALL IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS
6 ALT, HID BIT. PVMT.
SCALE: NONE
! �° J� 6
Vi Boa .2 o
w a NJ E
;�M Q o OD O
_0096 00
�o U
M • U
ZF co 0-2--8 h 6) o
0 a Q End a
LO
♦� 00 � �� V))r -w
Mae
a)
a�
c
_w u
Revisions
PERMIT / PLANNING ISSUE
3/9/07
A
0
Drawn By Checked By
R.J.B. J.C.U.
Scale Date
I" = 20'- 0" 3/9/07
Job No.
2007-08_
Sheet No.
C1.1
4 BITUMINOUS PVMT.
SCALE: NONE
1.5'
2.0"
10'
5 HD BITU
SCALE: NONE
1.5'
2.0"
8..
HMA SURFACE, TYPE A (165 # /S.Y.)
HMA INTERMEDIATE, TYPE A
(275 # /S.Y.)
COMPACTED AGGREGATE
BASE COURSE NO. 53
MINOUS PVMT.
hNIA JUKYAC.t, IYYtA )16Jii /J. Y.)
HMA INTERMEDIATE, TYPE A
(275 # /S.Y.)
COMPACTED AGGREGATE
BASE COURSE NO. 53
"...,. X1000 GEOGRID OR APPROVED
EQUAL; INSTALL IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS
6 ALT, HID BIT. PVMT.
SCALE: NONE
! �° J� 6
Vi Boa .2 o
w a NJ E
;�M Q o OD O
_0096 00
�o U
M • U
ZF co 0-2--8 h 6) o
0 a Q End a
LO
♦� 00 � �� V))r -w
Mae
a)
a�
c
_w u
Revisions
PERMIT / PLANNING ISSUE
3/9/07
A
0
Drawn By Checked By
R.J.B. J.C.U.
Scale Date
I" = 20'- 0" 3/9/07
Job No.
2007-08_
Sheet No.
C1.1
Revisions
PERMIT / PLANNING ISSUE
3/9/07
A
0
Drawn By Checked By
R.J.B. J.C.U.
Scale Date
I" = 20'- 0" 3/9/07
Job No.
2007-08_
Sheet No.
C1.1