HomeMy WebLinkAbout07080031-33 Primary Plat Rcv. 11/27/2007 DOCSTHIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
LIFESPRINGS GROUP, LLC
484 EAST CARMEL DRIVE
SUITE 336
CARMEL, INDIANA 46032
CONTACT: S. KURT MENNER
PHONE: (201) 788 -1001
• Gl
LARGEST LOT
53,650
s .ft.
SMALLEST LOT
28,334
s .ft.
AVERAGE LOT SIZE
41,331
s .ft.
TOTAL LOTS
11
EXISTING UGHT POLE
TOTAL ACRES
14.256
Ac.
GROSS DENSITY
0.77 U
A
PRESENT ZONING
S -1
(DRAWING NOT TO SCALE)
SUBMITTAL DATE
8/17/07
LEGEND
NAY -25 -2005 WED 11:33 Al CITY OF CARMEL FAX NO. 317 571 2439 P. 04
Property Line
Sock Of Curb
Slope � /tl. I
r +.d awn• ~` c^ 4" TD Scil
Tn C it _ l4' Siaewch( �----- p
�k Backfil( ' Prepored suDgrade
TYPICAL SIDEWALK SECTION
NOT TO SCALE
THE SPACE BEHIND THE CURB SNAIL BE FILLED WITH SUITABLE
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED E' IN DEPTH.
SUBGRADE OR BASE UNDER ALL CURBS. SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD SPECIFICATIONS.
e E
D
C �
U W
4' Spocinq Between sn
b Transverse Joints
c Q Shall Net Exceed 'e o
1.25 TiMeS Width
Tooled Or Sawed Joints 4 Thickness
�• - GICS9 �A"
Concrete.
4- Minimum
Sidewalk Built With 0rivCw0Y$ ShOlt 4 HOvB Minimum Of Cf Or Thickness Of Onveway Which Ever Is Greotof.
4 CONCRETE SIDEWALK
NOT 10 5CALE
CITY OF CARMEL STANDARDS
SIDEWALK DETAILS REV15�D
FIGURE
10 -14
10' ASPHALT PATH
SLOPE ASPHALT PATH TO ROAD
1/4 "/FT. MIN. OR TOWARD TOP OF BANK OF DITCH
TYPICAL ASPHALT ASPHALT PATH
1" HMA #11 SURFACE
PEDESTRIAN PATH X— SECTION 2" HMA #8 BINDER
5" #53 STONE
NAY -25 -2005 WED 11:32 AN CITY OF CnRNEL FAX NO.. 317 571 2439 P, 02
Eorth Or Sidewalk Surface
7 Concrete Curb Or Curb & Gutter
// 'pavement
c
.0
it
#B Washed Aggregate -- - °- " =i:4'c'=
� iio��B:i.
iz�
kn;l Mln.
PIPE UNDERDRAIN
(Typicol Installations)
NOTE: PIPE SHALL CONFORM 110 REOUIREMENTS OF SECTION 90017
OF STANDARD SPECIUCATIONS-
INSTALLATION REQUIRED:. BOTH SIDES O ENGINEER.
WHERE REQUIRED
SCOie: 1•= 1•-O"
CITY OF CARMEL STANDARDS
SUBSURFACE DRAIN REVISED _
FIGURE
1D -9
�SP�I GS Oi ST CAA
PRI 1R P �T
ZON115XVIG - s1
1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #5D BASE
7" #53 COMPACTED STONE
PREPARED SUBGRADE
PAVEMENT COMPOSITIONS
INTERIOR PUBLIC STREETS
(T.Y.P.)
NOT —TO —SCALE
SPEED LIMIT: 25 MPH
OFFICE OF THE HAMILTON COUNTY SURVEYOR
DENOTES PAVEMENT RESURFACING
DETAIL
—
I-
I ,..•r i� 1 —III —} } }— III —I I I
—I I i —i I I —III I I— I I —f r,lr —'I•. 'PROPOSED GRADE
UNDERCUT AL
TO LOW FUTURE SILTING'!
FOR FOR,F. BY 0.2' I I�
DENOTES PAVEMENT WIDENING'
" }
EXISTING POWER POLE
I T
+. T
I ::! -T � I-
DENOTES HANDICAP RAMPS
1-
EXISTING UGHT POLE
- — — — — -
PROPOSED SUB SURFACE DRAIN
}
Y}
EXISTING ELECT. TRANSFORMER
Q
PROPOSED 4 "X4" CONC. MONUMENTS
rYa
EXISTING ELECT. PEDESTAL
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
'.,�
EXISTING ELECT. METER
4TS~
PROPOSED SEWER LINE; MANHOLE'
APPROVED: - --
KENTON C. WARD, AMILTON COU TY SURVEYOR
OUTLET PIPE (HIDDEN)
v o U o
•• .. C) In
o z
PROPOSED STORM SEWER LINE WITH
-- --
EXISTING GUY WIRE
_
HOODED INLET (BAP)
3
COMPRESSED P1FE8 <t2'ID.Nr.
w Hoop
17 DIAM.
M DAM.
I LQ n. a
~ O
-y "-
EXISTING TELEPHONE POLE
Z �
PROPOSED STORM SEWER LINE;
CURB INLET, MANHOLE do END SECTION
'
=_1
EXISTING TELEPHONE PEDESTAL
W
PROPOSED WATER LINE
C) .OI OJT
F W y
EXISTING TELEPHONE MANHOLE
- - -- -- -x - ----------
EXISTING FLOW UNE"'
EXPANSION CONE
0MRROW END OM
EXISTING CABLE T.V. POLE
- -- - -- t - -
EXISTING BURIED ELECTRIC LINE
_
EXISTING CABLE T.V. PEDESTAL
.... .M ___. .. _.__.
EXISTING OVERHEAD ELECTRIC LINES
b
EXISTING TRAFFIC SIGNAL POLE
WATER QUALITY STRUCTURES
EXISTING BURIED TELEPHONE LINE
EXISTING TRAFFIC MANHOLE
-j- _ ------- ______
EXISTING TELEPHONE LINE
DRAWING
EXISTING TRAFFIC CONTROL BOX
CONCRETE ROLL CURB & GUTTER 10 -10
EXISTING BURIED CABLE T.V. LINE
I
EXISTING GAS VALVE
SPECIFICATION AND
US Patent 11161268`17
- - - -• -- - 1C, ,`` -
EXISTING CABLE T.V. LINE
EXISTING GAS METER
- - - - - -- -- -
EXISTING GAS LINE
EXISTING WATER METER
-- - - - - -- �'
EXISTING WATER UNE
i ;f
EXISTING WATER VALVE
? -
EXISTING SANITARY SEWER LINE; MANHOLE
"
EXISTING FIRE HYDRANT
I E #
EXISTING SANITARY CLEANOUT
EXISTING MAILBOX
EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION
0_
EXISTING CURB INLET
EXISTING BEEHIVE OR ROUND INLET
t J
r` 'l
; JJI�' •`
EXISTING SQUARE FLAT INLET
- - - -'•f �- -
EXISTING FENCE LINE
w
EXISTING TREES
10
LOT NUMBER
D.E.
DRAINAGE EASEMENT
D.U. &S.E.
DRAINAGE UTILITY & SEWER EASEMENT
D.U. &S.S.E.
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E.
DRAINAGE & UTILITY EASEMENT
D.U.S.S.E. &L.M.A.E.
DRAINAGE UTILITY SANITARY SEWER
EASEMENT &
LANDSCAPE MAINTENANCE
ACCESS
EASEMENT
C.E.
CONSERVATION EASEMENT
B.L.
BUILDING LINE
C. A.
COMMON AREA
N.A.E.
NON— ACCESS EASEMENT
R.D.E.
REGULATED DRAIN EASEMENT
L.E.
LANDSCAPE EASEMENT
S.L.E.
N.P.
SIGN AND LANDSCAPE EASEMENT
NO PAD
M.F.P.G.
MINIMUM FLOOD PROTECTION
GRADE
NAY -25 -2005 WED 11:33 Al CITY OF CARMEL FAX NO. 317 571 2439 P. 04
Property Line
Sock Of Curb
Slope � /tl. I
r +.d awn• ~` c^ 4" TD Scil
Tn C it _ l4' Siaewch( �----- p
�k Backfil( ' Prepored suDgrade
TYPICAL SIDEWALK SECTION
NOT TO SCALE
THE SPACE BEHIND THE CURB SNAIL BE FILLED WITH SUITABLE
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED E' IN DEPTH.
SUBGRADE OR BASE UNDER ALL CURBS. SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD SPECIFICATIONS.
e E
D
C �
U W
4' Spocinq Between sn
b Transverse Joints
c Q Shall Net Exceed 'e o
1.25 TiMeS Width
Tooled Or Sawed Joints 4 Thickness
�• - GICS9 �A"
Concrete.
4- Minimum
Sidewalk Built With 0rivCw0Y$ ShOlt 4 HOvB Minimum Of Cf Or Thickness Of Onveway Which Ever Is Greotof.
4 CONCRETE SIDEWALK
NOT 10 5CALE
CITY OF CARMEL STANDARDS
SIDEWALK DETAILS REV15�D
FIGURE
10 -14
10' ASPHALT PATH
SLOPE ASPHALT PATH TO ROAD
1/4 "/FT. MIN. OR TOWARD TOP OF BANK OF DITCH
TYPICAL ASPHALT ASPHALT PATH
1" HMA #11 SURFACE
PEDESTRIAN PATH X— SECTION 2" HMA #8 BINDER
5" #53 STONE
NAY -25 -2005 WED 11:32 AN CITY OF CnRNEL FAX NO.. 317 571 2439 P, 02
Eorth Or Sidewalk Surface
7 Concrete Curb Or Curb & Gutter
// 'pavement
c
.0
it
#B Washed Aggregate -- - °- " =i:4'c'=
� iio��B:i.
iz�
kn;l Mln.
PIPE UNDERDRAIN
(Typicol Installations)
NOTE: PIPE SHALL CONFORM 110 REOUIREMENTS OF SECTION 90017
OF STANDARD SPECIUCATIONS-
INSTALLATION REQUIRED:. BOTH SIDES O ENGINEER.
WHERE REQUIRED
SCOie: 1•= 1•-O"
CITY OF CARMEL STANDARDS
SUBSURFACE DRAIN REVISED _
FIGURE
1D -9
�SP�I GS Oi ST CAA
PRI 1R P �T
ZON115XVIG - s1
1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #5D BASE
7" #53 COMPACTED STONE
PREPARED SUBGRADE
PAVEMENT COMPOSITIONS
INTERIOR PUBLIC STREETS
(T.Y.P.)
NOT —TO —SCALE
SPEED LIMIT: 25 MPH
OFFICE OF THE HAMILTON COUNTY SURVEYOR
EXISTING GRADE
DETAIL
—
I-
I ,..•r i� 1 —III —} } }— III —I I I
—I I i —i I I —III I I— I I —f r,lr —'I•. 'PROPOSED GRADE
UNDERCUT AL
TO LOW FUTURE SILTING'!
FOR FOR,F. BY 0.2' I I�
_
'
— III —i I I =1 I i— III — III —i I I— III — III —i I I —I I I —I — R I I I
UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 11 SLOPE
9 ti N
I T
+. T
I ::! -T � I-
�•
Ot
_
I —I I I —I I•�• —' •.— PROPOSED GRADE --
UNDERCUT SHALE BY 0.2
TO ALLOW FOR FUTURE SILTING
-T I I I --
I I I —I I —I I �v0 0 _ r I —_ , —_
III III— III — III — III —I I I
CID
O to
.B GRpAYEL
OR O�Q
0 iv
Q
(J WITH
�lQj O SEE DEVELOPMENT PLAN FOR SIZES
JODO0 (8" MINIMUM) AND INVERT ELEVATIONS.
3'
TYPICAL SWALE DETAIL
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
C -3
REVISED I FEB 2002
4TS~
vW W
W z
N •.. T. U O Z V
APPROVED: - --
KENTON C. WARD, AMILTON COU TY SURVEYOR
OUTLET PIPE (HIDDEN)
v o U o
•• .. C) In
o z
1y0 FIFE W THE IAN.)
BELOW TIE PTE
FRONT VIEW BOE VIEW
a F
.
I CE FOR
GASKET NINUMUM DISTANCE FOR
SNOUT OIL- WATER - DEBRIS SEPARATOR
3
COMPRESSED P1FE8 <t2'ID.Nr.
w Hoop
17 DIAM.
M DAM.
I LQ n. a
~ O
INSTALLATION DETAIL
THE ANTI - SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF Y AND MAXIMUM OF
Z �
(SEE DETAIL B)
24' ACCORDING TO STRUCTURE CONFIGURATION.
.£ .� O
THE SURFACE OF THE STRUCTURE WHERE THE HOOD 6 MOUNTED SHALL BE FINISHED
C) .OI OJT
F W y
SMOOTH AND FREE OF LOOSE MATERIAL..
HOLE WAI
J
C' V
EXPANSION CONE
0MRROW END OM
=D
STEEL BOLTS AND OIL - RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE
2 U U Q O
INSTALLATION DETAIL)
U
HOOD SPECIFICATION FOR
INSTALLATION KIT.
INSTALLATION KR SHALL INCLUDE:
2 Y O ,W-
U W
ty%J1 J �
A. NSTALLATIONNSTRUCTIONS
A)APTER
WATER QUALITY STRUCTURES
B. PVC ANTI•SIPHONVENr PIPE AND
C. OIL•RESISTANT CRUSHFD CELL FOAM GASKET WITH PSA BACKING
D. 318• STAINLESS STEEL BOLTS
E ANCHOR SHIELDS
CITY OF CARMEL STANDARDS STANDARD
DATE
DRAWING
CONCRETE ROLL CURB & GUTTER 10 -10
NAY -25 -2005 WED 11:33 Al CITY OF CARMEL FAX NO. 317 571 2439 P. 04
Property Line
Sock Of Curb
Slope � /tl. I
r +.d awn• ~` c^ 4" TD Scil
Tn C it _ l4' Siaewch( �----- p
�k Backfil( ' Prepored suDgrade
TYPICAL SIDEWALK SECTION
NOT TO SCALE
THE SPACE BEHIND THE CURB SNAIL BE FILLED WITH SUITABLE
MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED E' IN DEPTH.
SUBGRADE OR BASE UNDER ALL CURBS. SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF
THE STANDARD SPECIFICATIONS.
e E
D
C �
U W
4' Spocinq Between sn
b Transverse Joints
c Q Shall Net Exceed 'e o
1.25 TiMeS Width
Tooled Or Sawed Joints 4 Thickness
�• - GICS9 �A"
Concrete.
4- Minimum
Sidewalk Built With 0rivCw0Y$ ShOlt 4 HOvB Minimum Of Cf Or Thickness Of Onveway Which Ever Is Greotof.
4 CONCRETE SIDEWALK
NOT 10 5CALE
CITY OF CARMEL STANDARDS
SIDEWALK DETAILS REV15�D
FIGURE
10 -14
10' ASPHALT PATH
SLOPE ASPHALT PATH TO ROAD
1/4 "/FT. MIN. OR TOWARD TOP OF BANK OF DITCH
TYPICAL ASPHALT ASPHALT PATH
1" HMA #11 SURFACE
PEDESTRIAN PATH X— SECTION 2" HMA #8 BINDER
5" #53 STONE
NAY -25 -2005 WED 11:32 AN CITY OF CnRNEL FAX NO.. 317 571 2439 P, 02
Eorth Or Sidewalk Surface
7 Concrete Curb Or Curb & Gutter
// 'pavement
c
.0
it
#B Washed Aggregate -- - °- " =i:4'c'=
� iio��B:i.
iz�
kn;l Mln.
PIPE UNDERDRAIN
(Typicol Installations)
NOTE: PIPE SHALL CONFORM 110 REOUIREMENTS OF SECTION 90017
OF STANDARD SPECIUCATIONS-
INSTALLATION REQUIRED:. BOTH SIDES O ENGINEER.
WHERE REQUIRED
SCOie: 1•= 1•-O"
CITY OF CARMEL STANDARDS
SUBSURFACE DRAIN REVISED _
FIGURE
1D -9
�SP�I GS Oi ST CAA
PRI 1R P �T
ZON115XVIG - s1
1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #5D BASE
7" #53 COMPACTED STONE
PREPARED SUBGRADE
PAVEMENT COMPOSITIONS
INTERIOR PUBLIC STREETS
(T.Y.P.)
NOT —TO —SCALE
SPEED LIMIT: 25 MPH
OFFICE OF THE HAMILTON COUNTY SURVEYOR
EXISTING GRADE
DETAIL
—
I-
I ,..•r i� 1 —III —} } }— III —I I I
—I I i —i I I —III I I— I I —f r,lr —'I•. 'PROPOSED GRADE
UNDERCUT AL
TO LOW FUTURE SILTING'!
FOR FOR,F. BY 0.2' I I�
_
'
— III —i I I =1 I i— III — III —i I I— III — III —i I I —I I I —I — R I I I
UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 11 SLOPE
EXISTING GRADE
I T
+. T
I ::! -T � I-
�•
-3
1I I___i I I— III =� r I }` r� I r'T I-
_
I —I I I —I I•�• —' •.— PROPOSED GRADE --
UNDERCUT SHALE BY 0.2
TO ALLOW FOR FUTURE SILTING
-T I I I --
I I I —I I —I I �v0 0 _ r I —_ , —_
III III— III — III — III —I I I
W��O�
— III — III —loo Q -III
.B GRpAYEL
OR O�Q
0 iv
A
OQ
Q`Q PERFORATED SUBSURFACE DRAIN (990) PIPE
YINIMUN 0.6% GRADIENT.
(J WITH
�lQj O SEE DEVELOPMENT PLAN FOR SIZES
JODO0 (8" MINIMUM) AND INVERT ELEVATIONS.
3'
TYPICAL SWALE DETAIL
(DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEYOR'S OFFICE
C -3
REVISED I FEB 2002
4TS~
STANDARD PLAN
D -16
APPROVED: - --
KENTON C. WARD, AMILTON COU TY SURVEYOR
OUTLET PIPE (HIDDEN)
GENERAL NOTES:
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
2) CONTRACTOR SHALL CONTACT THE
DEPARTMENT OF ENGINEERING TO
SCHELDULE A PRE — CONSTRUCTION
MEETING FOR REVIEW OF REQUIRMENTS.
3) ALL EXISTING PAVEMENT TO BE SAW
CUT TO A CLEAN EDGE WHERE NEW
PAVEMENT WILL BE INSTALLED.
4) ALL PAVING MUST BE COMPLETED IN
ONE PAVING SEASON.
5) NO PORTION OF THIS SITE LIES
WITHIN THE FLOODWAY PER FIRM
18057CO205F DATED FEB. 19, 2003
6) THE FEMA BASE FLOOD ELEVATION
WILL NOT FLOOD ANY PORTION OF THE
SI TE.
ALL HOODS A140 TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE
AS MANUFACTURED BY:
BEST MANAGEMENT PRODUCTS: INC.
RD.
TYPICAL INSTALLATION
DETAIL
CONFIGURATION DETAIL
TANGENT
NOW OR FORMERLY
CARMEL 2002
SCHOOL BUILDING COMORATION
O
tY
FWM OASNETWI
I -
C -1
V PVC ANrISIPHON
WPEADAPTER
\ REMOVABLE WATERTIGHT
• ANn-& PHON DEVICE
WEB SITE: wwwbes".
OR PRE,APPROVED EQUAL
- \ AGCE83 FORT. C OPENING
. SNOUT
ANCHOR W /BOLT FIANCE
O
OL-0EBRIS
I HOOD
I OIL AND DEBRIS
(SEE DETAIL A)
I
DOTI.ET
T ,
IO INSTALLATN NOTE:
U NTING FLANGE
C -3
'
AND AN ANTI - SIPHON VENTAS DRAWN. (SEE CONFIGURATION DETAIL)
SEE 07E• ,
�- BOTTOM RANGE 18
DISTANCE OF 112 OUTLET
OUTLET PIPE (HIDDEN)
SOLIDS SETTLE ON
1y0 FIFE W THE IAN.)
BELOW TIE PTE
FRONT VIEW BOE VIEW
BOTrOM
.
I CE FOR
GASKET NINUMUM DISTANCE FOR
SNOUT OIL- WATER - DEBRIS SEPARATOR
-NOTE. BUMP DEPTH OF W MIN. FOR - OR-
OUTLET. FOR OUTLETS -OR- I V. DEPTH -2-
COMPRESSED P1FE8 <t2'ID.Nr.
w Hoop
17 DIAM.
M DAM.
INSTALLATION DETAIL
ALL HOODS A140 TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE
AS MANUFACTURED BY:
BEST MANAGEMENT PRODUCTS: INC.
RD.
CURVE
DETAIL
53 MT. ARCHER
I—. CT 0837 i
TANGENT
NOW OR FORMERLY
CARMEL 2002
SCHOOL BUILDING COMORATION
O
tY
FWM OASNETWI
(e3D) 43� o2rr. IeeD) 434a+as FAX
TOLL FREE: (amt 504-8003 OR (808135. -75&5
C -1
. 1
PBA BACI INo-
(Tr11M In LENGTH)
WEB SITE: wwwbes".
OR PRE,APPROVED EQUAL
121st STREET
S78'48'52 "W
ANCHOR W /BOLT FIANCE
ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH
300.00'
(SEE DETAIL A)
ISO GEL COAT EXTERIOR FTMSH WITH A MINIMUM 0. 125' LAMINATE TrBCIONESS.
D
IO INSTALLATN NOTE:
ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT. A MOUNTING FLANGE.
C -3
POSITION HOOD SUCH THAT
AND AN ANTI - SIPHON VENTAS DRAWN. (SEE CONFIGURATION DETAIL)
z
�- BOTTOM RANGE 18
DISTANCE OF 112 OUTLET
THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY W TLET PIPE SIZE AS
22'27'28"
1y0 FIFE W THE IAN.)
BELOW TIE PTE
PER MANUFACTURERS RECOMMENDATION.
.
I CE FOR
GASKET NINUMUM DISTANCE FOR
THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO I2 THE
w
COMPRESSED P1FE8 <t2'ID.Nr.
w Hoop
OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 8• FOR PIPES Or I.P.
AND 8T
AND STRUCTURE DETAIL A
THE ANTI - SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF Y AND MAXIMUM OF
(SEE DETAIL B)
24' ACCORDING TO STRUCTURE CONFIGURATION.
THE SURFACE OF THE STRUCTURE WHERE THE HOOD 6 MOUNTED SHALL BE FINISHED
DRILLED ANCHOR
6H1141 n STAINLESS
SMOOTH AND FREE OF LOOSE MATERIAL..
HOLE WAI
THE 6HALL BE SECURELY ARACHED Tp STRUCTURE WALL WITH 318' STAINLESS
EXPANSION CONE
0MRROW END OM
=D
STEEL BOLTS AND OIL - RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE
INSTALLATION DETAIL)
INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED
HOOD SPECIFICATION FOR
INSTALLATION KIT.
INSTALLATION KR SHALL INCLUDE:
CATCH BASINS AND
A. NSTALLATIONNSTRUCTIONS
A)APTER
WATER QUALITY STRUCTURES
B. PVC ANTI•SIPHONVENr PIPE AND
C. OIL•RESISTANT CRUSHFD CELL FOAM GASKET WITH PSA BACKING
D. 318• STAINLESS STEEL BOLTS
E ANCHOR SHIELDS
DESCRIPTION
DATE
SCALE
OIL - DEBRIS HOOD
09/08/00
NONE
�
SPECIFICATION AND
US Patent 11161268`17
INSTALLATION
(TYPICAL)
DRAWING N UMBER
1 P-1
LLJ
z/
I I
OM
W
LLJ
U
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
(1\
LOCATION MAP
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
CURVE
RADIUS
NOW OR FORMERLY
JOHN M. QIALHOT
—F-1
NOW OR FORMERLY
JEFFREY R & LINDA E KE6ELL
NOW 011 FpOERLY
MIOIAFL e a mHNAT r
FR•TZ
TANGENT
NOW OR FORMERLY
CARMEL 2002
SCHOOL BUILDING COMORATION
O
tY
NOW OR FORMERLY
JOHN NL A HEATHER L QuuIOT
I
C -1
300.00'
NOW OR FORMERLY
GUY E & KAREN 4 BR01NN
NOW OR FORMERLY
CARROLL W. & CRYSTAL L HASEWN EL
121st STREET
S78'48'52 "W
22'32'40"
C -2
LOCATION MAP
SCALE: 1 " = 800'
DATED: JANUARY 8, 2007
SOILS MAP
Br, CrA
SCALE: 11) = 800'
DATED: JANUARY 8, 2007
CD Y I ?-
CD m
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C -1
300.00'
118.04'
59.79'
117.28'
S78'48'52 "W
22'32'40"
C -2
300.00'
235.62'
124.26'
229.61'
S89'57'28 "E
45'00'00"
C -3
1 150.00'
1 58.79'
z
1 58.42'
1 N78'41'11 "W
22'27'28"
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SCALE: 11) = 800'
DATED: JANUARY 8, 2007
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CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C -1
300.00'
118.04'
59.79'
117.28'
S78'48'52 "W
22'32'40"
C -2
300.00'
235.62'
124.26'
229.61'
S89'57'28 "E
45'00'00"
C -3
1 150.00'
1 58.79'
z
1 58.42'
1 N78'41'11 "W
22'27'28"
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CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C -1
300.00'
118.04'
59.79'
117.28'
S78'48'52 "W
22'32'40"
C -2
300.00'
235.62'
124.26'
229.61'
S89'57'28 "E
45'00'00"
C -3
1 150.00'
1 58.79'
1 29.78'
1 58.42'
1 N78'41'11 "W
22'27'28"
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EXISTING 45' WT EXISTING 45'
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PROPOSED PATH I
EXISTING CURB SLOPE 1% S � LOPE_25 %EXISTING GRADE
_ _ I EXISTING PATH
PROPOSED GRADE J EXISTING CURB
EXISTING PAVEMENT 17.5" FULL DEPTH ASPHALT
H.A.C. #11 SURFACE
17.5" FULL DEPTH ASPHALT 2" - H.A.C. #8 BINDER
1.5" - H.A.C. #11 SURFACE SECTION "A "-"An 3" - H.A.C. #51D BASE
2" - H.A.C. #8 BINDER 7" - #53 COMPACTED STONE
3" - H.A.C. #5D BASE NOT -TO -SCALE 4"- #2 STONE
7" - #53 COMPACTED STONE
4" - #2 STONE
V -0"
5' -0" 4' -0"
3
r SIDEWALK 4' THICK
DENOTES A 2" MAG NAIL WITH WASHER STAMPED "S&A
FIRM #0008 ".
DENOTES A 4 "x4 "x36" LONG PRECAST CONCRETE
❑ MONUMENT WITH A CROSS CAST IN THE TOP, SET FLUSH
WITH THE FINISH GRADE.
A part of the Northeast Quarter of Section 31, Township 18 North, Range 3 East,
Clay Township, Hamilton County, Indiana, more particularly described as follows:
Commencing at the Southeast corner of said Quarter Section, said comer being
marked by a railroad spike; thence North 00 degrees 05 minutes 12 seconds East
along the East line of said Quarter Section a distance of 891.00 feet to a Mag Nail
with washer stamped "Cripe" and the POINT OF BEGINNING of this description;
thence South 89 degrees 43 minutes 59 seconds West parallel with the South line
of said Quarter Section a distance of 874.50 feet; thence North 00 degrees 05
minutes 12 seconds East parallel with the East line of said Quarter Section a
distance of 741.00 feet; thence North 89 degrees 43 minutes 59 seconds East
parallel with the South line of said Quarter Section a distance of 852.10 feet to a
5/8" rebar with cap stamped "S & A Firm #0008" (hereafter referred to as a S & A
rebar) and the westerly right -of -way line of Shelbome Road as described in
Instrument Number 2003 -69146 in the Office of the Recorder, Hamilton County,
Indiana; thence along said westerly right -of -way line of Shelbome Road as
described in Instrument Numbers 2003 -69146 and 2003 -69147 by the next six (6)
courses; 1) South 02 degrees 29 minutes 53 seconds West 119.08 feet to a S & A
rebar; 2) North 89 degrees 54 minutes 48 seconds West 17.59 feet to a S & A
rebar; 3) South 00 degrees 05 minutes 12 seconds West 505.40 feet to a S & A
rebar; 4) South 89 degrees 51 minutes 42 seconds East 23.57 feet to a S & A rebar;
5) South 04 degrees 18 minutes 12 seconds East 69.14 feet to a S & A rebar; 6)
South 89 degrees 54 minutes 48 seconds East 16.14 feet to a Mag nail with washer
stamped "S & A Firm #0008 "and the East line of said Quarter Section; thence
South 00 degrees 05 minutes 12 seconds West along said east line 47.52 feet to the
place of beginning, containing 14.256 acres, more or less.
August 17, 2007 do
- 50' R/W
30' -0" _
2' -O"
13' -0"
SLOPE: 1/4- / FT.
`STONE BASE TO j % \ � \ //� "//, `/ /y� \ \ /� \ \ /�� \ /� EXTEND BASE D°
NETR
LL
EXTEND UNDER CURB \ \ \
COMPACTED
SUBGRADE
it
TYPICAL STREET CROSS — SECTION
NOTE: 6' SUBSURFACE SHALL BE
DOUBLE WALL HANCOR HI-0 NOT -TO -SCALE
OR EQUIVALENT. NOTE PAVING TO BE COMPLETED N ONE PAVING SEASON
4' -0"
SIDEWALK 4'
-SLOPE 1/4' FT.
FT.
MN. 3• TOP��SNTOIL.
ROLL �E I GUTTER 4- ATERIAL�I
DOUBLE WALL, HI 0
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
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S &A JOB NO.
5718OMNR
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
LIFESPRINGS GROUP, LLC
484 EAST CARMEL DRIVE
SUITE 336
CARMEL, INDIANA 46032
CONTACT: S. KURT MENNER
PHONE: (201) 788 -1001
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NOTES, THE LEGEND, THE CURVE TABLE AND THE
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S &A JOB NO.
57180MNR