HomeMy WebLinkAbout1OWNER/SUBDIVIDER
CARWINION ASSOCIATES, L.P.
C/0 GEORGE P. SWEET
9502 ANGOLA COURT
INDIANAPOLIS, IN. 46268
(317) 875-1755
SURVEYOR ASHBROOKE
SCHNEIDER ENGINEERING CORP.
3020 NORTH POST RD.
SECTION 3
INDIANAPOLIS, IN. 46226
(317) 898-8282 SECONDARY PLAT
SOURCE OF TITLE ASSOCIATES, L.P.
CARWINION
INSTR. #9111910 & #9111912
PART OF THE N.E.1/4 SECTION 7-T17N-R3E
HAMILTON COUNTY, INDIANA
N.E.CORNER W.1/2 N.E.1 /4
SECTION 7-T17N-R3E
00
S8914'56'W 369.58' LD
THIS INSTRUMENT WAS PREPARED
BY EDWARD D. GIACOLETTI
REGISTERED LAND SURVEYOR -INDIANA #SO560
3020 NORTH POST ROAD
INDIANAPOLIS, INDIANA 46226
TELEPHONE (317) 898-8282
DATE: -------------------
SUBMITTED: FEBRUARY 3, 1993
LATEST REVISION: MARCH 9,1993
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PLAN COMMISSION: UNDER AUTHORITY PROVIDED BY TITLE 36, ACTS OF 1981,
OF THE STATE OF INDIANA. AND
__ _- ---- -- -- -
- _ - -
_ - _
T
P.L. 309 ENACTED BY THE GENERAL ASSEMBLY
TED
ORDINANCE ADOPFOL
ALL ACTS AMENDATORY � COUNCILORFOLLOWS:
THE COMM OU CIOLROFUTHEECITYTARY OF CARMEL,AS
BY
1 O1
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ADOPTED BY THE CARMEL PLAN COMMISSION AT A MEETING HEL _______
� 's `'-'•
1 736 S.F.
7,
CARMEL/CLAY PLAN COMMISSION
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100
i UmtBY:- - - - - - - - - - - - - - - - - - - - - - - - - -
g 102 X111 � ` - - %V 21,600 S.F. DIRECTOR
�0 23,03$ S.F. �,� 5317 y DEPARTMENT OF COMMUNITY DEVELOPMENT
CARMEL, INDIANA
SOQ (NON -RADIAL)
(NON -RADIAL) 53.84' N90'00'00'E
I, EDWARD D: GIACOLETTt, HEREBY CERTIFY THAT I AM A REGISTERED
rn� S90ro0'DO"W 130.15'
LAND SURVEYOR, LICENSED IN COMPLIANCE WITH THE LAWS OF THE
I 137.85' ` ! ^ STATE OF INDIANA, THAT THE WITHIN PLAT IS A REPRESENTATION
OF THE LANDS SURVEYED, SUBDIVID€D AND PLATTED UNDER MY
99 DIRECT SUPERVISION AND CONTROL ON ----------------
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103\
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W I Q 8 a W REGISTERED LAND SURVEYOR
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FOR LAND DESCRIPTION
SF -- SQUARE FOOTAGE 6499
D.& U.E. - DRAINAGE AND UTILITY EASEMENT a� , ASHBROOKE SECTION 2 SEE SHEET 2
^ (P.C.1, SLIDE N0.188)
D.U.&.S.E.- DRAINAGE UTILITY AND SEWER EASEMENT
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OWNER/SUBDIVIDER
CARWINION ASSOCIATES, L.P.
C/O GEORGE P. SWEET
9502 ANGOLA COURT
INDIANAPOLIS, IN. 46268
(317) 875-1755
SURVEYOR
SCHNEIDER ENGINEERING CORP.
3020 NORTH POST RD.
INDIANAPOLIS, IN. 46226
(317) 898-8282
LAND DESCRIPTION
1 ITT,
.t*mom
IS INSTRUMENT WAS PREPARED
ASH OOK X BY EDWARD D. GIACOLETTI
REGISTERED LAND SURVEYOR -INDIANA #S0560
3020 NORTH POST ROAD
INDIANAPOLIS, INDIANA 46226
SECTION 3 TELEPHONE --- --- 282
--
DATE:------------------
SECONDARY PLAT SOURCE OF TITLE
CARWINION ASSOCIATES, L.P.
PART OF THE N.E.1/4 INSTR. #9111910 & #9111912
SECTION 7-T17N-R3E SUBMITTED: FEBRUARY 3, 1993
HAMILTON COUNTY, INDIANA LATEST REVISION: MARCH 9,1993
THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN AND
RECORDED IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, DO HEREBY
CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED AND DO HEREBY LAY OFF,
PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THE WITHIN PLAT.
THIS SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS ASHBROOKE SECTION 3 AN
ADDITION IN HAMILTON COUNTY, INDIANA.
ALL STREETS SHOWN ON THIS PLAT AND NOT HERETOFORE DEDICATED ARE HEREBY
DEDICATED TO THE PUBLIC.
TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO THE PROVISIONS OF THE
DECLARATION OF COVENANTS AND RESTRICTIONS OF ASHBROOKE DATED SEPTEMBER 18,
1991 AND RECORDED AS INSTRUMENT NO. 9124811 IN THE OFFICE OF THE RECORDER OF
HAMILTON COUNTY, INDIANA, WHICH ARE INCORPORATED HEREIN BY REFERENCE. EACH
OWNER OF A LOT DEPICTED ON THIS PLAT SHALL TAKE TITLE TO SUCH LOT SUBJECT TO
THE TERMS AND CONDITIONS OF SUCH DECLARATION.
PART OF THE. NORTHEAST QUARTER OF SECTION
TOWNSHIP
DESCR BED ASRANGE
LOWSEAST,
IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY
1.
COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER SECTION; THENCE
ON AN ASSUMED BEARING OF NORTH 00 DREES SECTOIONMINUTES 53 A DISTANCESOFO 3D35.90SFEETONG
THE EAST LINE OF SAID NORTHEAST QUARTER
TO THE NORTHEAST CORNER OF THE SOUTHEAST
QUARTER WES O ALONG THE NORTHEAST
NORTH QUARTER;
THENCE
THENCE SOUTH 89 DEGREES 29 MINUTES 56 SECONDS
SAID QUARTER -QUARTER SECTION A DISTANCE
OER 108 ASHB OOKE SECTION3.67 TO THE NZ POINT
(SAID POINT ALSO BEING THE NORTHWEST CORN
SUBDIVISION IN HAMILTON COUNTY, INDIANA, 8 THE THETOOFICEHOF THERECORDED
ERI OF
PLAT CABINET NUMBER 1, SLIDE NUMB
HAMILTON COUNTY, INDIANA); THENCE CONTINUING SOUTH 89 DEGREES 29 MINUTES 56
SECONDS WEST ALONG THE NORTH LINE OF SAID QUARTER-QUARTER
ER-QU RRQUARTERION A SECTiON; DISTANCE
OF 250.44 FEET TO THE NORTHWEST CORNER 0 A
THENCE NORTH 00 DEGREES 03 MINUTES 30 SECONDS CONDS pISTANCE OF 648.27AST ALONG THE AST FEETNTOOA THE
WEST HALF OF SAID NORTHEAST QUARTER SEC
POINT DISTANT 689.60 FEET SOUTH OF THE NORTHEAST DOGREESRNER 0F THE 34 MINUTES T56ALF OF
SECONDS
SAID NORTHEAST QUARTER SECTION; THENCE S
WEST PARALLEL WITH THE NORTH LINE OF SAID 00 THEASNUTESTOOUSECONDSTER EWEON A DISTANCE
A DISTANCE
OF 369.58 FEET; THENCE SOUTH 00 DEGREES
OF 166.65 FEET; THENCE SOUTH 07 DEGREES 03 MINUTES 28 SECONDS EAST A DISTANCE
OF 115.88 FEET; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS WEST A DISTANCE
OF 66.24 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST A DISTANCE
OF 67.21 FEET; THENCE SOUTH 44 DEGREES O0 MINUTES 00 SECONDSNDSEASTEAS TAST DDISAANCE
NCE
OF 200.00 FEET; THENCE SOUTH 46 DEGREES00 MINUTES 00
OF 18.70 FEET; THENCE SOUTH 44 DEGREES S 540MINUTES
MINUTES 58SSEOODNDSWEASTST AADDISTANCE
NCE
OF 173.93 FEET; THENCE SOUTH 50 DEGREE
OF 279.01 FEET; THENCE SOUTH 37 DEGREES
MINUTES
SEC T ON SECONDS
2 (THEEAST
NEXT SIX(6)DISTANCE
OF 370.00 FEET TO THE WEST LINE OF SAID ASHBROOKE
DESCRIBED COURSES BEING ALONG SAID OFS69 71E)FEETENHENCOERTH 27 NORTH DEGREES72 DEGR ES 28
MINUTES 54 SECONDS EAST A DISTANCE
MINUTES 24 SECONDS EAST A DISTANCE OF 64.99 FEET; THENCE NORTH 90 DEGREES 00
MINUTES 00 SECONDS EAST A DISTANCE OF 326.37 FEET; THENCE NORTH 00 DEGREES 00
MINUTES 00 SECONDS EAST A DISTANCE OF O0.35 BEARSEET SOUTOA CURVE N 00 DEGREES�00 MINUNG A TES OF 225.00 FEET, THE RADIUS POINT OF WHICH
00 SECONDS WEST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF
56.25 FEET TO A POINT WHICH BEARS NORTH 14 DEGREES 19 MINUINUTES 29 SECONDS TES 00 SECONDS EASTEAST
FROM SAID RADIUS POINT; THENCE NORTH 00 DEGREES 00
DISTANCE OF 181.33 FEET TO THE POINT OF BEGINNING. CONTAINING 12.525 ACRES,
MORE OR LESS.
THIS SUBDIVISION CONSISTS OF 26 LOTS,NUMB RED 82
2HTHROUGH 107 TOGETHER WITH
COMMON AREAS, STREETS AND EASEMENTS A
THE SIZE OF LOTS, COMMON AREAS AND DEIDTHS OF STREETS AND CIMAL PARTS THEREOF.EASEMENTS ARE
SHOWN IN FIGURES DENOTING FEET AND
CROSS-REFERENCE IS HEREBY MADE TO SURVEY PLAT RECORDED AS INSTRUMENT NUMBER
IN THE OFFICE OF THE RECORDER OF _-__________ COUNTY, INDIAN.
I, THE UNDERSIGNED, HEREBY CERTIFY WSAOFI AM A HE STATE OF RNDIANALAND
ANDSURVEYOR,
THE
LICENSED IN COMPLIANCE WITH THE L
WITHIN PLAT REPRESENTS A SUBDIVISION OF THE LANDS SURVEYED WITHIN
THE CROSS REFERENCED SURVEY PLAT, AND HEMATTERS THATTO THE BEST OF MY
OF SURVEY REVEpALWE-DDBY THEGE D
BELIEF THERE HAS BEEN NO CHANGE FROM T
CROSS-REFERENCE SURVEY ON ANY LINES THAT WCOMMON UWITH THE NDER MY NEW
DIRSUBDIVISION.
I FURTHER CERTIFY THAT THE SAID SUBDIVISION AS PLAITED
CT
SUPERVISION AND CONTROL AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELIEF:
EDWARD D 0ACOLETTI
REGISTERED LAND SURVEYOR
INDIANA -- #SO560
STATE OF INDIANA } DATED THIS__ _---DAY
COUNTY OF MARION )
CARWINION ASSOCIATES, L.P.
C/O GEORGE P. SWEET
9502 ANGOLA COURT
INDIANAPOLIS, INDIANA 46268
(317)875-175`,
BY-------------------------
GEORGE P. SWEET, GENERAL MANAGER
BEFORE ME THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE,
PERSONALLY APPEARED GEORGE P. SWEET, THE GENERAL MANAGER OF CARWINION
ASSOCIATES, L.P., AN INDIANA LIMITED PARTNERSHIP. AND ACKNOWLEDGE EXECUTING
THE FORGOING RECORD PLAT FOR AND ON BEHALF OF SAID LIMITED PARTNERSHIP.
WITNESS MY HAND AND NOTARIAL SEAL THIS- -----DAY OF ----------,_-
NOTARY PUBLIC
MY COMMISSION EXPIRES: COUNTY OF RESIDENCE:
--------------------
--------------------
PLAN COMMISSION: UNDER AUTHORITY PROVIDED BY TITLE 36, ACTS OF 1981, P.L. 309
ENACTED BY THE GENERAL ASSEMBLY OF THE STATE OF INDIANA, AND ALL ACTS
AMENDATORY OR SUPPLEMENTARY THERETO, AND AN ORDINANCE ADOPTED BY THE COMMON
COUNCIL OF THE CITY OF CARMEL, INDIANA, THIS PLAT WAS GIVEN APPROVAL BY THE
CITY OF CARMEL, AS FOLLOWS:
ADOPTED BY THE CARMEL PLAN COMMISSION AT A MEETING HELD
CARMEL/CLAY PLAN COMMISSION
BY: ---------------------------
DIRECTOR
DEPARTMENT OF COMMUNITY DEVELOPMENT
CARMEL, INDIANA
PURSUANT TO THE REQUIREMENTS OF INDIANA CODE 36-7-3 ET SEQ ASAMENDEO OR
SUPPLEMENTED, THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF COUNTY
COMMISSIONERS OF HAMILTON COUNTY, INDIANA, AT A MEETING HELD ON THE
- -------- DAY OF ___----------- ----
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LAND DESCRIPTION
3. �v
diretir THIS INSTRUMENT WAS PREPARED
'.' BY EDWARD D. GIACOLETTI ASH OOK
REGISTERED LAND SURVEYOR—INDIANA #S0560
3020 NORTH POST ROAD
INDIANAPOLIS, INDIANA 46226
SECTION 4
TELEPHONE (317) 898-8282
nDATE: ------------------ —
SECONDARY PLAT SOURCE OF TITLE
CARWIPART OF THE N.E.1/4 INSTR. #9110 0 &AT9111912 .
INSTR. #
SECTION 7- T17N- R3E SUBMITTED: FEBRUARY 25,1993:
HAMILTON COUNTY, INDIANA LATEST REVISION: MARCH 9, 1993
PART OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST,
IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER SECTION; THENCE
ON AN ASSUMED BEARING OF NORTH 00 DEGREES 05 MINUTES 53 SECONDS WEST ALONG
THE EAST LINE OF SAID NORTHEAST QUARTER SECTION A DISTANCE OF 1335.90 FEET
TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID NORTHEAST QUARTER;
THENCE SOUTH 89 DEGREES 29 MINUTES 56 SECONDS WEST ALONG THE NORTH LINE OF
SAID QUARTER -QUARTER SECTION A DISTANCE OF 1334.11 FEET TO THE NORTHWEST
CORNER OF SAID QUARTER -QUARTER SECTION; THENCE NORTH 00 DEGREES 03 MINUTES
30 SECONDS EAST ALONG THE EAST LINE OF THE WEST HALF OF SAID NORTHEAST
QUARTER SECTION A DISTANCE OF 648.27 FEET TO A POINT DISTANT 689.60 FEET
SOUTH OF THE NORTHEAST CORNER OF THE WEST HALF OF SAID NORTHEAST QUARTER
SECTION; THENCE SOUTH 89 DEGREES 34 MINUTES 56 SECONDS WEST PARALLEL WITH
THE NORTH LINE OF SAID NORTHEAST QUARTER SECTION A DISTANCE OF 369.58 FEET TO
THE BEGINNING POINT; THENCE CONTINUING SOUTH 89 DEGREES 34 MINUTES 56 SECONDS
WEST PARALLEL WITH THE NORTH LINE OF SAID NORTHEAST QUARTER SECTION A
DISTANCE OF 962.75 FEET' TO THE WEST LINE OF SAID NORTHEAST QUARTER SECTION;
THENCE SOUTH 00 DEGREES 12 MINUTES 52 SECONDS WEST ALONG SAID WEST LINE A
DISTANCE OF 414.98 FEET; THENCE NORTH 89 DEGREES 33 MINUTES 38 SECONDS EAST
A DISTANCE OF 478.19 FEET; THENCE SOUTH 37 DEGREES 01 MINUTES 26 SECONDS
EAST A DISTANCE OF 193.33 FEET; THENCE SOUTH 50 DEGREES 54 MINUTES 58 SECONDS
EAST A DISTANCE OF 90.7,1 FEET; THENCE NORTH 44 DEGREES 00 MINUTES 00 SECONDS
EAST A DISTANCE OF 173.93 FEET; THENCE NORTH 46 DEGREES 00 MINUTES 00 SECONDS
WEST A DISTANCE OF 18.70 FEET; THENCE NORTH 44 DEGREES 00 MINUTES 00 SECONDS
EAST A DISTANCE OF 200.00 FEET; THENCE SOUTH 90 DEGREES DO MINUTES 00 SECONDS
EAST A DISTANCE OF 67.21 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS
EAST A DISTANCE OF 66.24 FEET; THENCE NORTH 07 DEGREES 03 MINUTES 28 SECONDS
WEST A DISTANCE OF 115.88 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS
EAST A DISTANCE OF 166.65 FEET TO THE POINT OF BEGINNING. CONTAINING 10.046
ACRES, MORE OR LESS.
THIS SUBDIVISION CONSISTS OF 15 LOTS, NUMBERED 108 THROUGH 122 TOGETHER WITH
COMMON AREAS, STREETS AND EASEMENTS AS SHOWN HEREON.
THE SIZE OF LOTS, COMMON AREAS AND WIDTHS OF STREETS AND EASEMENTS ARE
SHOWN IN FIGURES DENOTING FEET AND DECIMAL PARTS THEREOF.
CROSS-REFERENCE IS HEREBY MADE TO SURVEY PLAT RECORDED AS INSTRUMENT NUMBER
IN THE OFFICE OF THE RECORDER OF ------------- COUNTY, INDIANA.
I, THE UNDERSIGNED, HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR,
LICENSED IN COMPLIANCE WITH THE LAWS OF THE STATE OF INDIANA AND THAT THE
WITHIN PLAT REPRESENTS A SUBDIVISION OF THE LANDS SURVEYED WITHIN
THE CROSS REFERENCED SURVEY PLAT, AND THAT TO THE BEST OF MY KNOWLEDGE AND
BELIEF THERE HAS BEEN NO CHANGE FROM THE MATTERS OF SURVEY REVEALED BY THE
CROSS-REFERENCE SURVEY ON ANY LINES THAT ARE COMMON WITH THE NEW SUBDIVISION.
I FURTHER CERTIFY THAT THE SAID SUBDIVISION WAS PLATTED UNDER MY DIRECT
SUPERVISION AND CONTROL AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELIEF:
EDWARD D GIACOLETTI
REGISTERED LAND SURVEYOR
INDIANA - #S0560
THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN AND
RECORDED IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, DO HEREBY
CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED AND DO HEREBY LAY OFF,
PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THE WITHIN PLAT,
,a
THIS SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS ASHBROOKE SECTION 4 AN
ADDITION IN HAMILTON COUNTY, INDIANA.'
ALL STREETS SHOWN ON THIS PLAT AND NOT HERETOFORE DEDICATED ARE HEREBY.. .
DEDICATED TO THE PUBLIC.
TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO THE PROVISIONS OF THE
DECLARATION OF COVENANTS AND RESTRICTIONS OF ASHBROOKE DATED SEPTEMBER 18,
1991 AND RECORDED AS INSTRUMENT NO. 9124811 IN THE OFFICE OF THE RECORDER OF
HAMILTON COUNTY, INDIANA, WHICH ARE INCORPORATED HEREIN BY REFERENCE. EACH
OWNER OF A LOT DEPICTED ON THIS PLAT SHALL TAKE TITLE TO SUCH LOT SUBJECT TO
THE TERMS AND CONDITIONS OF SUCH DECLARATION.
STATE OF INDIANA ) DATED THIS__ ----DAY OF--------,-----_
COUNTY OF MARION )
CARWINION ASSOCIATES, L.P.
C/O GEORGE P. SWEET
9502 ANGOLA COURT
INDIANAPOLIS, INDIANA 46268
(317)875-1755
BY
GEORGE P. SWEET, GENERAL MANAGER
BEFORE ME THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE,
PERSONALLY APPEARED GEORGE P. SWEET, THE GENERAL MANAGER OF CARWINION
ASSOCIATES, L.P., AN INDIANA LIMITED PARTNERSHIP. AND ACKNOWLEDGE EXECUTING
THE FORGOING RECORD PLAT FOR AND ON BEHALF OF SAID LIMITED PARTNERSHIP.
WITNESS MY HAND AND NOTARIAL SEAL THIS ------ DAY OF__________,_____
NOTARY PUBLIC
MY COMMISSION EXPIRES: COUNTY OF RESIDENCE:
PLAN COMMISSION: UNDER AUTHORITY PROVIDED BY TITLE 36, ACTS OF 1981, P.L. 309
ENACTED BY THE GENERAL ASSEMBLY OF THE STATE OF INDIANA, AND ALL ACTS
AMENDATORY OR SUPPLEMENTARY THERETO, AND AN ORDINANCE ADOPTED BY THE COMMON
COUNCIL OF THE CITY OF CARMEL, INDIANA, THIS PLAT WAS GIVEN APPROVAL BY THE
CITY OF CARMEL, AS FOLLOWS:
ADOPTED BY THE CARMEL PLAN COMMISSION AT A MEETING HELD --------------
CARMEL/CLAY PLAN COMMISSION
BY: -------------------- --
DIRECTOR
DEPARTMENT OF COMMUNITY DEVELOPMENT
CARMEL, INDIANA
PURSUANT TO THE REQUIREMENTS OF INDIANA CODE 36-7-3 ET SEQ ASAMENDED OR
zJ
SUPPLEMENTED, THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF COUNTY ,
COMMISSIONERS OF HAMILTON COUNTY, INDIANA, AT A MEETING HELD ON THE*31
DAY OF �.�..
t
OWNER/SUBDIVIDER
CARWINION ASSOCIATES,
L P =:'
C/O GEORGE P. SWEET
' A
9502 ANGOLA COURT:
INDIANAPOLIS, IN. 46268
'
(317) 875-1755
SURVEYOR
SCHNEIDER ENGINEERING
CORP.
3020 NORTH POST RD,
INDIANAPOLIS, IN. 4622.6
(317) 898-8282
LAND DESCRIPTION
3. �v
diretir THIS INSTRUMENT WAS PREPARED
'.' BY EDWARD D. GIACOLETTI ASH OOK
REGISTERED LAND SURVEYOR—INDIANA #S0560
3020 NORTH POST ROAD
INDIANAPOLIS, INDIANA 46226
SECTION 4
TELEPHONE (317) 898-8282
nDATE: ------------------ —
SECONDARY PLAT SOURCE OF TITLE
CARWIPART OF THE N.E.1/4 INSTR. #9110 0 &AT9111912 .
INSTR. #
SECTION 7- T17N- R3E SUBMITTED: FEBRUARY 25,1993:
HAMILTON COUNTY, INDIANA LATEST REVISION: MARCH 9, 1993
PART OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST,
IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER SECTION; THENCE
ON AN ASSUMED BEARING OF NORTH 00 DEGREES 05 MINUTES 53 SECONDS WEST ALONG
THE EAST LINE OF SAID NORTHEAST QUARTER SECTION A DISTANCE OF 1335.90 FEET
TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID NORTHEAST QUARTER;
THENCE SOUTH 89 DEGREES 29 MINUTES 56 SECONDS WEST ALONG THE NORTH LINE OF
SAID QUARTER -QUARTER SECTION A DISTANCE OF 1334.11 FEET TO THE NORTHWEST
CORNER OF SAID QUARTER -QUARTER SECTION; THENCE NORTH 00 DEGREES 03 MINUTES
30 SECONDS EAST ALONG THE EAST LINE OF THE WEST HALF OF SAID NORTHEAST
QUARTER SECTION A DISTANCE OF 648.27 FEET TO A POINT DISTANT 689.60 FEET
SOUTH OF THE NORTHEAST CORNER OF THE WEST HALF OF SAID NORTHEAST QUARTER
SECTION; THENCE SOUTH 89 DEGREES 34 MINUTES 56 SECONDS WEST PARALLEL WITH
THE NORTH LINE OF SAID NORTHEAST QUARTER SECTION A DISTANCE OF 369.58 FEET TO
THE BEGINNING POINT; THENCE CONTINUING SOUTH 89 DEGREES 34 MINUTES 56 SECONDS
WEST PARALLEL WITH THE NORTH LINE OF SAID NORTHEAST QUARTER SECTION A
DISTANCE OF 962.75 FEET' TO THE WEST LINE OF SAID NORTHEAST QUARTER SECTION;
THENCE SOUTH 00 DEGREES 12 MINUTES 52 SECONDS WEST ALONG SAID WEST LINE A
DISTANCE OF 414.98 FEET; THENCE NORTH 89 DEGREES 33 MINUTES 38 SECONDS EAST
A DISTANCE OF 478.19 FEET; THENCE SOUTH 37 DEGREES 01 MINUTES 26 SECONDS
EAST A DISTANCE OF 193.33 FEET; THENCE SOUTH 50 DEGREES 54 MINUTES 58 SECONDS
EAST A DISTANCE OF 90.7,1 FEET; THENCE NORTH 44 DEGREES 00 MINUTES 00 SECONDS
EAST A DISTANCE OF 173.93 FEET; THENCE NORTH 46 DEGREES 00 MINUTES 00 SECONDS
WEST A DISTANCE OF 18.70 FEET; THENCE NORTH 44 DEGREES 00 MINUTES 00 SECONDS
EAST A DISTANCE OF 200.00 FEET; THENCE SOUTH 90 DEGREES DO MINUTES 00 SECONDS
EAST A DISTANCE OF 67.21 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS
EAST A DISTANCE OF 66.24 FEET; THENCE NORTH 07 DEGREES 03 MINUTES 28 SECONDS
WEST A DISTANCE OF 115.88 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS
EAST A DISTANCE OF 166.65 FEET TO THE POINT OF BEGINNING. CONTAINING 10.046
ACRES, MORE OR LESS.
THIS SUBDIVISION CONSISTS OF 15 LOTS, NUMBERED 108 THROUGH 122 TOGETHER WITH
COMMON AREAS, STREETS AND EASEMENTS AS SHOWN HEREON.
THE SIZE OF LOTS, COMMON AREAS AND WIDTHS OF STREETS AND EASEMENTS ARE
SHOWN IN FIGURES DENOTING FEET AND DECIMAL PARTS THEREOF.
CROSS-REFERENCE IS HEREBY MADE TO SURVEY PLAT RECORDED AS INSTRUMENT NUMBER
IN THE OFFICE OF THE RECORDER OF ------------- COUNTY, INDIANA.
I, THE UNDERSIGNED, HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR,
LICENSED IN COMPLIANCE WITH THE LAWS OF THE STATE OF INDIANA AND THAT THE
WITHIN PLAT REPRESENTS A SUBDIVISION OF THE LANDS SURVEYED WITHIN
THE CROSS REFERENCED SURVEY PLAT, AND THAT TO THE BEST OF MY KNOWLEDGE AND
BELIEF THERE HAS BEEN NO CHANGE FROM THE MATTERS OF SURVEY REVEALED BY THE
CROSS-REFERENCE SURVEY ON ANY LINES THAT ARE COMMON WITH THE NEW SUBDIVISION.
I FURTHER CERTIFY THAT THE SAID SUBDIVISION WAS PLATTED UNDER MY DIRECT
SUPERVISION AND CONTROL AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELIEF:
EDWARD D GIACOLETTI
REGISTERED LAND SURVEYOR
INDIANA - #S0560
THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN AND
RECORDED IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, DO HEREBY
CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED AND DO HEREBY LAY OFF,
PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THE WITHIN PLAT,
,a
THIS SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS ASHBROOKE SECTION 4 AN
ADDITION IN HAMILTON COUNTY, INDIANA.'
ALL STREETS SHOWN ON THIS PLAT AND NOT HERETOFORE DEDICATED ARE HEREBY.. .
DEDICATED TO THE PUBLIC.
TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO THE PROVISIONS OF THE
DECLARATION OF COVENANTS AND RESTRICTIONS OF ASHBROOKE DATED SEPTEMBER 18,
1991 AND RECORDED AS INSTRUMENT NO. 9124811 IN THE OFFICE OF THE RECORDER OF
HAMILTON COUNTY, INDIANA, WHICH ARE INCORPORATED HEREIN BY REFERENCE. EACH
OWNER OF A LOT DEPICTED ON THIS PLAT SHALL TAKE TITLE TO SUCH LOT SUBJECT TO
THE TERMS AND CONDITIONS OF SUCH DECLARATION.
STATE OF INDIANA ) DATED THIS__ ----DAY OF--------,-----_
COUNTY OF MARION )
CARWINION ASSOCIATES, L.P.
C/O GEORGE P. SWEET
9502 ANGOLA COURT
INDIANAPOLIS, INDIANA 46268
(317)875-1755
BY
GEORGE P. SWEET, GENERAL MANAGER
BEFORE ME THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE,
PERSONALLY APPEARED GEORGE P. SWEET, THE GENERAL MANAGER OF CARWINION
ASSOCIATES, L.P., AN INDIANA LIMITED PARTNERSHIP. AND ACKNOWLEDGE EXECUTING
THE FORGOING RECORD PLAT FOR AND ON BEHALF OF SAID LIMITED PARTNERSHIP.
WITNESS MY HAND AND NOTARIAL SEAL THIS ------ DAY OF__________,_____
NOTARY PUBLIC
MY COMMISSION EXPIRES: COUNTY OF RESIDENCE:
PLAN COMMISSION: UNDER AUTHORITY PROVIDED BY TITLE 36, ACTS OF 1981, P.L. 309
ENACTED BY THE GENERAL ASSEMBLY OF THE STATE OF INDIANA, AND ALL ACTS
AMENDATORY OR SUPPLEMENTARY THERETO, AND AN ORDINANCE ADOPTED BY THE COMMON
COUNCIL OF THE CITY OF CARMEL, INDIANA, THIS PLAT WAS GIVEN APPROVAL BY THE
CITY OF CARMEL, AS FOLLOWS:
ADOPTED BY THE CARMEL PLAN COMMISSION AT A MEETING HELD --------------
CARMEL/CLAY PLAN COMMISSION
BY: -------------------- --
DIRECTOR
DEPARTMENT OF COMMUNITY DEVELOPMENT
CARMEL, INDIANA
PURSUANT TO THE REQUIREMENTS OF INDIANA CODE 36-7-3 ET SEQ ASAMENDED OR
zJ
SUPPLEMENTED, THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF COUNTY ,
COMMISSIONERS OF HAMILTON COUNTY, INDIANA, AT A MEETING HELD ON THE*31
DAY OF �.�..
t
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AREA MAP
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SOILS LEGEND
CrA — Crosby Silt Loam
Br — Brookston—Silty Clay Loam
SOILSMAP
NOT TO SCALE
SECTION 7-T17N-R3E
SECTIONS 3 & 4
(CONSTRUCTION PLANS)
CLAY TOWNSHIP
HAMILTON COUNTY, INDIANA
DEVELOPER:
BRENWICK
DEVELOPMENT CO., INC.
9502 ANGOLA COURT
INIDIANAPOLIS, INDIANA 46268
(317) 841=9102
Engineer:
SCHNEIDER
ENGINEERING CORP.
3020 NORTH POST ROAD
INDIANAPOLIS, INDIANA 46226
(317) 898=8282 FAX (317) 899-8010
--- Schneider Engineering Corporation
PROFESSIONAL ENGINEERS -LAND SURVEYORS -LAND PLANNERS --GEOLOGISTS
302.0 NORTH POST ROAD
INDIANAPOLIS, INDIANA 46226--6518
Telephone (.31/) 898--8282 FAX (317) 899--8010
CERTIFIED BY RICHARD A. HENDERSON
D A VF:
(JOB No. 813.30 )
Sl•]FIT
1
OF
17
0
l`
INDEX
SHEET No.
DESCRIPTION
S-1
COVER SHEET
S-2
DEVELOPMENT PLAN -SECTION 3
S-3
DEVELOPMENT PLAN -SECTION 4
S-4
EROSION CONTROL PLAN -SECTION 3
S-5
EROSION CONTROL PLAN -SECTION 4
S-6
STREET PLAN
S-7
STREET PLAN
S-8
STREET PLAN
S-9
INTERSECTION & CUL-DE-SAC DETAILS
S-10
SANITARY SEWER PLAN _
_
S-11
SANITARY SEWER PLAN _
- -
STORM PLAN_ -
�S-13
_SEWER
STORM SEWER PLAN
STORM SEWER PLAN
S-14
S-15
GENERAL DETAILS _ �-
S-16
SNECIFICAIIONS
--- Schneider Engineering Corporation
PROFESSIONAL ENGINEERS -LAND SURVEYORS -LAND PLANNERS --GEOLOGISTS
302.0 NORTH POST ROAD
INDIANAPOLIS, INDIANA 46226--6518
Telephone (.31/) 898--8282 FAX (317) 899--8010
CERTIFIED BY RICHARD A. HENDERSON
D A VF:
(JOB No. 813.30 )
Sl•]FIT
1
OF
17
0
l`
" •nom :::.. r* h . � ` .i"+.J e�ti� �' r'. _ 44 ",? k y
.. *tar- ;: `- ., w, , .,. e4 :'�. •c. .-. _+� �i
ry
:: .,� �.. r � , '� . , rYt� • .- :. ter, ,.. : , •,,, -.
,
S.E. ? .: , ': .' „.H'-.. r. ... ,. y. ,..,. .... � .-.>�, .. ':...r .. .. •. ...
�u 83.7s z-1' 73.97:, HOLEY MOLEY SAYS
_
91.6 20 NDSCAPE, D.U,kS.E. 892.6 C [ 893.6 94.5 4
:'. .
LEGEND
TOPOGRAPHY
�- o00
-^ _--_.�.�- - ----- - -- ! HY BY YP� ".DONT
101:, .
LOBO AERIAL SURVEYS r
[ 892. ' 894:3
...........t
a 89D.5 COLUMBUS, IN rr
Existing Storm Sewer
a:
.'BLIND�s,^ n _ _ $ ��DATED 12 23 8��r
890.2 [
891.5
�--� I /
-a- New Storm Sewer 1OO (
t0 N 3'
102 ------ 892.8-
__ Existing Sanitary Sewer w/Existing Laterals
I Existing Laterals running to the opposite side of the street o �5 S'�
will be extended prior to construction of street. o / ``` 5 3
Aft
New Sanitary Sewer 1-800-382-6644 0
(Laterals are shown for reference onlyCALL TOLL FREE 05
w
See Sanitary Plan do Profiles for Locations) w
�- 1-800-428-6200 W
' F CA
T C u.., .�
--- OR LLS OUTSIDE OF INDIANA
889.2 137.85 130.15'
Existing Contour r �.,, �-' .. n ��4' .. T hNa -� �
o
\
89 , 889.6 g 96 891,2 �'�•..j`
Existing Elevation 889,5 1 I:
Li
000.00 New Pavement Grade a
cil103
000.00 All Other Finish Grades` s'
o I s I Lu
(000.00) Corrected Grades - -- -
Q
: ., r i � I o
T.C.
t^ S 688.5
-88-9. -0 8.0
000 Storm Structure Number ASHBROOKE 150.00" 155.04'
s
SECTION 4 I w C 686.5 4- - o
D
Sanitary Structure Number I N _w.r ` Z
y I 1 �I � GENERAL NOTES:
FIOW Arrow g Z I o I Z� QR I o 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO
104 ;' = g o g' oo' I • �+v o VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO
12 O� 6 I O
• 8879 [ , Z - HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S ASSUMED NORTH Q o N
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS ac
Denotes Elevation and �� 6 6 A �_ o N
67.21 UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE
t 000.0 - �o I WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN SCALE: 1 -5O
Approximate Pad Size jQ$ j P I >
__- # WRITING, THE OWNER OR THE ENGINEER OF ANY CHANGES, m
i 885 6 ,,, I 888.0 OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD
I 150.00' bl 154.94' BEFORE WORK IS STARTED OR RESUMED.
-- oec ----- -- Swale
( { 2. STANDARD SPECIFICATIONS FOR CLAY REGIONAL WASTE DISTRICT
SHALL APPLY FOR ALL SANITARY SEWERS. m ;
Cn N 154.91 a
000.00 Swale ``�� I 1 Q5 I = a; ,� 687.8 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
` V 107 ( TC I o (� I UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL.
886.9I �
M \\\\y \ �+ N [ 86.8 4. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.;
6 Subsurface Drain w/4 Lateral Connection
\ `CLI I 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORMx
X' \` 'd' ! TO APPLICABLE LOCAL STANDARDS.Li
S \
97 V5
�!4 ' N , `� ad' ° 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN N
Jsr 0� d' s'F� ' o Tl COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER° - '•
` �,k \ �,o �Gl�\ \�OG� !S6 \ l SAFETY.
6 BB9 DO •yC SF 80 I ° "
7. ALL QUANTITIES GIVEN ON THE PRINTS. VERBALLY OR IN THE
�O X70 I z SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
9e \ . °G¢�, 106 o / /
1669j, S BY THE BIDDING CONTRACTOR.
8. IF ANY EXISTING FIELD TILE SYSTEMS ARE ENCOUNTERED DURING THE W
��
1 ^^L2 �� ti / CONSTRUCTION PROCESS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
\ RECONSTRUCTING THE TILE TO ITS ORIGINAL CONDITIONS OR CONNECT IT
\\ B } INTO THE PROPOSED STORM DRAINAGE / SYSTEM. 885.8 w
U
9. WATER IS SHOWN FOR REFERENCE ONLY.
TO BE DESIGNED AND INSTALLED BY THE INDIANAPOLIS WATER CO.
96 Z06 cc
k
I
�X j J mac,/ s� T.C.90 T.C.
48.(� }
O a,
884.8 oo cool CL v+
3' h i� pJj 15' RD.U.kS.E. - -
0
/\y `° o a>
74,01",
r7
�6 / ._ ____15' RO.U.$S.E. 36 50.44' Ilk 100.00' 100.00' j ?t V► Q
iLL
.T
• \ \ \ \ ...._ \ \� s / 7.8UNDSCA D.U. df-S.E. �. ' �,° o
\/ - �- o00 - o00 000 --..m.'-'--- ..............• oo<;-..•-.--yn., Q (V
\ of - t 885.8 ! ,�
Q
C 6.8
[
0 co
CIO 16-
cr
" , '„ ,fir>>., . `` `••... �`\ \ ..\ \ \ \ \� eel 4 / '�'' ' ' �'•-��� r�� '� � O J � C
\ 00 T /
9 888.0 / :; z N o rn
f.
\ ,2 A9 / - 93 Cn
N 92 91 =� o 0
& •\ \ �``\�% \ r \GAS JVi
w
.. • \\ . \ •� rt \ \ .,fes _. \ 8$`z., sF
\ z \ o 00 i
6 891.0
i
60 - - -- 35 BUILDING UNE*
F= �i ' .'� .mac .,• m{r < .
} \ \ \ \ \\ ,, � ,._..-.{... .•*c" ...--~-.-. �.\• � .- _ .... •-r-.._'� \ \2p D•U 886. p9 �3 w .' ' .
ti U
15 U kS 8879
6859' I50.22100.0044.33'
{,
6-25' 888.7 ��. '•� ax �
w _
18+00
.
In
PC* 17+418817+00 1+0fl15+47_�IT886- 887.97O
a
Benchmarks •\\ \\ \`\ \\' r 668.5 '� \ ��� Z�
• t
NOTE:`\ .� \ , i { -� 1 5.5 .. , 94.55 7.5 1 100.00 Z �* O o0
The elevation datum used for this project was formulated to coincide with topographic \ ; \\ '',,LAKE 2 �i 20' D.U.drS.E. _
•photography. \ \`\ \ \\ \ - - - t- - - - - �
mapping created from aerial This maPPing was Pre aredbY a consultant SEE ASHPROOKE LAKE PLANS ' BDdUusing an incorrect elevation value for USC&GS Benchmark T-78. Since this mapping S.E;C. JOB #813.001,86
NE
- - -
USC&CS-
Benchmark T-78 has been destroyed Previous surveys have established that a % \ \ \ \ \ �Bp `\ } ---- - -
Y Ys \ \ NORMAL POOL ELEV.-883.0 \ \\ X. \` ;� jr } M-6-21
discrepancy existed between USC&CS Benchmarks T-78 and S-78. The combination of \ \\ 100 )1R. FLOOD ELEV.-887.13 \ \ S88•5 t 1rZ \5
-- x r ,
these situations results in establishing an elevation datum based on an elevation value \ \ \ �, \ k! y I 1 ( L�
1.12 feet greater than the published value for UjSC&GS Benchmark S-78. The following `\\ \y\ \\ `�.\ BB \ \ I �\
a: O
benchmarks are established on site with values adjusted for use with this project only. ' 1
\ $ I ¢ I 1
r\ \ �O { r", +: ,\`
TBM 101 %\ •. t `` Q __ z
. To of railroadspike in centerline of Shelbourne Road approximately 1335 feet \ ` �,� �R`. t 1 /^ 885.2 ! /0 83 S2 � W
\ \ ` , ` \ �i ,..� .. meq, b '� y "�' L`".^� � M
south of the cenerline of 106th Street.
x Elevation = 890,98 8� na Wit. ;` U Z
TBM 102 .� �}, r �p „W^ ( Q
Top of boat spike in centerline of Shelbourne Road approximately 2600 feet southa-
of the centerline of 106th Street. ;` \` l ; % \I - I /�� r��
Elevation = 885.42 • ` `\ r� ! 1 �,. \ W
LJLJ
TBM 103 \ \ _ , - - �, - 12s. T -- 1�A n. o
\ Ali, �V, SE. 3 10' D.U. S.E. 00.00' 100.00'na 5C W
P.K. nail in west side of ower ole 1 foot a on the east side of Shelbourne Road \ - 20
P P P /
\ ` 4g \ �a r
approximately 2600 feet south of the centerline of 106th Street. 885.6 C U �-
�6 C 884.6
\ \ - r• 8$6.6 �x •-� ; � � � Q
EXISTING SWALE BUILT W/SECTION 2� wi ' Ute] �Z
Elevation = 886.54 y; t� xr'
d� TBM 104 v ,, -k� w Z a W
•\. e 4Sa� ��i
A cut square at the southeast corner of the concrete deck of a lift station on the;� �� W
south side of the subject site approximately 1600 feet west of the centerline of g�9 ',� '\1 77 78 79 r , " fi Q Ll.cn F r-,)' . Shelbourne Road.
_..
.. Elevation 884.12 e\.�5 Owe-
a x+ f
a$8 -- N.' �, SHEET
-- `
76, r�� S-- 2
• • i bb
_ - \ EXISTING ASHBROOKE SECTION 2 �`��', of
h EXISTINGJ 16
mcb
Jf
LAKE N.jk
,
_
• x
FILE NAME: 8133DEV1
0
U
TOPOGRAPHY BY
'KIM LOBO AERIAL SURVEYS
COLUMBUS, IN
DATED 12-23-88
New !Storm �Sewer
H.P.
Existing Sanitary Sewer w/Existing Laterals
1894.0 k
89 .0 1 892.0E E 893.0
Ik-
Z 1111111.0
New Sanitary Sewer 000
(Laterals are shown for reference only \---,--PANHANDLE EASTERN ..0
See Sanitary Plan & Profiles for Locations) UNE EASEMENT 0
889.3 �CAPE MOUND - - - - - -
... . ........ Existing Contour PIPE
rs
119 17b.47'
489.74' 9. 2 ✓
Existing Elevation U 886.0 LANDSCAPE� U.&S. .
00. 000- 000
00o7-
890.
(OEM New Pavement Grade 88 go E 891.3 892.3 E 891.3
0
7- 887.7
.3
B�g 0 �73
H.
C51
cy)
All Other Finish Grades
1__F890-
114�-
110
(000.00) Corrected Grades 892.9
102
Storm Structure Number
*
113
o
Sanitary Structure Number Ile _J�5
ANG/ / r . I ls�_ 0
0
1jf 892.3
now Arrow 15, D.U.ALS-E- 100.00' / k
-3 C-4
92-64' keif ?
Denotes Elevation and �,g T.C.-C
UJ
P -31+58.80 ,ADD PT 30+58.60 k - =
Approximate Pad Size 32 30+oD, W 112 V)
.60%
WO.0 +0
.47 41 7 888.52960
LLJ
686. 290
889.5 IL LJ
.00'1.47 (n
Swale 889.9 989.2 25' D
U..
2 =3
103
1-, 890..2 35' &"NG LINE 9.6
.9
l� 000,00 Swale E
OK7 cr
70 1
,117
6' Subsurface Drain w/4" Lateral Connection L�01_
891
._....... �9o�xoo
S W.Lj
3
116C\
CN
117
Q0
115 V 118 04
889.0 M&4 Z 888.
887.2
108
_7 7
119 \ \ \ \
0
105
- - - - - - - - - - - - - - I - - -• 0 'U ;9 1�44�\
I , - - - . / "3V > Ilk
478.19' 129 <P1 ti
LAKE
C' 07
Z
1-1100-382-5544 0
CALL TOLL FREE
1=800-428-5200
TOR CALLS OUTSIDE OF INDIANA
-ci
Z
Y
L)
<
ASSUMED NORTH
SCALE: 1 *=50' 1 11
PZ
0�
<
SEE ASHBROOKE LAKE PLANS
S.E.C. JOB #813.00
NORMAL POOL ELEV.-883.0
100 YR. FLOOD ELEV.-887.13
- - ------------
\ \ \ / / � � � ...,.!\ � \ \ O V �r{:;°pis
0*0
GENERAL NOTES:
C4 WR
0 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR 10
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO
HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S,"
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS
UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFOR
WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN
•% WRITING, THE OWNER OR THE ENGINEER OF ANY CHANGES,
'A, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
2. STANDARD SPECIFICATIONS FOR CLAY REGIONAL WASTE DISTRICT
Ilk
SHALL APPLY FOR ALL SANITARY SEWERS.,
3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL.
4. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
5, TEMPORARY TRAFFIC CONTROL CURING CONSTRUCTION TO CONFORM
TO APPLICABLE LOCAL STANDARDS.,
4x"
BEPERFORM
_0
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO - ED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKFR"
SAFETY.
o M
7. ALL QUANTITIES GIVEN ON THE PRINTS. VERBALL OR IN THE
K_
•
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BenchmarksA BY THE BIDDING CONTRACTOR.
X.
NOTE: 8. IF ANY EXISTING FIELD TILE SYSTEMS ARE ENCOUNTERED DURING THE""'
r'0KI4ZTDJ1rT1nM D0nrrQC TLJC rnMTRACTOR The elevation datum used for UMS PrUrCL Was formulated o coincide topographic
mapping created from aerial photography. This mapping was preparedby a consultant
using an incorrect elevation value for USC&GS Benchmark T-78. Since this mapping
USC&GS Benchmark T-78 has been destroyed. Previous surveys have established that a
discrepancy existed between USC&GS Benchmarks T-78 and S-78. The combination of
these situations results in establishing an elevation datum based on an elevation Value
1.12 feet greater then the published value for USC&GS Benchmark S-78. The following
benchmarks are established on site with values adjusted for use with this project only.
TBM 101
Top of railroad spike in centerline of Shelbourne Rood approximately 1335 feet
south of the centerline of 106th Street.
Elevation = 890,98
TBM 102
Top of boat spike in centerline of Shelbourne Rood approximately 2600 feet south
of the centerline of 106th Street.
Elevation = 885.42
TBM 103
P.K. nail in west side of power pole 1 foot up on the east side of Shelbourne Road
approximately 2600 feet south of the centerline of 106th Street.
Elevation = 886.54
TBM 104
A cut square at the southeast corner of the concrete deck of a lift station on the
south side of the subject site approximately 1600 feet west of the centerline of J,
Shelbourne Rood.
Elevation = 884.12
Ell i
I 31FIPALL BE RESPONSIBLE FOR
RECONSTRUCTING THE TILE TO ITS ORIGINAL CONDITIONS OR CONNECT IT
INTO THE PROPOSED STORM DRAINAGE
SYSTEM.
It
3�� V
R
?til
% 0 4
_N
TOPOGRAPHY BY
'KIM LOBO AERIAL SURVEYS
COLUMBUS, IN
DATED 12-23-88
New !Storm �Sewer
H.P.
Existing Sanitary Sewer w/Existing Laterals
1894.0 k
89 .0 1 892.0E E 893.0
Ik-
Z 1111111.0
New Sanitary Sewer 000
(Laterals are shown for reference only \---,--PANHANDLE EASTERN ..0
See Sanitary Plan & Profiles for Locations) UNE EASEMENT 0
889.3 �CAPE MOUND - - - - - -
... . ........ Existing Contour PIPE
rs
119 17b.47'
489.74' 9. 2 ✓
Existing Elevation U 886.0 LANDSCAPE� U.&S. .
00. 000- 000
00o7-
890.
(OEM New Pavement Grade 88 go E 891.3 892.3 E 891.3
0
7- 887.7
.3
B�g 0 �73
H.
C51
cy)
All Other Finish Grades
1__F890-
114�-
110
(000.00) Corrected Grades 892.9
102
Storm Structure Number
*
113
o
Sanitary Structure Number Ile _J�5
ANG/ / r . I ls�_ 0
0
1jf 892.3
now Arrow 15, D.U.ALS-E- 100.00' / k
-3 C-4
92-64' keif ?
Denotes Elevation and �,g T.C.-C
UJ
P -31+58.80 ,ADD PT 30+58.60 k - =
Approximate Pad Size 32 30+oD, W 112 V)
.60%
WO.0 +0
.47 41 7 888.52960
LLJ
686. 290
889.5 IL LJ
.00'1.47 (n
Swale 889.9 989.2 25' D
U..
2 =3
103
1-, 890..2 35' &"NG LINE 9.6
.9
l� 000,00 Swale E
OK7 cr
70 1
,117
6' Subsurface Drain w/4" Lateral Connection L�01_
891
._....... �9o�xoo
S W.Lj
3
116C\
CN
117
Q0
115 V 118 04
889.0 M&4 Z 888.
887.2
108
_7 7
119 \ \ \ \
0
105
- - - - - - - - - - - - - - I - - -• 0 'U ;9 1�44�\
I , - - - . / "3V > Ilk
478.19' 129 <P1 ti
LAKE
C' 07
Z
1-1100-382-5544 0
CALL TOLL FREE
1=800-428-5200
TOR CALLS OUTSIDE OF INDIANA
-ci
Z
Y
L)
<
ASSUMED NORTH
SCALE: 1 *=50' 1 11
PZ
0�
<
SEE ASHBROOKE LAKE PLANS
S.E.C. JOB #813.00
NORMAL POOL ELEV.-883.0
100 YR. FLOOD ELEV.-887.13
- - ------------
\ \ \ / / � � � ...,.!\ � \ \ O V �r{:;°pis
0*0
GENERAL NOTES:
C4 WR
0 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR 10
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO
HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S,"
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS
UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFOR
WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN
•% WRITING, THE OWNER OR THE ENGINEER OF ANY CHANGES,
'A, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
2. STANDARD SPECIFICATIONS FOR CLAY REGIONAL WASTE DISTRICT
Ilk
SHALL APPLY FOR ALL SANITARY SEWERS.,
3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL.
4. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
5, TEMPORARY TRAFFIC CONTROL CURING CONSTRUCTION TO CONFORM
TO APPLICABLE LOCAL STANDARDS.,
4x"
BEPERFORM
_0
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO - ED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKFR"
SAFETY.
o M
7. ALL QUANTITIES GIVEN ON THE PRINTS. VERBALL OR IN THE
K_
•
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BenchmarksA BY THE BIDDING CONTRACTOR.
X.
NOTE: 8. IF ANY EXISTING FIELD TILE SYSTEMS ARE ENCOUNTERED DURING THE""'
r'0KI4ZTDJ1rT1nM D0nrrQC TLJC rnMTRACTOR The elevation datum used for UMS PrUrCL Was formulated o coincide topographic
mapping created from aerial photography. This mapping was preparedby a consultant
using an incorrect elevation value for USC&GS Benchmark T-78. Since this mapping
USC&GS Benchmark T-78 has been destroyed. Previous surveys have established that a
discrepancy existed between USC&GS Benchmarks T-78 and S-78. The combination of
these situations results in establishing an elevation datum based on an elevation Value
1.12 feet greater then the published value for USC&GS Benchmark S-78. The following
benchmarks are established on site with values adjusted for use with this project only.
TBM 101
Top of railroad spike in centerline of Shelbourne Rood approximately 1335 feet
south of the centerline of 106th Street.
Elevation = 890,98
TBM 102
Top of boat spike in centerline of Shelbourne Rood approximately 2600 feet south
of the centerline of 106th Street.
Elevation = 885.42
TBM 103
P.K. nail in west side of power pole 1 foot up on the east side of Shelbourne Road
approximately 2600 feet south of the centerline of 106th Street.
Elevation = 886.54
TBM 104
A cut square at the southeast corner of the concrete deck of a lift station on the
south side of the subject site approximately 1600 feet west of the centerline of J,
Shelbourne Rood.
Elevation = 884.12
Ell i
I 31FIPALL BE RESPONSIBLE FOR
RECONSTRUCTING THE TILE TO ITS ORIGINAL CONDITIONS OR CONNECT IT
INTO THE PROPOSED STORM DRAINAGE
SYSTEM.
It
?til
'1N
t
J
.r #ri
A
x ,¢
.may, .• M iiiii ae. ::`d k,.y . ^' %' y'+` �. i'f's,' A¢..� ,4, ! ;'i
$b
;+ .. ... , t ., r, 1.. n.. ,p _, w?r. _ .. .. ,.. . t ,.4: S^:'.7 i {� F,.; s?.s
... ^Y'.
�41,
t.. a ,.
x, .. ... , k 4 4
*., ,f,,:..: fS �5. ..
.. .. .... a -'.v _,... nt, �. .,. u.. , :.
,.. 9'. .... 1 ,..... .3. .. fi.. « ._ v. ...... -. x'.7 c.. n4_ ✓'v- .T..,.. .., n. P.. ,.ro ._d<,
w; x _ r . R ,. ...
: n_ ,�vn., .. r: � ,1.-. .-» M+. KKr %h. .. � r. � «, ., '� ,.. ,. z r. �.;.. .L. v, .. ,. t. r. , ... . .. ,s'.., t �.
., 4, .. M fir. .. ... :..»,... ,.... .. -,. .. , ,w..11 '. _ . F .:: .. , +�-.. ,.. r -
p .
Yn k
,i _, .. �. .._..
��yy y
1.
,,;
, HOLEY M LEY AY
s.. r s• w x. ,4,,. 4 ...
O O SAYS
a
a
,..,.. x... i
, ,
......
%
, „- .:.• :. . r. ,.„ .... ' ,� . 'Co-• .q.„"
y . W„+
-,,...
000
_ �_ �_
••�••� TOPOGRAPHY BYDON'T
LEGEND 41 y
f
1.!. � 7N * __ _ - , . ;1 -1 *
a- - LO YS
�, � ¢ � _� BO AERIAL SURAE
n ' 7 ..� 101 f,, g�"
,
_._
,
a; ^ .. e. ate r
11 11-111,�.: ° COLUMBUS IN
,.IQ
LL »
_, �
t s ;
s,., .
. k °
____ _w...,..
., --.
,,.
1
1
Exlsting Storm Sewer D _ _ 8 BLIND
.
�11,
- -
,.
_.... ATED 12
8
. ,._ � 23
, „ �, C'.=
/i
- -�--- New Storm Sewer ,� W; ._. - 100 ,
...._.. .. Ir 3
.S.[ a lk
/ / 5 a nr� K
11 Q • 1 102Nlj
*1 .. ,
l
r.
_..._._,_..._._....._...._� ...
-- _. � ' ,.. , i a
Existing Sanitary Sewer w�Exlsting Laterals
,�
...
W, ;`�. j
.
n, b
.. . , . , • F
:'
In
• .
.T'
Y Z 11
-0
New Sanitar Sewer 1 �: f { �� 1-800-382-6644 0
:.
/jj CALL TOLL FREE N
A.
W
n
:':�:'::�'::�� ���� 1-800-428 6200
_., �.
1 .. �, N�
:•• 1.. OR
Existing Contour �••: : '.: : :' : AF,.
F C S OUTSIDE OF INDIANA
9 .�. _ Y .
o i I
Existing Elevation . :i: �'
g `,h
EROSION CONTROL '
c
�;: 103 fir. : 11 Y
,_ -.I. r • LAND ALTERATIONS WHICH STRIP THE LAND OF � _
'� C:; z:, VEGETATION, INCLUDING REGRADING, SHALL BE S " I
'
1
I • i DONE IN A WAY THAT WILL MINIMIZE EROSION. .. w
STRAW BALES
.,:
t tF6u . WHENEVER FEASIBLE, NATURAL VEGETATION o
(TYP•) /,- ' }' ' ,,. � SHALL BE RETAINED, PROTECTED AND SUPPLEMENT.
ASHBROOKE ,' } I m
stake (typ) / r II ... THE DURATION OF TIME WHICH AN AREA REMAINS _
,," I. SECTION 4 '' '' // h'` �' EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM.
f 1 y,>r ! ' F THE AREA SHALL BE STABILIZED AS QUICKLY 14
flow . I'• Y
.i f •� . 11 -la AS PRACTICAL. w
CJ
s,: -
straw bale 104�'�`�'' 98 • TEMPORARY VEGETATION OR MULCHING SHALL
/ .1 *.I -'. •'• (. Q V,
I BE USED TOP OTECT EXPOSED AREAS DURING
.
.._ _
% / I •�. DEVELOPMENT. R ASSUMEDNOR o " N
° 108��' =` _ i {'.: SCALE: 1 =50 r
A- ,>. r.' '•' I 1':::,: '•%• PERMANENT AND FINAL VEGETATION OR STRUCTURAL
i 11I1 EROSION CONTROL DEVICES SHALL BE INSTALLED
t i lj::.'.
Plan 4 p / AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
(n. t. S.) 1 Gj / /,s 1 I r! :1::• � ,
IN - �,:':: ..� ( -, 0 SEDIMENT IN RUN-OFF WATER SHALL BE TRAPPED
' �OS '''' BY THE USE OF SUCH METHODS AS DEBRIS >'
t:
stake ts:
(,p) J 107 f...... �: BASINS AND SILT TRAPS UNTIL THE DISTURBED
straw bale \\ `` N 1 1 4' AREA IS STABILIZED.
�� \I P r
vAV\ y• ! a.` a
11 !` vv ::� • CONTRACTOR SHALL MAINTAIN EROSION CONTROL
Vv v
v ��
v '� �: • : •: MEASURES AS REQUIRED DURING CONSTRUCTION.
vv ss ... 97 << i
3 6"undertoe vv ;,_, til { f"
�,x :::':..�::: t
�, Profile *.,•. r
. .. . .. . / .
:,.:.: .
n. t. s. X .1. '.
( ) 10
�.
1'
t
i :!� 8 o
'.
'� , ti
. ,
122 �`':' :'. '
SEDIMENT FILTER DETAIL - NOTEOf1- a
y mu
:.; � . : , w
��X .o STRAW BALES 0
./ �� 1x SHADED AREA DENOTES AREA TO
• -` ` : '
f :,;: �V:__ _ �x I. BE SEEDED AND STRAW MULCHED
�' r i:...., 96 x
-�L �' N
Temporary Seeding Dates \ /
,�. ..;�'. c .
. / ':'
Jan Feb Mor Apr May Jun JulAug Sep Oct ov ec �• •. '^
x
L': o
\ :
:\' --
w-
:'
..
I-
Wheat or R \ 90 //x:
Ye \ / t ",-- a0 O, a 0 gg
> X . �. __ x a
a
� O
i
i
Oats f
C
0 !94 Lf) �
O
\ 11
\ - _. ' y I
f D
/ l
\ \ - £ N
'i ,
Annual Ryegross \ __.,.. O N
i
../
\ ` r
i
.✓� X
\ '' MM
V
-� Q
:
•
A
I:
r,
tt
t.
t sx _k, f�
\
• \_,%% ; � - fit,. P to
'\
sa Q
i�
$ O
9
.z%2r
d
Z
m n 0
P r a ent in ates
e Seed D
9 �
,max
1.
•am
. y�
0
\ 00
� 11 s�
\< -.--: r 33. Z vi
�-
J
a
\' O
Non-imigotedr /it Jls Irrigated 1, ,\ \ N p o0
- \ \ : 4. z O a c rn
t /r 'r+;l
Dormant , r \ 1 \ • X /• .'' : " .*, r Z � C >
Seeding.. \ i \ \ .• �9 % 93 92 91 . (n w c O r` j
Irrigation needed during this period. To control !! �C M
\' h'•' '.' N In
erosion at times other than in the shaded areas, \\ \\ `� \ f \ �. / y
use mulch. \ \ ,� ? : %'16 - CL `�
d
{
in mextended 5 o s -�' . �s 'j[(�C�]j
Late summer seed dotes a be \ �, W
(f mulch Is applied. \ ..,� \ I 7 -
I \ \ \• •/ , v I F
1, ++ Increase seeding application by 50X \ \ \ \ \ y
'':� �� .
•' ,. 0
\ \ \ -.\ , .',a.' ,�,,.
FIGURE 5 3 U
4
�.c'
4
'•
`r: r .
p),., •i• ,'�
•}./•..
::,f..•-
y �_r
Seedlings \ \ \ \ .Temporary •.. . .. '1�••�^L•, U }
------ \ \ \ �9,c Z
f r. Y
0 ;: U
P
Acre R rk
o
O
1 00 5 Ft
Ace ema s
f Seed 0
Kind o 5 q. \ \ _
\
- - - - Seedbed Preparation \ \ - i \ \ 14 W
\ \ . _.. fir•_..-.'.'. _ C �::'. Z
Wheat or R 3.5 Iba. 2 bu. Cover seed 1' to \ \, r f ~ 1. 8f Y • J O
Apply lime to raise the pH to the level needed for species being \ \ \ . ��LO
1 1/2' deep seeded. Apply 23 pourds of 12-12-12 analysis fertilizer (or equivalent) per \ \ \ `\ \ \ ,^ `PT9 0 ,Z Q
Y ` r \.' X11+41.88 17+00 1�+00 I U II
- - - - - - - - - - - - - - - - - - 1000 sq. ft. (approximately 1000 pounds per ocre) or fertilize according to , y \ 1\ \ \ \ __ __+ _-__________ _ .- __ - ____�_ -__ 15t47.33 X15+ r% /�/ i�
Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep test. Application of 150 lbs. of ammonium nitrate on areas low in organic \ -._ l ; \ \ \ � t '� CY_ Q 46
matter and fertility will greatly enhance vegetative growth. \\ \ \�'\_� \ : .'' .' ;I \ • s W O�
Annual ryegrass 1 Ib. 40 lbs. Cover seed 1/4•deep+ •• \ Il\ \ \ \ \ (�
Work the fertilizer and lime into the soil to a depth of 2-3 irches • \ \ \\ \ \ ' CD -cc cj� Z CL Zai
with a harrow, disk or rake operated across the slope as muchj as possible. \ i \ \ \ •�`+:' Z f
p . ,M;� \ \ \ \ -� fi• . a .i .. mr-
+ Not necessary where mulch is applied. ^-'----
T�.' i
Y \ } \ \ •0 ,' ;/ 0 U �--- X00
'• �.1 . .xu:.
- "FANiIIIIIII�II, Seeding $ \ \ LAKE �% . :: -
Select o seed mixture bored on projected use of the area (Figure 5-2), \ \ \ . 1 •�1 • TL .:L r•' TLS
while considering best seeding dates. See Figure 5-3 this sheet If toter- \ \ \ (,�� /
ances are a problem, such as salt tolerance of seedings adjacent to streets \ \ S.EC. JOB x!813.00 \ � �: - � �. •
and highways, see Figure 5-4 this sheet before final selectlon. \ \ \ \. • `~' .t _
\ \ \ \ \ \\� - , i il\ W z t_t_
-_._-_- _ , - Figure Permanent Seed Mixtures i \ \ \ \ \ \ \ \ \t• \
oft -e 5-2: Perm n nt
a.6 ov° t I \ \•\ \\ %\�\ , \3�:
SOIL �� 8 e• Salt \ , . I i_ t %
Species Seeding Rate Suitobte pH Site Suitability- v i W U
\ / \ \ y \ \ ( / 4 1
CONDITION 8 a N a a ;" e, s' ag ! $ Tolerance bs/ocre lbs/� 000 well \ \ \ 8 \
.. E _ ggt 1k2 - - - �/
Wet or Dry �i a8 Ea �_ ca aI 1 Gen. Soil pray sq. it. Droughty Drained Wet j \ \ \ \ \ \��.•a \•�,• ? \!\ ) ^' \'^ - -82 M O
-- --- - -- - - - - -- -- -- - - -- - - - - - - - - - - - j \ \\ \� i ` \ / x831 M W W 'Q
I: c _I
' Creeping Red Fescue 11
Level and Sloping, Open Areas y \ \ `` \ ( l.' !11
� ` a-
Festuco rubra 2 1 2 1 1 1 Med. 1 20-25 12-18 7-21 S I \ \ \\ I � L I _/
1. Tall Fescue 35 .8 5.5-8.3 2 1 2 \ \ \ �'•' 81 0 a-
, �f
-- \ \ \,.
Kentucky Bluegrass 2 1 2 1 1 1 Med. 1 25-35 12-18 10-20 MT 2. Tall Fescue 25 .6 5.5-8.3 1 \ \ \ \\` 1,
�1 �� + (- i- W O O
Poo pratinsis _ Red Clover++ 5 .12 ' .' J I
Ui ___,
01111111W' Tall Fescue 2 1 1 1 1 1 low 1 24-35 24-36 5-14 3. Kentucky Bluegrass 15 .4 5.5-7.5 2 1 \ \ \ \`I I
•\ \ \ I - _ 0.t! F5
1
T Creeping Red Fescue 15 .4 • \ i Z
Festuca L orundinocea P g - - - • \ \ \ i \ . r .
------ - .'� �' W W
1 2 - 1 2 Med 15 20 12-18 5 10 �� ,� T �5-.- T.� .` T �' T-.�. W W W O
Perennial ryegrass 2 MT Steep Banks and Cuts \ \ - i -�.- Y `OL U
.. Latium perenne
High \ \ _ � - = / /1
9 ?\1 V /
----- - - - --- _. /
4 5.8-7.5 2 1 2 \ v/
Crownvetch - 1 1 2 - - Low 1 5-10 24 14-21 T \ \ - - \ T
4- Toll Fescue 15 \ t \ , W O 11e..) Z
(/') I- 0r:-, �w_y O_
Kentecky Bluegrass 25 .6 't \ \ / -^ / n 0 U z
Car
voria - V'
1 _ 2 _ _ Med 1 7-10 18 5-10 S S \ EXISTING SWALE - BUILT W SECTION 2 -- _ � Lr W
Red Clover - S. Tall Fescue 35 .8 5.5-8.3 2 1 I \ rix 4
Emerald Crownvetch•. 10 .25`
Trifolium pratense _----- --------- __ - - - -- a \ �� , W= QW
Lowna and H'qh Maintenance Areas \ _ • •
�'' i � � i_ ICY_ LY �m �W
Ranking: Solt Tolerance (to both soi! salts k spray): - _ 37
°' 1 Good T Tolerance 6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1 tt ggg e • " 7$ 79
" 2 Medium MT Medium Tolerance Creeping Red Fescue 40 .9 t n
- ger \ $G_
�$ a
- Not tolerant S Slight Tolerance s \'\ r" --is-egg - a--
_ 7. Perennial Ryagress 170 4.0 5.0-7.5 1 - SHE
. �, 1
- _
(Turf Type) -- _"I I
' �ET
LLLL
8. Toil Fescue 170 4.0 5.5--8.3 2 1 2 I �r
. r ,tr 7 x -4
1 OF
$ S
.�" ° FIGURE 5- 4 + 1 - Preferred 2 - Will Tolerate •• Innoculate with specific Innoculants. EXISTING ASNBROOKE SECTION 2
11 Iw_- I
.. �, EXISTING` �..�.16
, LAKE
• Fill NAME: 8133DEV1 '
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LEGEND
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1
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Existing Storm Sewer
- --�-- --- New Storm Sewer
-
--------- Existing Sanitary Sewer w/Existing Laterals
New Sanitary Sewer
Existing Contour
r
.,, .�........m.._ ..
9 tau
Existing Elevation
Plan
(n.t.s.)
stake (typ)
w
straw bale
- stake (typ)
.,.,--straw bale
0/04
5"-Cundertoe
Profile
(n. t. s.)
SEDIMENT FILTER DETAIL
Wheat or Rye
Oats
Annual Ryegross
Non -Irrigated*
Irrigated
t
Dormant
Seeding••
needed during this period. To control
®Irrigation
erosion at times other than in the shaded areas.
use mulch.
•
Late summer seeding dates may be extended 5 days
S
if mulch is applied.
••
Increase seeding application by 5OX
FIGURE 5-3
Salt
Temporary Seedlings
Kind of Seed
1000 Sq. Ft. Acre Remarks
Wheat or Rye
3.5 lbs. 2 bu. Cover seed 1' to
1 1/2' deep
Spring Oats
2.3 lbs. 3 bu. Cover seed 1' deep
Annual ryegross
1 Ib. 40 lbs. Cover seed 1/4'deep•
• Not necessary
where mulch is applied.
1
Xy
c t :-
TOPOGRAPHY BY
LOBO AERIAL SURVEYS
COLUMBUS IN
P
,� * � �, . . 4 a:� ;� � i' `� �t .'�` r� o -Y � ✓ f � � [.:;�"b` eta. r .
fi%,iq s DATED 12-23-88 {..
'' t x ,t ..• ¢I�. 5 ;`` �. a �" aft ' `' � .ry , y
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PANHANDLE EASTERN
/ PIPELINE EASEMENT
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;:- - LAKE 2
SEE ASHBROOKE LAKE PLANS v v A _v a
\ \ \ S.E.C. JOB #813.00 \ \ \ \ � � � � �
\\ \ ♦ j Ax's r;": W 0
\ \ \ \ \ i / ' / ' -�. \ \ \ \ ~„/' ` �-• Z C In
•-
\
4)1/EROSION CONTROL cc 0
O Qcc 0 _ V� v OJ � C
• \` �\ _ \\ �\ �`\ 122 `\� • LAND ALTERATIONS WHICH STRIP THE LAND OF Of P �Z w }
VEGETATION INCLUDING REGRADING SHALL BE z O Q "'
- ,
DONE IN A WAY THAT WILL MINIMIZE EROSION. W z C C
\ \ �' ' ' •e \ , • `\ ` WHENEVER FEASIBLE, NATURAL VEGETATION V) Z s '�, '
---� ' �' �\ \ �\ \\♦ :� :' 90 �� SHALL BE RETAINED, PROTECTED AND SUPPLEMENT. I O z 2 0�
/ r \ � wv
C)
/ \\\ \\`, ->�_ \�\\ • THE DURATION OF TIME WHICH AN AREA REMAINS W W J rU a` _'
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. Z
THE AREA SHALL BE STABILIZED AS QUICKLY O O
AS PRACTICAL.
i \_• ? _ \ \
\ h `� \ `; `� • TEMPORARY VEGETATION OR MULCHING SHALL z
Seedbed Preparation BE USED TO PROTECT EXPOSED AREAS DURING `W Q CLw_
Apply time to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12-12-12 analysis fertilizer for equivalent) per ``�_ !, �• \\ ,t \.�\\.� DEVELOPMENT.
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to Q
test. Application of 150 lbs. of ammonium nitrate on areas low In organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soll to a depth of 2-3 inches
with a harrow, disk or rake operated across the slope as much) as possible.
Seeding
Select a seed mixture based on projected use of the area (Fg.re 5-2),
while considering best seeding dotes. See Figure 5-3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5-4 this sheet before final selection.
Figure 5-2: Permanent Seed Mixtures
Species Seeding Rate Suitable pH Site Suitability
:bs/ocre lbs/1000 well
sq. ft. Droughty Draired Wet
Level and Sloping, Open Areas
1. Tall Fescue 35 .8 5.5-8.3 2 1 2
2. Tall Fescue 25 .6 5.5-8.3 1
Red Clovers* 5 .12
3. Kentucky Bluegrass 15 .4 5.5-7.5 2 1
-Creeping Red Fescue 15 _4 _ - _ _
Steep Banks and Cuts
4. Tall Fescue 15 .4 5.8-7.5 2 1 2
Kentecky Bluegrass 25 6
5. Tall Fescue 35 .8 5.5-8.3 2 1
Emerald Crownvetct:•• 10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1
Creeping Red Fescue 40 9
7. Perennial Ryegross 170 4.0 5.0-7.5 1
(Turf Type)
8. Toll Fescue 170 4.0 5.5-8.3 2 T 2
• 1 Preferred 2 Will Tolerate •• Innoculate with specific innoculants.
Ranking:
1 Good
2 Medium
- Not tolerant
Solt Tolerance (to both
T Toierance
MT Medium Tolerance,
S Slight Tolerance
FIGURE 5-4
t
_
501E
S
>S
E S
Salt
CONDITION
a t
s S
t {,
Tolerance
Wet
or
Dry
Gen.
SoH
pray
G s
132
i` a
�f
Creeping Red Fescue
Festuca rubra
2
1
2
1
1
1
Med.
1
20-25
12-18
7-21
S
Kentucky Bluegrass
2
1
2
1
1
1
Med.
1
25-35
12-18
10-20
-
-
MT
Poo pratinsis
_-
Tall! Fescue
2
1
1
1
1
1
Low
1
24-35
24-36
5-14
_
Festuca L an ndinocea
T
Perennial ryegross
2
1
2
-
1
2
Med
2
15-20
12-18
5-10
MT
Lollum perenne
High
Crownvertch
-
1
1
2
-
Low
1
5-10
24
14--21
T
Coronitle varia
Red Clover
-
1
-"
2
-
-
Med
1
7-10
18
5-10
S
S
Trifolium pratense
Ranking:
1 Good
2 Medium
- Not tolerant
Solt Tolerance (to both
T Toierance
MT Medium Tolerance,
S Slight Tolerance
FIGURE 5-4
.'
r s
a x..
4
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♦ \ \ )D \ ,._3 v ,. kb<o: d. "' 3 S*":. ;� k• :.r: t�� ''."Mfr S:. :d r .;y
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FOR CONTINUATION?, n x
\ , { ',,,.mar ,3 t' as '#,»s:'* y,�,„; •'a':,
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\ � � ,a...,'-�:` , r , � • +n„k `"5' `'+,�':�, ��,£ '�- ;�. � 7,:r: ,;ax�f
SEE SHEET S-7 \ \ 106 .J
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SEE SHEET `, �� �:, tr , �� .� � . __ � ., � � ' � �� _ � =�t� •
90 /V �..+t, �'S^`:: rs,,..,f�•. 4ik, , iN,d.,: ddt fk4�r+�. � r .: �' 3Sa- L,,KRa...: 'vR 'Fd ,,6kY*»Y.:. dt .� x
91
16 14 �0ss• ,�' /
GENERAL NOTES:s-15 s -1s �\ \ w S � ` '�•�—
8mc hmorke Ox \ �- 95 92__---
NOM-- ALL CUTS ARE TAKEN FROM THE EXISTING GRADE 89 ?''`??/".00
i
The elevation datum used for this project was formulated to coincide with topographic � ?) �
mapping created ftm serial photograpby. This mapping was preparedby a consultant TO THE NEW GRADE. \ \� \ x� \ \ 13 4 93
y
using an incorrect elevation value for USCkCS Benchmark T-78. Since this mapping 9
USC&GS Benchmark T-78 has been destroyed Previous surveys beve established that s 5-15
TEMPORARY TRAFFIC CONTROL DURING a
discrepancy eusted between USC&GS Benchmarks T-78 and S-78. The combination of 2. \ T \
these situations results in establishing an elevation datum based on an elevation value CONSTRUCTION TO CONFORM TO APPLICABLE ?�Ir ,o -- �� �� 15+41.33
1.12 feet greater than the publisbed value for USC&GS Benchmark S--78. The following
benchmarlra are establabed on site with values adjusted for use with this project only. LOCAL AND STATE STANDARDS. 88
Top 1� 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE FOR INTERSECTION DETAIL \ 20 00
Top of railroad spike in centerline of Shelbourne Rood approximately 1335 feet 05 Yt
south of the centerline of 106th street. PERFORMED IN COMPLIANCE WITH APPLICABLE \ el Qc111+41� it+� seg 3g
Ele�roti;nn 890.98 O.S.H.A. STANDARDS FOR WORKER SAFETY. SEE SHEET S-9 \ - i9+ 3
Top of boat spike in centerline of Shelbourne Road approximately 2600 feet south
of the centerline of 106th Street. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY \ 18+30 16+00
Elevation = 885.42 TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE Q7
TOM 103 CONSTRUCTION BEGINS. C�
P.K. nail in west aide of power pole 1 toot up on the east side of Shelbourne Road
approximately 2600 feet south of the centerline of 106th Street.
Elevation = 886.54 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO �82
TBM 104 EXISTING TREES.
A cut square at the southeast comer of the concrete deck of a lift station on the 86
Shuelboume Road.
soth side of the subject site approximately 1600 feet west of the centerline of 6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES r8 83
orb^ - 804.12 (SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS.
85 � I - - 84
900
895
:•1
875
:.l
STREET PLAN
HOLEY HOLEY SAYS,
"DON'T
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.. 1-800-428-6200
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81 }
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DATA
CURVE
RADIUS
LENGTH TANGENT
CHORD BEARING
DELTA
C1 1
400.00'
307.18' 161,61
299.69' N68'20 55-W
44'00 DO'
SCALE: 1 "= 50' I
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EXISTING GRADE r' CL Q N
EXISTING PAVEMENT 890
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SCALE, VERT.: 1"=5 16
FILE NAME: 8133S?Rt
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NOTE , GENERAL NOTES: / v
The elevation datum used for this project was formulated to coincide with topographic / a� \ t
mopping created from aerial photography. This mapping was preperrdby a consultant / / / 1. ALL CUTS ARE TAKEN FROM THEEXISTINGGRADE FOR INTERSECTION DETAIL \ ��• ?,� �, CONTINUED FROM
using an incorrect elevation value for USC&CS Benchmark T-78. Since this mapping \ !l �B \ ® ' z
USChCS Benchmark T-78 has been destroyed. Previous surveys have established that a / TO THE NEW GRADE. `� i ` - a`
discmpancy e>osted between USC&CS Benchmarks T-76 and S-78. The combination of 115 SEE SHEET S-9 \ � � ; �, SEE SHEET S-6 i � £�
these situations results in establishing an elevation datum based on an elevation value / 121 ?4;'� �' r' w
2. TEMPORARY TRAFFIC CONTROL DURING '`� • _
1.12 feet greater than the published value for VSChCS Benchmark S-78. The following • - + U
benchmarks are establisbed on site with values adjusted for use with this project only. / CONSTRUCTION TO CONFORM TO APPLICABLE
TBM /� / LOCAL AND STATE STANDARDS. \ � \ \ r✓ r .� , * �, � , r< Q N
Top of railroad spike in centerline of Shelbourne Rood approximately 1335 feet
south of the centerline of 106th Street. 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE �� �;
Elevation CN
890.98
TIS 102 PERFORMED IN COMPLIANCE WITH APPLICABLE 122 �% Q` 4u, m
O.S.H.A. STANDARDS FOR WORKER SAFETY. _
Top of boot spike in centerline of Shelbourne Road approximately 2600 feet south
of the centerline of 106th Street.
Elevation = 885.42 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY / Q
TBM 103 TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE � � T
P.K. nail in west side of power pole 1 foot up on the east side of Shelbourne Road - CONSTRUCTION BEGINS. 90s
approximately 2600 feet south of the centerline of 106th Street. U7�'
Elevation = 886.54
TBM 104 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO
i,
EXISTING TREES. 3
A cut square at the southeast corner of the concrete deck of a lift station on the
south side of the subject site approximately 1600 feet west of the centerline of `
Shelbourne Rood. 6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES
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CURVE
RADIUS LENGTH
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FOR CUL—DE—SAC DETAIL
2. TEMPORARY TRAFFIC CONTROL DURING
100 - 99 CDNSTRUCT1UN TO CONFORM To APPLICABLE SEE SHEET S-9
\ 98 �� LOCAL AND STATE STANDARDS. "�;f�' �. 111 110
i r _ 16 14 - - -- _-- _ 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE U,
S-15 S-15 PERFORMED IN COMPLIANCE WITH APPLICABLE
96 O.S.H.A. STANDARDS FOR WORKER SAFETY. / \�
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
\ /N TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
l sor CONSTRUCTION BEGINS.
I 5+53.27 5+00 4+00 PT=2+90.97 \
101 — -�-moi-- - —+— _CIRCLE— — 1
Noo'00'00*E c4 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO
4%00 EXISTING TREES.
\ � I 16 14 I
\ 95 6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES 112 S-15 S-15 G 109
x'`60 (SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS. x
UL—DE—SAC DETAIL � � , 3
FOR C _ — `''� �
- - - S -15 - - - - ----- "�, \
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SEE SHEET S-9
103 104 105 i 'X� \ i
SEE SHEET S— 7
102
FOR CONTINUATION q oX 13
S-15
Benchmarks 106 SEE SHEET S-6 ��
NOTE \ 25'r ryh v / \ 0- x
5
The elevation datum used for this project was formulated to coincide with topographic /� typ' �x1~i6i I /, r
mapping created from aerial photography. This mapping was preparedby a consultant 1 0V
/ > ti Q /Q%
hastablished that \ \ �\� typ.
using an incorrect elevation value for USCkGS Benchmark T-78. Since thin mapping / V / 1 20 \ �980� \
USCkGS Benchmark 4-78 has been destroyed Previous surveys ve ee
discrepancy mated between USCgGS Benchmarks T-78 and S-78. The combination of / \
these situations results in establishing an elevation datum based on an elevation value
1.12 feet greeter than the published value for USCAGS Benchmark S-78 The following
benchmarks are established on site with values adjusted for an with this prnjaat only, FOR INTERSECTION DETAIL i
FOR CONTINUATION SEE SHEET S-9
Top of railroad spike in centerline of Shelbourne Road approximately 1335 feet /�
south of the centerline of 106th Street. 8R FOR INTERSECTION DETAIL �
Elevation = 890.98 SEE SHEET S-6 i VV \
TOM 102 SHEETS -9
Top of boat spike in centerline of Shelbourne Rood approximately 2600 feet south
of the centerline of 106th Street.
Elevation = 885.42 / 121
TOM 103
P.K. nail In west side of power pole 1 foot up on the east side of Shelbourne Road
approximately 2600 feet south of the centerline of 106th Street.
Elevotlon = 886.54
TBM 104
A cut square at the southeast comer of the concrete deck of a lift station on the
south side of the subject site approximately 1600 feet west of the centerline of
Shelbourne Road.
Emotion - U4.12
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"_ _ WYE & LAT. SEE SHEET S-11
_1+27
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/ 108
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W
5+9B o `93 SEE SHEET S-11 E I�bur^n = Road.
W4.12
, , . FOR CALLS OUTSIDE OF INDIANA
00 3 4 106 Z 92 3
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SAN. MH. 1 GENERAL NOTES: S-15 9 -
115 S-15 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY WYE do LAT. \
o+80
TO THE PIPE INVERT. TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE \
\
LATERAL
OUT OF MH. CONSTRUCTION BEGINS. 8_
2. ALL WYE, LATERAL AND PROFILE STATIONS ARE
1 MH. 2 WYE LAT.
FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 7• TEMPORARY TRAFFIC CONTROL DURING W. do
CONSTRUCTION TO CONFORM TO APPLICABLE S-15 2+185
1�
3. WYES AND LATERALS TO BE 6" PIPE UNLESS LOCAL AND STATE STANDARDS. ��� T
WYE -Q
OTHERWISE SPECIFIED. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE 1+30 ri 86 WYE At LAT.
4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. �,;. # WYE do LAT. 1+34
OF FIVE FOOT LATERAL EXTENSION CONNECTED TO STANDARDS FOR WORKER SAFETY. 5�3..
0+24
THE WYE, THE END OF THE LATERAL SHALL BE SAN.MH.1
9. CONTRACTOR SHALL MINIMIZE DAMAGE TO r
PLUGGED OR CAPPED. EXISTING TREES. S-1
5. LATERALS RUNNING TO
THE
OPPOSITE SIDE OF
HOLEY MOLEY SAYS,
AND OFFSETS OF STRUCTURES, SEE
STREET SHALL EXTEND
Be,►dhma is
THE UTILITY ESMT.
DEVELOPMENT
PLAN.
Theelevation datum used for this project was formulated to coincide with topographic
" i�
z
« DON'
mapping created from serial photoMphy This mapping wee preparedly a consultant
a
using so incorrect elevatma value lar OrAGS Benchmark T-78. Since this mappuy
j
Ln
(WAGS Benchmark T-78 has been destroyed. Previous surveys have established that a
DIG
V)
discrepancy existed between tl4C&GS Benchmarks T-78 and S -7d The combination of
these situations results in establishing an elevation datum based on an elevation value
"
1.12 feet greater than the published value for USCAGS Benchmark S-78 The following
BLIND
benchmarks are established on site with values adjusted for use with this project only.
M1101
-
Top of railroad spike In centerllne of Shelboume Road approximately 1335 feet
SHEET
south of the centerllne of 106th Street.
] r
y
SCALE:
•FILE
Elevation = 890.982.
NAME: 8133SAN1
?9M 102
Top of boot spike in centerline of Shelbourne Road approximately 2600 feet south
of the centerline of 106th Street.
Elevation - 885.42*,
MMI 103
P.K, nall In west side of power pole 1 foot up on the east side of Shelboume Road
q
approximately 2600 feet south of the centerline of 106th Street.
Elevation 886.54
3 -
28+00
27+00 = 1 O
�• \ \ s^xzc to
? W *�� a TOM too •�� CALL TOLL FREE
107 FOR CONTINUATION
,j,zrw t *, ,: i''.Fk'. ,' A cut square at the southeast comer of the concrete deck of a lift station on the�
WYE & LAT, south side of the subject site approximately 1600 feet west of the centerline of 1m800-428-5200
W
5+9B o `93 SEE SHEET S-11 E I�bur^n = Road.
W4.12
, , . FOR CALLS OUTSIDE OF INDIANA
00 3 4 106 Z 92 3
_
S-15 S-15
�- - �Q 119 120 / 55
WYE k LAT. v 24+00 v v
WYE dt LAT. 0+35 WYE 3t LAT. / 93 Y
\
0+88
m •ter '��
�
01 w
1 SAN. ISH. STORM SEWER / \ ?Tipp ? , / 95 ' / v
s-, 5 121 � \ C,qR� j � / WYE1 � 6 AT 94
e 117 T ON�'��
/ WYE & LAT.
G 1+3O
WYE k LAT. '� �� v
/ WYE & LAT. 1 SAN. MH.
0+56 3+80
S-15
SAN. ISH. 1 122
WYE
2 83AT.
/ '�^ '� \ ?1¢5523.+� �ak� � EXIST. 8' PVC d
116 90
WYE & LAT. WYE k LAT. \ \ ¢ PT -20+49 20+00
1+47 1+74 2 19+00
SAN. MH. 1 GENERAL NOTES: S-15 9 -
115 S-15 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY WYE do LAT. \
o+80
TO THE PIPE INVERT. TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE \
\
LATERAL
OUT OF MH. CONSTRUCTION BEGINS. 8_
2. ALL WYE, LATERAL AND PROFILE STATIONS ARE
1 MH. 2 WYE LAT.
FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 7• TEMPORARY TRAFFIC CONTROL DURING W. do
CONSTRUCTION TO CONFORM TO APPLICABLE S-15 2+185
1�
3. WYES AND LATERALS TO BE 6" PIPE UNLESS LOCAL AND STATE STANDARDS. ��� T
WYE -Q
OTHERWISE SPECIFIED. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE 1+30 ri 86 WYE At LAT.
4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. �,;. # WYE do LAT. 1+34
OF FIVE FOOT LATERAL EXTENSION CONNECTED TO STANDARDS FOR WORKER SAFETY. 5�3..
0+24
THE WYE, THE END OF THE LATERAL SHALL BE SAN.MH.1
9. CONTRACTOR SHALL MINIMIZE DAMAGE TO r
PLUGGED OR CAPPED. EXISTING TREES. S-1
5. LATERALS RUNNING TO
THE
OPPOSITE SIDE OF
10. FOR STATION
AND OFFSETS OF STRUCTURES, SEE
STREET SHALL EXTEND
THRU
THE UTILITY ESMT.
DEVELOPMENT
PLAN.
1 900 1
895
T.C.-889.9
890
I
I
875
865
INV. -885.15 (E)
d
I
U
214' OF 8" PVC 0 0.45%
8
T. C. - 888.8
SANITARY SEWER PLAN
T.C.-891.4
T.C.-890.5
- - - - - - - - - - - - - - - - - _ - - - NEW GRADE EXISTING GRADE
15" RCP
INV. -885.9± _
_
8" PVC (NE) 15" RCP
INV. -882.33 INV. -885.2± 8" PVC (NE)
INV. -884.19 (W) INV. -884.09 (SE)INV.-880.43
INV. -883.20 (NW) INV. -883.10 (SE)
INV. -882.33 (NW) INV. -882.23 (SE)
36" RCP//
INV. -880.1±
C"
U U U U V U
197' OF 8" PVC 0 0.45%
N
T
170' OF 8" PVC ® 0.45%
pp�
+
400' OF 8" PVC 0 0.45%
N
SANITARY SEWER
4.
INV. -880.43 (NW) -J INV. -880.33 (SE)
Ui
U
u r
IPill
C. -6iztF
5 84
-15 WYE & UT.
0+45
-STORM SEWER
SCALE: 1 "=50'
0
W
W
U
" 00 c to
w3 }
} 895 a
'._ �� co
UQov JC9
O
V, XON x
ILI
to a
oz
890 ��Q
N
�o�
Z
N
N
00 L-
T.C.-886.6 T.C.-887.24 zz J rn c
z o � °°
rag 0
Chi o � v �.
l t t
W z °
- o .2
o c
30" RCP I j U ti -J
INV. -880.3± t t
880
CONC. CRADLE- EXIST. 8 PVC -
71
INV. -879.25 (NW) INV. -879.15 (SE) -
00 LO INV. -878.26 (NW) w
m INV. 878.16 (E)
__.._. S S BUILT�875 Q
_
Z ri
8100100
`z
t�
865 A
241' OF 8" PVC ®0.45% 198' OF 8" PVC ®0 45% z
a� Z � Q
r
z� 860
._ - -- - _..._ - _ ........ .. _. _ __.T�..____...-�.UJ
a
.R
�tm'y,�,y�. �.j,;yys
w3
S
c=c
G
" i�
z
a
L
j
Ln
V)
400' OF 8" PVC 0 0.45%
N
SANITARY SEWER
4.
INV. -880.43 (NW) -J INV. -880.33 (SE)
Ui
U
u r
IPill
C. -6iztF
5 84
-15 WYE & UT.
0+45
-STORM SEWER
SCALE: 1 "=50'
0
W
W
U
" 00 c to
w3 }
} 895 a
'._ �� co
UQov JC9
O
V, XON x
ILI
to a
oz
890 ��Q
N
�o�
Z
N
N
00 L-
T.C.-886.6 T.C.-887.24 zz J rn c
z o � °°
rag 0
Chi o � v �.
l t t
W z °
- o .2
o c
30" RCP I j U ti -J
INV. -880.3± t t
880
CONC. CRADLE- EXIST. 8 PVC -
71
INV. -879.25 (NW) INV. -879.15 (SE) -
00 LO INV. -878.26 (NW) w
m INV. 878.16 (E)
__.._. S S BUILT�875 Q
_
Z ri
8100100
`z
t�
865 A
241' OF 8" PVC ®0.45% 198' OF 8" PVC ®0 45% z
a� Z � Q
r
z� 860
._ - -- - _..._ - _ ........ .. _. _ __.T�..____...-�.UJ
PROFILE
a
.R
�tm'y,�,y�. �.j,;yys
w3
" i�
z
PROFILE
�tm'y,�,y�. �.j,;yys
w3
" i�
z
-41
��` n
••
SHEET
• •
•F
S-101
SCALE:
•FILE
NAME: 8133SAN1
11
4ine....... ..... . ti :.. , ,. it ,. J.-•. :..r. . x..1... :.:...-. .. ,.a,,. ..,•.. ....Y v', A :. ...._. . ... « 315_ . i
F-1 WMIR,
. .. ...... ;..- :?�W ., ......
f ..,P.
sr S5'•;:'
r
,..-_.
9Al1ClifrlGrkt Y -11-;Y yi $ 4,
NO
% ,,�'' is
The elevation datum used for this project was formulated to coincide with topographic'Al 7 �
mapping created from serial photography. This mapping nes preparedby a consultant
y. using an incorrect elevation value for USC&GS Benchmark T-78. Since this mapping
-l' USC&GS Benchmark 7-78 bas been destroyed. Previous surveys have established that a �k
discrepancy evicted between USC&GS Benchmarks T-78 and S-78. The combination of
these situations results in establishing an elevation datum based on an elevation
Value
1.12 feet greater than the published value for USC&GS Benchmark S-78. The following
-' benchmarks are established on site with values adjusted for use with this project only.��
100 _ _ X99 AT. �M 101
d
% ; t
WYE & LAT. 2+� 98 9 / ( Top of railroad spike in centerline of Shelbourne Road approximately 1335 feet
south of the centerline of 106th Street.
3+49 WYE & LAT. WYE & LAT. Elevation = 890.98,.., t s a
1+43
0+26
7BM 102
/ \ 4 3 96 Top of boat spike in centerline of Shelbourne Road approximately 2600 feet sout
s+
of the centerline of 106th Street.
WYE h LAT. Elevation = 885.42 *.� �-
\+30
18111 103,, § Y Ialt
\ % P.K. nail in west side of power pole 1 foot up on the east side of Shelbourne Road
/ \ approximately 2600 feet south of the centerline of 106th Street.
Elevation = 886.54
101 5+53.27 5+00 4+00 _ - PT=2+90.97 \ M 104
TREBAT�CIRCL _\ / cut square at the southeast corner the concrete deck of a lift station othe
LATERAL s � \ south side of the subject site approximately 1600 feet west of the centerline of
OUT OF MH. 00
\ Shelbourne Road.
ElevatW - 6".12
95 FOR CONTINUATION
SEE SHEETS 10
- -- �/
1 SAN SIH 1D5
895
17 dti �{ N YY p 4
fir F }p
Wil
4
.45 >.
411og
yy 111
WYE &LAT.
2+62
M.
04,
0. ¢
+K �'U
J6,
112
1 \• ` � 38'r
i
S-15
WYE & LAT. WYE & LAT. \ \ \
S-15 102 - 103 ,+46 0+50 "q, \ -
WYE & LAT. WYE & LAT. 1 �, FOR CON TI N U ATI ON 120
3+35
2+54 SAN. MH. \� \ 2
8_15 �+°° ��� Ci-dr�i
�\ 1 \ SEE SHEET S-10 `
o N
Ile\ \ \
S-15
GENERAL NOTES: WYE & LAT.
/87
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE 7. TEMPORARY TRAFFIC CONTROL DURING 1+28 ��ti;w -'� y,,�'
TO THE PIPE INVERT. CONSTRUCTION TO CONFORM TO APPLICABLE 1
� 1
2, LOCAL AND STATE STANDARDS. ALL WYE, LATERAL AND PROFILE STATIONS ARE 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. 121
3. WYES AND LATERALS TO BE 6 PIPE UNLESS STANDARDS FOR WORKER SAFETY. T `_
OTHERWISE SPECIFIED. 9. CONTRACTOR SHALL MINIMIZE DAMAGE TO CONTINUATION / /88
4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM EXISTING TREES. FOR CON U TION
OF FIVE FOOT LATERAL EXTENSION CONNECTED TO 10. FOR STATION AND OFFSETS OF STRUCTURES, SEE SEE SHEET S-10 FOR CONTINUATION
THE WYE. THE END OF THE LATERAL SHALL BE DEVELOPMENT PLAN.
PLUGGED OR CAPPED. SAN. MH. Z ' SEE SHEET S-10
5. LATERALS RUNNING TO THE OPPOSITE SIDE OF S-15
STREET SHALL EXTEND THRU THE UTILITY ESMT.
6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
SANITARY SEWER
T.C.-890.2
894 1 NEW GRADE EXISTING GRADE T.C.-887.9
T.C.-886.8
GRANULAR �, '---------------------------
885 BACKFILL N
18 RCP GRANULAR
Co
INV. -882.7± BACKFILL o
8" PVC (NW)
CONC. CRADLE
INV -880.35
INV. -883.28 (S)
_880 _ _
_._. _ - =8815 (S1W)
INV. -880.35 (NE) 8" PVC (SE)
INV. -880.25
8757> co mvi
U U U U U U V 1
870
865
860
g
-J,
251' OF 8" PVC 0 0.45%
cS
Z
Q
V)
A SANITARY
PLAN
e�-
T. C. - 890.5
8" PVC (NW)
INV. -882.33
8' PVC LSE}
INV. -882.23
I
U
SEWER
PROFILE
2
i
S-15
108
WYE & LAT.
1+17
SAN. SIH. 13 t
S-15
�'- = 1-800-382-8644 0
CALL TOLL FREE
1-800-428-6200 W
FOR CALLS OUTSIDE OF INDIANA
st�
110
LATERAL 7 ,
'-
'
�, r"trzu• � �. ger "
�UT OF MH. , �r
i
�w
v
w_
P
SAN. MH. 9 1 w ��
109 � � � L��� m
S-15 ��
WYE & LAT. � � A O
2+36 Z
cS U
3 4� i
S-15 S-15
ah Q
�` axFm>�
SCALE: 1 "= 50'
of
w
U
900 z
0
✓r t
r ^ k 4 a�� �� 0 o�
a ��� a
1 .•. ' :r_ ? s«S, *3m '.> .air k Vsr { 895 00 0
.y___._.�o
T.C.-891.9
r NEW GRADEIN
EXISTING GRADE cO x
Ln
�� a
0Z
890 0 N
m
zvo
i I ai
C:, 0 0 ,c
GRANULAR W o a, �'`
\ � BACKFILL N Q w
885 z W >
_
L .N V)
a rn
0 c
INV. -883.58 (SW) U Q- J
INV.. -882.33 (NE) _ 880 �
8 5
W
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s - O V)
• i�
ri �• M�t� � � � � 4 ..s � 8 • 0 OW
°Wm Z
865 o
G
277' OF 80 PVC 0 0.45%
,.
�1
ICL
_1
CL
cS
Z
Q
V)
A SANITARY
PLAN
e�-
T. C. - 890.5
8" PVC (NW)
INV. -882.33
8' PVC LSE}
INV. -882.23
I
U
SEWER
PROFILE
2
i
S-15
108
WYE & LAT.
1+17
SAN. SIH. 13 t
S-15
�'- = 1-800-382-8644 0
CALL TOLL FREE
1-800-428-6200 W
FOR CALLS OUTSIDE OF INDIANA
st�
110
LATERAL 7 ,
'-
'
�, r"trzu• � �. ger "
�UT OF MH. , �r
i
�w
v
w_
P
SAN. MH. 9 1 w ��
109 � � � L��� m
S-15 ��
WYE & LAT. � � A O
2+36 Z
cS U
3 4� i
S-15 S-15
ah Q
�` axFm>�
SCALE: 1 "= 50'
of
w
U
900 z
0
✓r t
r ^ k 4 a�� �� 0 o�
a ��� a
1 .•. ' :r_ ? s«S, *3m '.> .air k Vsr { 895 00 0
.y___._.�o
T.C.-891.9
r NEW GRADEIN
EXISTING GRADE cO x
Ln
�� a
0Z
890 0 N
m
zvo
i I ai
C:, 0 0 ,c
GRANULAR W o a, �'`
\ � BACKFILL N Q w
885 z W >
_
L .N V)
a rn
0 c
INV. -883.58 (SW) U Q- J
INV.. -882.33 (NE) _ 880 �
8 5
W
..._.,....�._....�..._..._.�.... _. - _ . _... _.._.... _. _.. .. -.. _.._ . .__ .. _.... _.._ Q
s - O V)
• i�
ri �• M�t� � � � � 4 ..s � 8 • 0 OW
°Wm Z
865 o
277' OF 80 PVC 0 0.45%
,.
ICL
_1
CL
„ ..
t.-�.�
860
NLL.J
W
LLJ
rn
r
Y
�
O Y
?-
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U
Qf
Q
CY`.r
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LL,
y wv
• l -A'
O 1/ /
W Qf
(y
tri
X Q
Ofm
F (!7
SHEET
HORZ.: 1"=50'
S-11
SCALE.
OF
VERT.: 1"=5'
16
FILE NAME: 8133SAN2.
k,
M R ; R ,
` " µ , Ff
;'' Yk
;Z.,�
` 9
`\
STR. F 06�
GENERAL NOTES:
5-15 BEEHIVE INLET'
P ,
°I 93 - °{
1.
ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
I �C;
97 96-
I 94\
J
FOR CONTINUATION So. R^
SEE SHEET S-13 a sTR. 105 � � .
s-1 5 CURB INLET /
6 STR. 03 gaL
,
S-� 5 STORM MANH"
P
II , k i
SANIT�RY SEWER
/CONCRETE CRADLE S 815 84
/STR, 104 8
CURB INLET S-15 \
85
6 STR. J102
n-
77 +
f
EXISTING
AS'BR00KE-SECTION 2
76
000
'��-- STR. 1101 Q-1:0
SLOPE WALL 1
r /
t I
I
EXISTING LAKE
NORMAL POOL ELEV.-879.00
lee
w•y
STORM SEWER PLANw:M1
". **"IM
900_
895
8(�0 T.C.-888.0 EXISTING GRADE
V77 NEW GRADE
- - T.C.-885.65
---- -- ---- - - - ------ - - T.C.-884.8 ---- --- - - - - -- T.C.-884.2 T.C.-884.9
885
24 RCP (W) GRANULAR N
_-----
810
865
860
d
U
W
w
to m
INV, -881.06 BACKFILL o \
INV. -884.60 (S)
NORM
L POOL
INV. -881.85 (N)-/ ELEV.A879.00
INV. -881.06 (S)
INV. -880.52 (S & N) 8" PVC INV. -879.71 (W & N)
INV. -880.41 (S & N) INV. -878.71
INV. -879.59 (SW & E) INV. -819.00 (NE)
CONC. CRADLE
>>i
t
C'41` ;� lV p s as V
•C d � � r` r� cD � a
U V U U U U U I CLI
�
C)
OIL-
Li N
O c/)
N
O Q
362' OF 12" RCP (CLASS 3) 0 0.76 186' OF 24" RCP (CLASS 2) 0 0.29% 167' OF 30' RCP CLASS 2) 0 0_42% _ 69' OF 30" RCP 92' OF 30" RCP
(CLASS 2) ® 0.18% (CLASS 2) 0 0.64%
8 + S 8 +
j N
O O
CO t LJ L J C
O- O J O i O O CJ
_ _ Z
A w w
m M Of w
tx CY Cc 1f o tr O IY o
L v F-- :0F- ::D F t- F - F- f- J
N M t) U U') U V/ Cn N (n t/') Cn
STORM SEW-., ROFILE
_HOLEY MOLEY SAYS,
1-800-382=5544 z O
CALL TOLL FREE 5
1-800-428-5200 w
FOR CALLS OUTSIDE OF INDIANA
�u
TOPOGRAPHY BY
LOBO AERIAL SURVEYS
COLUMBUS, IN
DATED 12-23-88
SCALE: 1 "=50'
_ENO
0
w
w
U
900 0
� N
o�
Fv
895 � a
o
L) 0, v
C14 x
)- Q
V) Q
O
CN
890i-Iz
00
oz vico
0 00
C'J O .�
�C14 q -
0Z ^ �
C
Q v 0
885
w z C
n U) to
0
- ° 0
U a_ _J
880
871 CD
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V) V)
O� -
Zr'i
870oco
U
+ � z
��. 865CD
OW
Z
860 J
I W
W M
C��Y C)
c) aU
F- CY-" w
�
M
aLLJ w0
O (n waf I --
W .<CO
-�---�-'--�---�-
SHEET
+
S
1-i 0 R Z.: 1 "-= 5 0' -12
SCALE:-- °F
VERT.: 1"=5' 16
FILE NAMF_ 8133STM1
I '
-15 STORK MANHOLE /
`\
GENERAL NOTES:
Swchmarks
NOTelevetlon for this formulated to coincide with topographic
1.
ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
/
datum used project was
mapping created from aerial photography This mapping was preparedby a consultant
TO THE PIPE INVERT.
using an incorrect elevation value for USCAO Benchmark T-78 Since this mapping
USCACS Benchmark T-78 has been destroyed Previous surveys have established that a
2.
ALL STATIONING IS TAKEN FROM THE NEAREST
R /
86
discrepancy existed between USCACS Benchmarb T-78 and S-78. The combination of
DOWNSTREAM STRUCTURE
these situations results in establishing an elevation datum based on an elevation value
1.12 feet greater than the published value for USCACS Benchmark S-78. The following
this
benchmarks are established on site with values adjusted for use with project only.
3.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY
7W 101
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
Top of railroad spike in centerline of Shelbourne Road approximately 1335 feet
CONSTRUCTION BEGINS.
of the centerline of 106th Street.
Elevation = 890.98
Elevation
4.
TEMPORARY TRAFFIC CONTROL DURING
1811 102
Top of boat spike in centerline of Shelbourne Road approximately 2600 feet south
CONSTRUCTION TO CONFORM TO APPLICABLE
of the centerline Of 106th Street.
LOCAL AND STATE STANDARDS.
\
Elevation = 885.42
PROPOSED LAKE ` ` •
MM Toa
P.K. In side of 1 foot up on the east side of Shelboume Road
5.
ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
•
NORMAL POOL ELEV.-883.00 t t • cn
Holl west power pole
approximately 2600 feet south of the centerline of 106th Street.
PERFORMED IN COMPLIANCE WITH APPLICABLE
1 1
Elevation = 886.54
O.S.H.A. STANDARDS FOR WORKER SAFETY.
MM 104
A cut square at the southeast comer of the concrete deck of a lift station on the
6.
CONTRACTOR SHALL MINIMIZE DAMAGE TO
south side of the subject site approximately 1600 feet west of the centerline of
EXISTING TREES.
1
Shelbourne Road.
i
Elevation _ W4.12
t
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'��-- STR. 1101 Q-1:0
SLOPE WALL 1
r /
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EXISTING LAKE
NORMAL POOL ELEV.-879.00
lee
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STORM SEWER PLANw:M1
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900_
895
8(�0 T.C.-888.0 EXISTING GRADE
V77 NEW GRADE
- - T.C.-885.65
---- -- ---- - - - ------ - - T.C.-884.8 ---- --- - - - - -- T.C.-884.2 T.C.-884.9
885
24 RCP (W) GRANULAR N
_-----
810
865
860
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INV. -884.60 (S)
NORM
L POOL
INV. -881.85 (N)-/ ELEV.A879.00
INV. -881.06 (S)
INV. -880.52 (S & N) 8" PVC INV. -879.71 (W & N)
INV. -880.41 (S & N) INV. -878.71
INV. -879.59 (SW & E) INV. -819.00 (NE)
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TOPOGRAPHY BY
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COLUMBUS, IN
DATED 12-23-88
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FILE NAMF_ 8133STM1
I '
Balahmalfics
NOM
The elevation datum used for this project was formulated to coincide with topographic
mapping created from aerial photography This mapping was preparsdby a consultant
using an incorrect elevation value for USCAGS Benchmark 7-78. Since this mapping
USChGS Benchmark f-78 has been destroyed Previous surveys have established that a
discrepancy existed between USCAGS Benchmarks T-78 and S-78 The combination of
these situations results in establishing an elevation datum based on an elevation value
1.12 feet greater than the published value for USCAGS Benchmark S-78 The following
benchmarks are established on site with values adjusted for use with this project only
MM 101
Top of railroad spike in centerline of Shelbourne Rood approximately 1335 feet
south of the centerline of 106th Street.
Elevation = 890.98
MM 102
Top of boat spike In centerllne of Shelbourne Road approximately 2600 feet south
of the centerllne of 106th Street.
Elevation = 885.42
MM 103
P.K. nail in west side of power pole t foot up on the east side of Shelbourne Road
approximately 2600 feet south of the centerline of 106th Street.
Elevation - 886.54
MM 104
A cut square at the southeast corner of the concrete deck of a lift station on the
south side of the subject site approximately 1600 feet west of the centerline of
Shelboume Road.
Elevation - 664.12
so
:•1
0
Le a
875
GENERAL NOTES:
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE
TO THE PIPE INVERT.
2. ALL STATIONING IS TAKEN FROM THE NEAREST
DOWNSTREAM STRUCTURE.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
4. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
a
C�.
STORM SEWER PLAN
- T,C.-889.2
EXISTING GRADE T.C.-886.9 NEW GRADE
- - - _ GRANULAR
- - -_- _- -_ - - -- ------- - - - -__ BACKFILL T.C.-885.46 T.C.-886.2 -
INV. -886.05 (S)
- - T.C.-884.8
12 RCP N
+ INV. -881.85
INV. -8 3.75 (N) 8" PVC
INV. -883.35 (SE) INV. -881.2±
ON CRADLE_--�_ W 3 24 RCP S
INV. -882.55 (NW) N Z INV. -881.50 (SE) INV. -881.06 (W) INV. -881.06
LO INV. -881.25 (E & NW)
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- - - _ GRANULAR
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INV. -886.05 (S)
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12 RCP N
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FOR CALLS OUTSIDE OF INDIANA
TOPOGRAPHY BY
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DATED 12-23-88
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TOPOGRAPHY BY
LOBO AERIAL SURVEYS
Y
COLUMBUS, IN W
U
DATED 12-23-88
Q
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VERT.: 1 516
FILE NAME: 8133STM2
D
108
�\
107
>t%pss \ \ STR. 0115
CURB INLET s-1
SANITARY SEWER
10 STR. 113 122 /
-15 SLOPE WALL / / \
STR. 114 �
\ / / CURB INLETs-15
90
go
410 tiA
•11
895
NEW GRADE T.C.-889.09
890 EXISTING GRADE
GRANULAR
BACKFILL
885 _
NORMAL POOL NORMAL POOL
ELEV.-883.0 INV. -885.40 (SW & NE) -INV.-885.47 (SW) ELEV.-883.0
INV. -883.00 (NE)
8" PVC
880 INV.. -.881.6±
875 I U U U
817 O CK, CD
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NOTE:
t\
LA
\ \
mapping created from aerial photography rho mapping 11ea preparedby a consultant
A
�^
W
C�
O
,-
these situations results in establishing an elevation datum bated on an ekntion value
A\\�112
1. ALL CUTS ARE TAKEN FROM
Y�''ti.
benchmarks aestablished on site with values adjusted for use with this project only.
re
O
U
GOO
STR. 1118 112
I S-15 CURB INLET
/ Q
n
UNDERW,
M
\
121
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e• \
NOTE:
t\
The elevation datum used for this project was formulated to coincide with topographic
\ \
mapping created from aerial photography rho mapping 11ea preparedby a consultant
A
�^
w;m�; �
C�
discrepancy ez&W between USC&GS Benchmarks T-78 and S-78. The combination of
,-
these situations results in establishing an elevation datum bated on an ekntion value
A\\�112
1. ALL CUTS ARE TAKEN FROM
Y�''ti.
benchmarks aestablished on site with values adjusted for use with this project only.
re
O
!
TO THE PIPE
Top of railroad spike In centerline of Shelbourne Rood approximately 1335 feet
to
2. ALL STATIONING IS TAKEN PROM
fpp'
(n
STRUCTURE.
t/)
Top of boot spike in centerline of Shelbourne Road approximateiy 2600 feet south
U')
of the centerline of 106th Street.
Elevation = 885.42
441
TBM 103
ws
y Mt q SSI^ y4 ed .X ffi K ws��
CONSTRUCTION BEGINS. 7 i A C z �S
4. TEMPORARY TRAFFIC CONTROL DURING =�a '3
40
CONSTRUCTION TO CONFORM TO APPLICABLE_
LOCAL AND STATE STANDARDS.Y��`�
�i�`.
yam. .yam
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE � ����;K� ��,�� � �, �� -;.". .,��
PERFORMED IN COMPUANCE WITH APPLICABLE
k i O.S.H.A. STANDARDS FOR WORKER SAFETY.
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO STR. #122 r7
7 STR17 \ / EXISTING TREES. CURB INLET S-15
S-15 CURB INLET \sX9� ell 108
STR. #119
SANITARY SEWER
CURB INLET S-15
10 STR. 16 120
-1 s SLOPE WALL / �
STR. 1120
/
UNDERW,
M
\
121
0- Lo
/
0_ LO
\
Senchmaft
e• \
NOTE:
t\
The elevation datum used for this project was formulated to coincide with topographic
\ \
mapping created from aerial photography rho mapping 11ea preparedby a consultant
A
�^
using an incorrect elevation value for b5r-&GS Benchmark T-78. Since this mapping
USC&'GS Benchmark T-78 has been destoyed. Previous surveys have established that e
C�
discrepancy ez&W between USC&GS Benchmarks T-78 and S-78. The combination of
,-
these situations results in establishing an elevation datum bated on an ekntion value
A\\�112
feet greeter than the published value for USCAGS Benchmark S-78. The following
`
benchmarks aestablished on site with values adjusted for use with this project only.
re
O
e-
TOM 101
Top of railroad spike In centerline of Shelbourne Rood approximately 1335 feet
to
south of the centerline of 106th Street.
Elevation = 890.98
(n
lEM 102
t/)
Top of boot spike in centerline of Shelbourne Road approximateiy 2600 feet south
U')
of the centerline of 106th Street.
Elevation = 885.42
441
TBM 103
P.K. nail in west side of power pole 1 foot up on the east side of Shelbourne Rood
approximately 2600 feet south of the centerline of 106th Street.
Elevation = 886.54
TEM 104
.''
A cut square at the southeast comer of the concrete deck of a IIft station on the
south side of the subject site approximately 1600 feet west of the centerline of
Shelbourne Road.
Elwmtfon - 884.12
STORM
EXISTING GRADE
NEW GRADE T.C.-890.28 T.C.-889.90
- -
_ - - C AN L
Lq
INV. -886.28 (SW & NE) INV. -886.49 (NW)
INV. -886.43 (SW & SE)
INV. -883.00 (NE) 8" PVC /
INV, -882.6±
I I I I
166' OF 15' RCP (CLASS 3) 0 1.98%
SEWER
NORMAL POOL
ELEV.-883.0
PLAN
STR. 121
S-15 CURB IN
s STR. 1125 \ y
S-1 5 CURB INLET �q 114
117 /
\ / SANITARY SEWER
113
ti 118 1dit
��,STR. 23 s
�o `\ k ` STORM MANHOLE s-15
F
e.
-
U
a
T.C.-889.1
T.C.-888.6 __---_
EXISTING GRADE
NEW GRADE
GRANULAR
BACKFILL
8" PVC 18" RCP (N)
INV. 884.3± INV. -883.20
INV. -883.92 (S)
INV. -882.40 (NE) INV. -882.99 (SW & N)
INV. -880.15 (S)-/
INV. -879.66 (N)
by i�
n`
U U
176' OF 36" RCP (CLASS 2) 0 0.28% 99' OF 30" RCP
STORM SEWER PROFILE
(CLASS 3) 0 0.59%
cv
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PLAN
STR. 121
S-15 CURB IN
s STR. 1125 \ y
S-1 5 CURB INLET �q 114
117 /
\ / SANITARY SEWER
113
ti 118 1dit
��,STR. 23 s
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F
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-
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T.C.-889.1
T.C.-888.6 __---_
EXISTING GRADE
NEW GRADE
GRANULAR
BACKFILL
8" PVC 18" RCP (N)
INV. 884.3± INV. -883.20
INV. -883.92 (S)
INV. -882.40 (NE) INV. -882.99 (SW & N)
INV. -880.15 (S)-/
INV. -879.66 (N)
by i�
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U U
176' OF 36" RCP (CLASS 2) 0 0.28% 99' OF 30" RCP
STORM SEWER PROFILE
(CLASS 3) 0 0.59%
cv
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PLAN
STR. 121
S-15 CURB IN
s STR. 1125 \ y
S-1 5 CURB INLET �q 114
117 /
\ / SANITARY SEWER
113
ti 118 1dit
��,STR. 23 s
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F
e.
-
U
a
T.C.-889.1
T.C.-888.6 __---_
EXISTING GRADE
NEW GRADE
GRANULAR
BACKFILL
8" PVC 18" RCP (N)
INV. 884.3± INV. -883.20
INV. -883.92 (S)
INV. -882.40 (NE) INV. -882.99 (SW & N)
INV. -880.15 (S)-/
INV. -879.66 (N)
by i�
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STORM SEWER PROFILE
(CLASS 3) 0 0.59%
cv
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r_
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150' OF 30" RCP CLASS 2) 0 0.62%
g
TOPOGRAPHY BY
LOBO AERIAL SURVEYS
COLUMBUS, IN
DATED 12-23-88
$ 4.
L a
SCALE: 1"=50'
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50' RIGHT OF WAY
wlll:q
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* 10'
*30' BACK TO BACK
10'
1' 4' 12'
* 5'
o
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2' 1
26 BACK( TO BACK 13'
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4' 1'
C N C.
7
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2' ROLL CURB
PROFILE GRADE
� 2' ROLL CURB
6'-0' BETWEEN
41
WALK
60
dL 1/4' PER FT.
<
60
SLOPE 1 4" PER FOOT MIN
SLOPE 1/4" PER FOOT MIN
1/4' PER FT
PERTAINS TO 30' STREET
EXTEND STONE 6'
TPIPE
BEYOND BACK OF CURB
1" #11 HAC SURFACE
UNDERDRAIN (TYP)
3" #8 HAC BINDER
SEE DETAIL
9" #53 COMPACTED STONE BASE
*PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
TYPICAL
STREET SECTION 13
4.5'
S-15
24'
t' UP
3' TOP SOIL =77
ii
o III—III ,•�
BACKFILL I—I O
o•o'ol•o°o °oo°oo°o•°•o•o°o
•o•°°o•o o"o•o°o,o°o.o°o•o' SUBGRADE AGGREGATE
m °oo�o.0 a�aso�;=a�osa�o=o�°' DEPTH VARIES
o 0 0 0 0 0 o O
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ol
NOTES:
Expansion joints ore required at Storm Inlets
Controctron joints should be installed at 10' spacings.
Spacing shall be 5' on curve radii.
Contraction joints shall be tooled in continuously poured
curbs to a depth of 1/2' min.
CONCRETE ROLL CURB alt GUTTER 14
NO SCALE $-15
EARTH OR SIDEWALK SURFACE
24'
CONC. CURB
\ D
/ j \ `\ ► � G P D P
9 Q
O o O - o 00 o 00 SUBGRADE
OSUBGRADE AGGREGATE
O°0 . O O O • 0 0• o DEPTH VARIES
O C O
O O
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0 a
0'.o'.o'.o
'
.' °°°
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a'.
#8 WASHED GRAVELo. o '
OR CUSS A' / ..`0 :°o ' °o -.10 '.
WASHED STONE o :°o '. '. oo '
° ° '.o
° o
o' -4- a' v
o , o
3'
MIN MIN d = PIPE DIAMETER
12' MIN.
18' MAX. MIN. 5' SUB SURFACE DRAIN
NOTES:
Installation of underdroin shall conform to section 718 of the Indiana Department Of Tranportation
Standard Specifications.
Underdroins shall not be installed until final grading and compaction is completed on subgrode.
Any contamination of underdrain bodd9l shall be removed prior to installation of aggregate base.
Underdrains shall not be installed until utilities located beneath the underdrains ore in place.
(I. e. watermoins, storm sewers, sanitary sewers, ect.)
PIPE UNDERDRAIN 1 s
NO SCALE 5-15
4'-0' MIN- I_1'_I
I
I I
PREPARED SUBGRADE R/W LINE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
48'-0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL- 1s
CONCRETE CURB
TAPERED DOWN TO
GRADE AT RAMP
6'-0'
6 a 6•t
MA
UMp �N
Q
4'-0"
MAINTAIN GUTTER
FLOW UNE THRU RAMP PLAN VIEW
2'—C.
MAX I" PER FT
PAVEMENT T ' 7 — — — — —
' • — — — — — —� 2' CONC. ROLL CURB
SECTION A—A
WHEELCHAIR RAMP DETAIL 15
S-15
NOTE STEEL FENCE POST
TEMPORARY EXTENSION ABOVE CAP R TAPE
GROUND TO BE REMOVED UPON
CONNCETIDN TO HOUSE
AL MEASUREMENTS TO BE F-3 —7
MEASURED FROM BACK OF CURB. I 18'
° a ► ♦ A
00 \ t
0 0
0 00 O'0
00
0'0 0'0 0
0 o REDUCING T
6' (MIN.)
0 0 '0 0 'o REQUIRED
SSD MAIN 0 ' 0 00
'o
+ MIN. SLOPE 0.30%
4
MIN 4' SSC
3' 3'
MIN. MIN.
12' MIN,
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS 17
S-15
N,' SCA«
GRADE �--�� BEEHIVE INLET
NEENAH TYPE CASTING
No. R-4342
T.C.
4" MIN
24" 1• S. RISER RING
a•
• '
• '• OPENING It.�.
I
B 1
I
f
STANDARD REINFORCED CONC. BASE
DIMENSIONS
(INCHES)
z
B
I.D.
z
o
Lu
fon
1 18
o
36
0
X,0!
Ji
25
Ww
48
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4
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38
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6'-0' BETWEEN
41
36
60
44
<
60
TRANSVERSE JOINTS
48'-0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL- 1s
CONCRETE CURB
TAPERED DOWN TO
GRADE AT RAMP
6'-0'
6 a 6•t
MA
UMp �N
Q
4'-0"
MAINTAIN GUTTER
FLOW UNE THRU RAMP PLAN VIEW
2'—C.
MAX I" PER FT
PAVEMENT T ' 7 — — — — —
' • — — — — — —� 2' CONC. ROLL CURB
SECTION A—A
WHEELCHAIR RAMP DETAIL 15
S-15
NOTE STEEL FENCE POST
TEMPORARY EXTENSION ABOVE CAP R TAPE
GROUND TO BE REMOVED UPON
CONNCETIDN TO HOUSE
AL MEASUREMENTS TO BE F-3 —7
MEASURED FROM BACK OF CURB. I 18'
° a ► ♦ A
00 \ t
0 0
0 00 O'0
00
0'0 0'0 0
0 o REDUCING T
6' (MIN.)
0 0 '0 0 'o REQUIRED
SSD MAIN 0 ' 0 00
'o
+ MIN. SLOPE 0.30%
4
MIN 4' SSC
3' 3'
MIN. MIN.
12' MIN,
TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS 17
S-15
N,' SCA«
GRADE �--�� BEEHIVE INLET
NEENAH TYPE CASTING
No. R-4342
T.C.
4" MIN
24" 1• S. RISER RING
a•
• '
• '• OPENING It.�.
I
B 1
I
f
STANDARD REINFORCED CONC. BASE
DIMENSIONS
(INCHES)
A
AMAX
B
I.D.
C
MIN
12
36
1 18
15
36
21
1
48
25
1
48
28
4
31
27
To=
34
30
60
38
33
60
41
36
60
44
42
60
BEEHIVE INLET DETAIL 9
S-15
6' 6'
PLAN
CONCRETE COLUR
Q�
CUT PIPE AT ANGLE
TO MATCH SLOPE
e••
_ NORMAL POOL
SECTO
SLOPE WALL DETAIL 10
S-15
8'-6"
6"
ELEV.=887.75
#4 REBARS
6" o.c. BOTH WAYS
' • NON -WOVEN FILTER FABRIC
ELEV.=884.,9
I
I
30" RCP CONTRACTOR TO GROUT
BOTTOM OF INLET TO A.: /
FORM SMOOTH FLOWLINE S. s
INV. = 883.92
SECTION
_SPECIAL INLET DETAIL 11
-- — S-15
M
\ ri
/
2500 psi CONCRETE.
BOTTOM OF TRENCH Penspeetive View—earth but dwo
�\ \
To be used when clear distance between pipes
\ is 18" or less, or where noted on the drawings.
CONCRETE CRADLE 5
S-15
(INCHES)
mmm
1'-6"
C
MIN
I II
It
II
II
I
I
1
_1
1
48
2148
—25-.-
4
To=
34
s
50
6"
ELEV.=887.75
#4 REBARS
6" o.c. BOTH WAYS
' • NON -WOVEN FILTER FABRIC
ELEV.=884.,9
I
I
30" RCP CONTRACTOR TO GROUT
BOTTOM OF INLET TO A.: /
FORM SMOOTH FLOWLINE S. s
INV. = 883.92
SECTION
_SPECIAL INLET DETAIL 11
-- — S-15
M
\ ri
/
2500 psi CONCRETE.
BOTTOM OF TRENCH Penspeetive View—earth but dwo
�\ \
To be used when clear distance between pipes
\ is 18" or less, or where noted on the drawings.
CONCRETE CRADLE 5
S-15
E`vryi�u�l. .
DETAIL
NEW
STORM MANHOLE D
GRADE
TOLE
E CASTING
ROLL CURB & GUT
NEENAH TYPE CAS
NO. R -3501—N
r ASPHALT
I. I
' NEENAH R-1642 W/SELF
SEALING LID (DR EQUAL) '1, Ilir
r FINISH GRADEe
1
p u r
:'h"x�' yrs
x 2'-0' DIA. PRECAST CONC , .q•, xs fir: a ;u•
• � � � N Q RINGS
"r
,st ..c raw `•* BT ..
a �
TAPERED CON£„..
SECTIONWK
�X Y'k A�Fz�� �, 0 N N
w z
F�x
0 Z5 A N
” Y ;t 4€ �ti.ap�a 1
LJ
o N
NUJ
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N
<nF- 1
� 1
N 1
BUM RUBBER COATING,///0
OATING MANHOLE STEPS 1 1
AS PER SPECIFICATION
4'-0" DIA.
FILL WITH
CONCRETE PLAN
CAST IN PLACE •
b
OR PRECAST • '14 O 12" EA. WAY
Co
a ° O.° O.° O•u o ° O° 0 o O.° O•o =L "I�.s� �'•rlA -
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'°°.°•o•o•o•o'o•o•o•°•°•o•o•o•o•o•o•0 6' MIN. STONE REQUIRED
•o.o°o. •o•0°0.0.0.0"0 °o •o °o -
UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
6'-0' DIA. FOR CAST IN PLACE
4'-0 MIN, MANHOLE BASE FOR PRECAST
SECTION A—A
00
00
ROLL CURB & GUTTER
GRADE NEENAH TYPE CASTING
T. C. NO. R -3501—N
ASPHALT
• ." 24' t
+' • • ', OPENING �.'..
a � I
STANDARD REINFORCED CONC. BASE
- TOP OF CURB GRADE VARIES GRADE �<.d
(NEW OR EXISTING) (NEW OR EXISTING) -
i aPE !Ell Ir-TI�.I 1
I A u
�7=T-11
11f— I— - I
TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB II .IIIII'III
(BETWEEN STORM STRUCTURES & CURB)
PAVEMENT- TRANSVERSE CONTRACTION JOINTS 1 t'
' AX SPACING TYPICAL SWALE SECTION 12�r
DIMENSIONS
(INCHES)
mmm
B
C
MIN
1
36
is
1
_1
1
48
2148
—25-.-
4
To=
34
s
50
38
33
;
_
00�
60
44
mm
60
E`vryi�u�l. .
DETAIL
NEW
STORM MANHOLE D
GRADE
TOLE
E CASTING
ROLL CURB & GUT
NEENAH TYPE CAS
NO. R -3501—N
r ASPHALT
I. I
' NEENAH R-1642 W/SELF
SEALING LID (DR EQUAL) '1, Ilir
r FINISH GRADEe
1
p u r
:'h"x�' yrs
x 2'-0' DIA. PRECAST CONC , .q•, xs fir: a ;u•
• � � � N Q RINGS
"r
,st ..c raw `•* BT ..
a �
TAPERED CON£„..
SECTIONWK
�X Y'k A�Fz�� �, 0 N N
w z
F�x
0 Z5 A N
” Y ;t 4€ �ti.ap�a 1
LJ
o N
NUJ
<4yw �
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<nF- 1
� 1
N 1
BUM RUBBER COATING,///0
OATING MANHOLE STEPS 1 1
AS PER SPECIFICATION
4'-0" DIA.
FILL WITH
CONCRETE PLAN
CAST IN PLACE •
b
OR PRECAST • '14 O 12" EA. WAY
Co
a ° O.° O.° O•u o ° O° 0 o O.° O•o =L "I�.s� �'•rlA -
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'°°.°•o•o•o•o'o•o•o•°•°•o•o•o•o•o•o•0 6' MIN. STONE REQUIRED
•o.o°o. •o•0°0.0.0.0"0 °o •o °o -
UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
6'-0' DIA. FOR CAST IN PLACE
4'-0 MIN, MANHOLE BASE FOR PRECAST
SECTION A—A
00
00
ROLL CURB & GUTTER
GRADE NEENAH TYPE CASTING
T. C. NO. R -3501—N
ASPHALT
• ." 24' t
+' • • ', OPENING �.'..
a � I
STANDARD REINFORCED CONC. BASE
- TOP OF CURB GRADE VARIES GRADE �<.d
(NEW OR EXISTING) (NEW OR EXISTING) -
i aPE !Ell Ir-TI�.I 1
I A u
�7=T-11
11f— I— - I
TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB II .IIIII'III
(BETWEEN STORM STRUCTURES & CURB)
PAVEMENT- TRANSVERSE CONTRACTION JOINTS 1 t'
' AX SPACING TYPICAL SWALE SECTION 12�r
DIMENSIONS
(INCHES)
A
(MAX)1.D.
B
C
MIN
1
36
is
1
_1
1
48
2148
—25-.-
4
60
34
50
38
33
60
41
36
60
44
42
60
(10 M )
DETAIL 19 5-15 SPECIAL ROLL CURB INLET s
CURB JOINT S 15
*TRANSVERSE CONTRACTION JOINTS S-15
MAX. 5' SPACING WITHIN RADIUS
OF INTERSECTIONS AND ENTRANCES.
SANITARY MANHOLE DETAIL 1
S-15
?IPE SIZE I A 1 0 k
§': t&
UP TO33 1 D+16 D
36' AND GREATER I D + 24' 1 D
T:1N, 1 L
•— 2 1
COMPACTED #8
STONE
SEWER AS
PER PLAN
N
J 2
_�
D/4 OR 6" MIN. �� h
ma
SANITARY SEWER TRENCH DETAIL
NORMAL GRADE
1/4' PER FOOT
MIN. -1/8' PER FOOT
ISOMETRIC PLAN
SEE WYE & LATERAL
CAPPING DETAIL
USE 6' SEWER PIPE MIN
UNLESS OTHERWISE
SPECIFIED_ __ MAIN
SEWER
APPROX. 90'
LONG RADIUS
SECTION A -A_
DIAMETER AS SPECIFIED
ON PLAN OR SCHEDULE
PLAN VIEW h �Y
CONNECTION TO MAIN SEWER 3
S-15
.n
a
COVER & SEAL {r 1Q* a r+
_.
fi
• BELL HOLES SHALL BE PROVIDED I I
AND THE TRENCH PREPARED SO
s e.
THAT THE BOTTOM IS PROPERLY I I USE 6' SEWER PIPE UNLESS
SUPPORTED THROUGHOUT ITS
OTHLRWISE SPECIFIED
LENGTH.
£yob
APPRCX 90', jtk"
LONG RADIUS CURVE '�'3 2ql
1 k
_ DIAMETER Af
---Ir �SPECIFIED
---------- ----- — ---- � ON PLANS.',
•SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
WYE & LATERAL CAPPING DETAIL 4
S-15
0
W
f]C
W
0
1111 IIIIII�,1111,1 III
` A
M
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,�'�- � , k
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1-3
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� � ,
EARTHWORK
1. SCOPE OF WORK
A. Extent: The work required under this section
consists of all excavating, filling, rough grading
and related items necessary to complete the work
indicated on the drawings and described in the
specifications. The Contractor shall notify in
writing the owners and the Engineer of any changes,
errors, or omissions found on the plans or in
the field, before work is started or resumed.
1. In general, the items of work to be
performed under this section shall include:
clearing and grubbing, removal of trees and
stumps (where required), protection of trees
to remain, stripping and storage of topsoil,
fill compaction and rough grading of entire
site.
2. Excavated material that is suitable may be
used for fills. All unsuitable material and
all surplus excavated material not required
shall be removed from the site. The
location of dump and length of haul shall be
the Contractor's responsibility.
3. Provide and place any additional fill
material from off the site as may be
necessary to produce the grades required.
Fill obtained from off site shall be of kind
and quality as specified for fills herein
and the source approved by the Owner.
4. The Contractor shall accept the site as he
finds it and shall remove all trash, rubbish
and debris from the site prior to starting
excavation.
B. Work not included: The following items of
related work are specified and included in other
sections of these specifications:
1. Excavation, grading and backfilling for
utility lines
2. Storm drainage systems
3. Sanitary sewer systems
4. Streets and paving
5. Water supply system
2. BENCH MARKS
Maintain carefully all bench marks, monuments and other
reference points; if disturbed or destroyed, contractor
shall contact engineer.
3. REMOVAL OF TREES
A. Remove all trees and stumps from area to be
occupied by road and surfaced areas. Removal of
trees outside these areas shall only be done as
noted on drawings or approved by the Owner.
B. All brush, stumps, wood and other refuse from the
trees shall be buried onsite or removed to disposal areas
off of the site. Disposal by burning shall not
be permitted unless proper permits are obtained
(where applicable). The location of on site bury
pits shall be designated by the owner or the
Engineer.
4. PROTECTION OF TREES
A. General Protection: The Contractor shall be
responsible for the protection of tops, trunks
and roots of existing trees on the project site
that are to remain. Existing trees subject to
construction damage shall be boxed, fenced or
otherwise protected before any work is started;
do not stockpile within branch spread. Remove
interfering branches without injury to trunks and
cover scars with tree paint.
5. HANDLING OF TOPSOIL
A. Remove all organic material from the areas to be
occupied by buildings, roads, walks and parking
areas. Pile and store topsoil at a location
where it will not interfere with construction
operations. Topsoil shall be reasonably free
from subsoil, debris, weeds, gross, stones, ect.
B. After completion of site grading and subsurface
utility installation, top soil shall be replaced
in areas designated on the erosion control plan
for seeding and/or sodding. Any remaining top
soil shall be used for finished grading around
structures and landscaping areas.
6. DISPOSITION OF UTILITIES:
A. Rules and regulations governing the respective
utilities shall be observed in executing all work
under this section.
B. If active utilities are encountered but not shown
on the drawings, the Engineer shall be advised
before work is continued.
C. Inactive and abandoned utilities encountered in
excavating and grading operations shall be
reported to the Engineer. They shall be removed,
plugged or capped as directed by the Utility
Company and the Engineer.
D. It shall be the responsibility of each contractor
to verify ail existing utilties and conditions
work. I shall
i t
pertaining to his phase of the
also be the contractors responsibility to contact
the owners of the various utilities before work
is started.
7. SITE GRADING:AW
'�
,i,'�
A. Grades: Contractor shall perform all cutting,
filling, compacting of fills and rough grading
required to bring entire project area to grade as
shown on the drawings.
B. Rough Grading: the tolerance for paved areas
shall not exceed 0.10 feet plus or minus above
the established subgrade. All other areas shall
not exceed 0.10 feet plus or minus the
established grade. All banks and other breaks in
grade shall be rounded at top and bottom. 1.11
C. Compaction Requirements:
1. All building pad areas shall be compacted to
standards specified by local and/or state
building codes.
, i A
2. For compaction requirements of paved areas,'
see street specifications.
:k
8. Earth Work Balance
The Contractor shall confirm all earthwork quantities =
prior to start of construction. If an excess or
shortage of earth is encountered, the Contractor shall
confirm with the Owner and Engineer the requirements
for stockpiling, removal or importing of earth.
Minor adjustments to the grades may be required to
earthwork balances when minor excess material or
shortages are encountered. It is recognized by the
parties hereto that the calculations of the Engineer
in determining earthwork quantities shall be ac-
complished in accordance with the American Society of
Civil Engineers Standards for such calculations.
Further, that these calculations are subject to the
interpretations of soil borings as the physical limits
of the various soil types, also the allowable variation
in finish grade and compaction permitted the contractor,
and that all of these parameters may cause either an
excess or shortage of actual earthwork materials to
complete the project. If such an actual minor excess or
shortage of materials occurs, the contractor shall
contact the engineer to determine if adjustment can be
made to correct the imbalance of earth.
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
1. Standard specifications of the Clay Waste District and
Indiana Department of Highways shall apply for all work
and materials. Pipe shall be installed in accordance
with Section 715.
2. Sanitary sewer pipe shall be PVC in accordance with ASTM
D-3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have
grooved bell and gasket. The pipe shall be made of PVC
plastic having a cell classification of 12454B.
3. PVC sewer fittings shall conform to the requirements of
ASTM D-3034-89 specification. Fittings in sizes through
8" shall be molded in one piece with elastomeric joints
and minimum socket depths as specified in sections 6.2 and
7.3.2. Fittings 10" and larger shall be molded or
fabricated in accordance with section 7.11 with manufacturers
standard pipe bells and gaskets. Wall thickness of
fittings shall be SDR 26 as defined in section 7.4.1 of the
specifications. Gaskets for elastomeric joints shall be
molded with a minimum cross-sectional area of 0.20 square
inches and conform to ASTM F-477 specification. Fittings
shall be manufactured by Horco or equal.
4. All sanitary manholes shall be "precast concrete" manholes
in accordance with ASTM C?478 and Section 710. 0 -Rings
shall conform to C-443. Kent Seal or equivalent shall also
be applied to all joints and between riser rings and castings.
Manhole step spacing shall be no more than 16 inches.
5. Butyl rubber coating shall be applied around each manhole
joint from 6 inches above to 6 inches below each joint. The
appropriate primer shall be applied prior to applying the
rubber coating. Inside joints to be filled with precoat
plug material.
6. The casting elevations are set by plan. However, the
castings are to be adjusted in the field by the Engineer's
representative, should a discrepancy occur between plan grade
and existing grade. New manhole ring and cover shall be
installed to establish grade. Maximum height of adjusting
rings shall be 12 inches.
7. Backfill around all structures and all cuts under paved areas
with granular material. Trenches opening within 5 feet of
paved roadways shall be backfilled with granular material in
accordance with Section 211. Backfill under sidewalks shall
be granular, unless the walks are constructed a minimum of 6
months after backfill has been in place.
8. The Contractor shall be responsible for verifying that all
state highways, city and county permits have been obtained
by the developer prior to start of construction.
9. The Contractor shall be required to furnish the developer's
Engineer with a set of prints, marked in red pencil, showing
actual sewer location and invert, to include lateral location,
depth and length. Such "as -built" prints must be received by
the Engineer before the final contract payment can be
authorized. The sanitary sewer laterals and stubs termination
shall be indicated on the surface with a metal fence post set
immediately above said termination point.
10. All sanitary sewer lines upon completion will be required to
pass an infiltration weir test and a low pressure air test,
unless otherwise directed by the Engineer. Said test shall
be conducted according to NCPI Standard Method, and shall be
witnessed by an Engineer and a representative of the Clay
Waste District.
11. Deflection tests shall be performed on all flexible* pipe
after the final backfill has been in-place at least 30 days.
No pipe shall exceed a vertical deflection of 5 percent
deflection test results. (*The following are considered
non -flexible pipes: concrete pipe, ductile iron pipe and
cast iron pipe). The deflection test shall be performed
with a nine point mandrel. Proving rings shall be available.
12. All mandrel testing shall be observed by a Professional
Engineer for certification and a representative of the
Clay Waste District.
13. The ends of laterals are to be plugged tight with a braced
plastic disc or cap capable of withstanding a low pressure
air test without leakage.
14. Bedding for flexible pipe shall be No. 8 crushed stone
from 6 inches below the pipe to 12 inches above the pipe.
Bedding for rigid pipe shall be No. 8 crushed stone from
6 inches below the pipe to the spring line of the pipe and
from this point to 12 inches above shall be fill sand or
equivalent. Manholes shall be placed on no less than 6 inches
of No. 8 crushed stone bedding.
5. Water and sewer line crossings and separations shall be in
accordance with Ten States' Standards.
i. Trench shall be opened sufficiently ahead of pipe laying
to reveal obstructions, and shall be property protected
and/or barricaded when left unattended.
17. No water shall be permitted to flow into the sanitary
sewer system during construction. Contractor shall utilize
a pump to keep the water level below the pipe. Pump
discharge shall be directed to a storm outlet. Any pipe
entering existing sewers shall be plugged, until such time
as all tests on the sewers have been completed and the lines
have passed all punch lists.
18. All sewer laterals installed by the mainline Contractor
shall be bedded the some as the main line sewer.
19. Forty-eight (48) hours notice shall be given to the Clay
Regional Waste District prior to the start of sewer construction.
Also, 48 hours notice shall be given prior to any testing
done on the sewer.
2.0. Manhole castings shall be stamped •SANITARY SEWER' (Neenah
Casting R 1642 or equal) and be self?sealing type. Waterproof
castings shall be Neenah R -1916-F1 and stomped "Sanitary Sewer".
21. The minimum slope for sewer acceptance by the Clay Township
Regional Waste District are:
Size of Pipe Minimum Constructed Slope
8 inch 0.40%
10 inch 0.28%
12 inch 0.22%
15 inch 0.15%
18 inch 0.12%
22. The Contractor shall provide measurements of the slope
of the sewer for each manhole section os construction
progresses. Such measurements shall be certified by a
Registered Land Surveyor or Engineer and be available
on --site for observation by the District's Inspector. No
more than three manhole sections can be constructed in
advance of such measurement.
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STORM SEWER SYSTEMS STREETS ` ., "` , ^ �,?z�`""" � � � ', i', �1 ,:
..I 11
�.+ i, _., is'! &^ :.:;i 5 :�,$ S°' '7 .,Y i 4 '�tiT' 1 #t. i+ht` rY
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1. SCOPE OF WORK r � �' ,, 5" J �` -
r
The work under this section includes all storm sewers, 1. SCOPE OF WORK •° 1; 3�
storm water Inlets, and related items, including
excavating and backfilling, necessary to complete the The work required under this section includes all
work shown on the drawings. concrete and bituminous paving and related items
necessary to complete the work indicated on drawings AI'l
2. MATERIALS and described in the specifications, including but not '' �"K." N.
1* ,�
limited to: «��.: f " '� ,l '',
A. Storm Sewers "" r ,'
All streets, parking areas in contract limits ~1 �� � r
1. Reinforced concrete sewer pipe shall confirm Curbs and guttersI'll 1I
to ASTM C-76 latest revision, with ruts Sidewalks and concrete slabs, exterior Ste s k " ' _ y `
conforming to ASTM C-443 latest revision. *: 4 p *�'''�.
When storm pipe is submerged 2. MATERIALS ,
B. Manholes A. Concrete - Concrete shall be ready -mixed concrete
and shall be a mix of proportioned fine and
1. Precast reinforced concrete manhole sections coarse aggregates with Portland cement and water.
and steps shall conform to ASTM C-478 latest Minimum cement content shall be 6 bags per cubic
revision. yard of concrete and maximum water content shall
be 5.5 U.S. gallons per sack of cement, including
2. Casting shall be of uniform quality, free moisture in the aggregate. Slump for normal
from blow holes, porosity, hard spots, weight concrete shall be a maximum of 4 inches
shrinkage distortion or other defects. They and a minimum of 2 inches. the slump of machine
shall be smooth and well cleaned by shot placed concrete shall be no less than 1-1/4
-blasting or by some other approved method. inches nor more than 3 inches. Standard test
They shall be coated with asphalt paint ASTM C-143 shall be used to measure slump.
which shall result in a smooth coating, Compressive strength of concrete at 28 days shall
tough and tenacious when cold, not tacky or be 4000 psi. All exterior concrete shall have
brittle. They shall be gray iron meeting air entrainment of 5% to 8% by volume per ASTM C
ASTM A-48 latest revision. -260. Retempering of delivered concrete will not
be allowed. Concrete shall be composed of:
3. Joints - Manhole sections shall be jointed
with rubber type gaskets. The rubber type 1. Portland cement - Conforming to ASTM C-150,
gaskets shall meet ASTM C-443 latest Type IA or Type IIIA.
revision. When manhole and storm pipe are
continuously in water. 2. Aggregates: Conforming to ASTM C-33
C. SUBDRAINS 3. Water - Shall be clear and free from
injurious amounts of oils, acids, alkalies,
1. Perforated plastic pipe subdrains shall organic materials or other deleterious,
conform to ASTM F-405. substances. ,
3. APPLICATION B. Welded Steel Wire Fabric - Where required for � ' r .4 ��.'
11
.g
concrete reinforcement shall conform to ASTM A185_�`
A. Permits and Codes - The intent of this section of ' ���X�
I iFiller- II of non
the specifications is that the contractor's bid on C. Premou ded Joint Sha be
the work covered herein shall be based upon the -extruding type meeting ASTM D-544 except that '� f
11
drawings and specifications but that the work premoulded joint filler used in concrete walk
shall comply with all applicable codes and construction may be either non -extruding or �",`� . �_
4
regulations as amended by any waivers. Contractor resilient. '' ° ",
shall furnish all bonds necessary to get permitslAw
Avow' � " s � ��, y� ,a3 f'.''
for cuts and connections to existing sewers. D. Bituminous Pavement Materials All materials 0 •4.k1. �"Ill 1,
proposed for the construction of bituminous " �;;
a � `� ~
B. Local Standards - the term "Local Standards" as pavements shall comply with the Indiana Department
used herein means the standards of design and of Transportation specifications, per latest I'll; w , � -, "1:w
construction of the respective municipal revision. � _
department or utility company. � , "� �
E. Compacted Aggregate Subbase. Shall be crushe �, � >� fes;
C. Existing Improvements - Maintain in operating stone or gravel. Crushed gravel shall be a . ' r
condition all active utilities, sewers and other minimum of 35% crushed material. Chert shall be
drains encountered in the sewer installation. limited to a maximum of 8% of the total. Material
ls
Repair to the satisfaction of the owner any damage shall be free from an excess of flat, elongated,
to existing active improvements. thinly laminated, soft or disintegrated pieces;
and shall be free from fragments coated with dirt.
D. Workmanship - To conform to all local, state and Compacted aggregate shall be graded as follows: 11 It 11
national codes and to be approved by all local and -
state agencies having jurisdiction. SIEVE SIZE % PASSING <j
T_3nching - Lay all pipe in open trenches, except 1-1/2" 100 `' 1:4
ien the local authority gives written permission 1" 80-100 `;
r tunneling. Open the trench sufficient ahead 3/4" 70-90
pipelaying to reveal any obstructions. The 1/2" 55-80 �
dth of the trench shall be the inside pipe #4 35-60 _ I-
ameter plus 24 inches for 12 inches above the #8 25-5011
11
pe. Sheet and brace trench as necessary to #30 12-30
otect workmen and adjacent structures. All #200 5-10 e .
enching to comply with Occupational Safety and t `'
11
:alth Administration Standards. Keep trenches 3. APPLICATION
ee from water while construction is in progress.
ider no circumstances lay pipe or appurtenances A. Grading - Do any necessary grading in addition to
standing water. Conduct the discharge from that performed in accordance with Earthwork
ench dewatering to drains or natural drainage Section, to bring subgrades, after final
iannels. compaction, to the required grades and sections
for site improvement.- 1
eciol Supports - Whenever in the opinion of the
igineer the soil at or below the pipe grade is B. Preparation of Subgrade Remove spongy and
)suitable for supporting sewers and appurtenances otherwise unsuitable material and replace with
specified in this section, such special support, stable material. No traffic will be allowed on
in addition to those shown or specified, shall be prepared subgrade prior to paving.
provided as the Engineer may direct, and the
contract will be adjusted. C. Compaction of Subgrade - The first 6 inches below
" the subgrade shall be compacted to at least 100%
.!IBackfilling - for a depth of at least 12 inches of the maximum dry density as determined by the
above the top of the pipe, backfill with earth or provisions of AASHO T-99. Water shall be
: granular material free from large stones, rock prevented from standing on the compacted subgrad
fragments, roots or sod. Tamp this backfill
thoroughly, taking care not to disturb the pipe. D. Utility Structures - Check for correct elevation
For the remaining trench depth, backfill with of all manhole covers, valve boxes and similar
earth or granular material containing stones or structures located within areas to be paved, and
rocks not larger than 4 inches. Backfill under make, or have made, any necessary adjustments in
and within 5' of walks, parking areas, driveways such structures.
and street shall be granular material only -
thoroughly compacted by approved methods. E. Placing Concrete
r
a..
H. Manhole Inverts - Construct manhole flow channels 1. Subgrade - Place concrete only on a moist,
of concrete sewer pipe or brick, smoothly finished compacted subgrade or base free from loose1. '
and of semi -circular section conforming to the material. Place no concrete on a muddy or
inside diameter of the connecting sewers. Make frozen subgrade. r1'
changes in size or grade gradually and changes in ,1
direction by true curves. Provide such channels 2. Forms - All forms shall be free from warp,
for all connecting sewers at each manhole. tight enough to prevent leakage and
substantial enough to maintain their shape
I. Subdrains - All subdrains shall be of the size and position without springing or settling, I
shown on the plans and shall be constructed to the when concrete is placed. Forms shall be
grades shown. All drains constructed off-site as clean and smooth immediately before 1
part of the outlet drain will be located as shown. concreting. a_ -
J. Utilities - It shall be the responsibility of each 3. Placing Concrete - Concrete shall be
contractor to verify all existing utilities and deposited so as to require as little
conditions pertaining to his phase of the work. rehandling as practicable. When concrete is
It shall also be the contractors responsibility to to be placed at an atmospheric temperature of
contact the owners of the various utilities before 35 degrees F. or less, paragraph 702.10 of
work is started. The contractor shall notify in the Indiana Department of Transportation
writing the owners or the engineer of any changes, Specifications latest revision shall be
errors or omissions found on these plans or in the followed.
field before work is started or resumed.
F. Concrete Curb
K. Contractor to grout joints inside storm
structures where pipes enter or exit 1. Expansion Joints - Shall be 1/2 inch thick
and between structure and casting. pre noulded between storm structures & curb.
2. Controction/Control Joints - Unless otherwise
provided, contraction joints shall be sawed
or scored joints spaced 10 feet on center, except for
intersection radii where joints shall be placed 5' o.c.
3. Finish - Tamp and screed concrete as soon as
pluced, and fill any honey combed places.
Finish square corners to 1/4" radius and
. -1 other corners to rodii shown.
. -.
G, Concrete Walks and Exterior Steps #1.
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s
'
A µ• ,:. Slopes - Provide 1/4 inch per foot cross F ,^
Make e. slo
„' adjustments in slopes at walk
• ,' P,
intersections as necessary to provide proper -
s drainage. I11
.
I Dimensions - Walks and steps shall be one
r= Y ria`„ course construction and of widths and details r ",* .'
' shown on the drawings. I , ,
,r. V
�z 3. Finish - Screed concrete and trowel with a a;
;4i steel trowel to a hard dense surface after y {E, #"
;�,A, surface water has disappeared. Apply medium
e , , broom finish and scribe control joints at 5 +eta
L41w, foot spacing. Provide 1 /2" expansion joints a ;=.y ;
where sidewalks intersect, and at a maximum
V 11,.I
spacing of 48 feet between expansion joints. *
H. Curing Concrete -Except as otherwise specified, , 1i `$
cure all concrete by one of the methods described 4
in Section 501.17 of the Indiana Department of ,,,
Transportation Specifications, latest revision. ,
...' f t
I. Bituminous Pavement - Hot asphalt concrete
pavement shall be as specified in Section 403 of
the Indiana Department of Transportation
Specifications latest revisions. Paving will not `' )
be permitted during unfavorable weather or when
the temperature is 40 degrees F. and falling. t
J. Compacted Aggregate Subbase - the thickness shown ,
on the drawings is the minimum thickness of the �"
fully compacted subbase. Compaction shall be `:
accomplished by rolling with a smooth wheeled
roller weighing 8 to 10 tons. Compact to 90%
compaction using Standard Testing Procedures.
Along curbs, headers and walls and at all placed
not accessible to the roller, the aggregate' ' .
material shall be tamped with mechanical tampers rev
or with approved hand tampers.
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WATER MAINS:
} A. Water mains are designed and installed by The Indianapolis
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23. In the event the Contractor does not meet the minimum J .'' '
slopes, the sewer section and any other affected sewer "
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sections shall be reconstructed to meet such minimum slopes.
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