C12 Construction Details (2)
SHEET: 1 OF 1
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
LOCATION: TWP: SEC: CO:
G.C.F.
12/7/2017 DATE:
STOUT HER ITAG PARKWAY E
FILE:
REFERENCE: TOWN OF PLAINFIELD STANDARDS, HAVING AN ISSUANCE DATE OF 04/18/2017 ARE HEREBY INCORPORATED AS A PART OF THESE CONSTRUCTION PLANS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS OCCUR WITHIN THESE PLANS, THE TOWN'S PROVISIONS SHALL PREVAIL.
DRAWN:
S.E. COR S.W 1 . , SEC. 25, T-15 4 -N, R-1-E BRASS PIN FO UND
752
S88° 44' 23"W 115.42' S ALL DS ISTURBED IM S PERVIOUS A NOT RECEIVI REAS NG CONTROL MEA OTHER SEDIMENT SURES SHALL BE PERMANENT SEEDED 10' BUILDING SETBACK LIN E
S
S
P. S.
WALK 5' CONCRETE
EASEMENT
PROPOSED
PEDESTRIAN
749
750
EXISTING W
2652.12' S00° 55' 17"E
ATER SERVIC
E MAIN
8 74
93.07' N00°55'17"W 133.22'
STORM SEWER PIPE
CITIZENS ENERGY GROUP ATTN: MR. DALE KOCH 2150 MARTIN LUTHER KING, JR. STREET INDIANAPOLIS IN 46202
Curve Table Curve # Length Radius Delta
AT&T ATTN: MR. MICHAEL CARTER 240 NORTH MERIDIAN STREET INDIANAPOLIS, IN 46204 VECTREN ENERGY SUPPLY ATTN: MR. GERRY JONES 1630 NORTH MERIDIAN STREET INDIANAPOLIS, IN 46202 TOWN OF PLAINFIELD SEWER DISTRICT ATTN: MR. TIMOTHY BELCHER, P.E. 206 WEST MAIN STREET PLAINFIELD, IN 46168 PLAINFIELD WATER DEPARTMENT ATTN: MR. JASON CASTETTER, SUPERINTENDENT C/O MS. SHANNON SWAN 988 SOUTH CENTER STREET PLAINFIELD, IN 46168
2
745 13.00'
5 10 SPACES
P. S.
S.
SANITARY S
C1
7.85
5.00
90.00
N39° 04' 22"E
7.07
C2
7.85
5.00
90.00
N50° 55' 38"W
7.07
C4
12.60
54.00
13.37
S77° 23' 14"W
12.57
C5
20.80
11.00
108.33
N55° 08' 09"W
17.83
C6
7.85
5.00
90.00
S50° 55' 38"E
7.07
C7
11.78
7.50
90.00
N39° 04' 22"E
10.61
C8
7.85
5.00
90.00
N50° 55' 38"W
7.07
C9
7.85
5.00
90.00
N39° 04' 22"E
7.07
C10
7.85
5.00
90.00
S50° 55' 38"E
7.07
C11
38.32
30.00
73.18
S47° 29' 01"W
35.76
C12
7.85
5.00
90.00
S39° 04' 22"W
7.07
C13
12.57
8.00
90.00
S50° 55' 38"E
11.31
C14
9.80
42.00
13.37
N77° 23' 14"E
9.78
C15
4.84
23.00
12.06
N76° 44' 00"E
4.83
STR. NO. 2 T.C. = 747.28 W. INV. = 742.15 E. INV. = 742.40 BASKET CURB INLET PROTECTION (STANDARD DETAIL DS-E01)
"x
- 24
N84° 04' 22"E 146.98'
W S.E. COR N.W. 41, SEC. 36, T-15-N, R-1-E HENDRICKS COUNTY DISK
SS
ZONED OD (OFFICE DISTRICT)
DALE T. KRUSE P.E. No. PE10100197 STATE OF INDIANA
EWER MAIN
C/L CLARKS 42'
.P C.M 30"
SS
LIMITS OF PROPOSED RIP-RAP
4
W
10' BUILDING SETBACK LINE
PROPOSED 5' (SEE DETAIL CONCRETE WALK )
S. P. 102.7'
.
C5
C4
13.39'
1
P.
Chord Direction Chord Length
DEVELOPMENT SUMMARY ESTIMATED COMMENCEMENT OF ONSITE CONSTRUCTION ACTIVITIES: SPRING 2018 ESTIMATED TERMINATION OF ONSITE CONSTRUCTION ACTIVITIES: WINTER 2018 ZONING CLASSIFICATION OF SUBJECT PARCEL: OD (OFFICE DISTRICT) ZONING CLASSIFICATION OF CONTIGUOUS AND SURROUNDING PARCELS: OD AND AG
PARKING SUMMARY REQUIRED PARKING: 1 SPACE PER 200 SFT = 1 SPACE PER ~ 3,900 SFT/ 200 SFT = 20 SPACES PROVIDED PARKING: 34 SPACES (INCLUDING 2 A.D.A. ACCESSIBLE SPACES)
IMPACT ON PUBLIC SANITARY AND WATER UTILITIES TO BE DETERMINED BY DEPARTMENT OF PUBLIC WORKS
BY
138' - 18" CONCRETE PIPE @ 0.30%
STR. NO. 1 INV. = 743.82
EAST LINE N ORTHW SEC. 36, T-15 EST QUARTER -N, R-1-E
PROPOSED ASPHALT PARKING AREA
LARRY K. GOOD REVOCABLE TRUST INSTRUMENT NUMBER 200616688
SANITARY SEWER SERVICE
D CREEK ROA
11.1'
C14
24.63'
CURB TO B E ENTIRE LEN REMOVED ALONG G SAWCUT ME TH OF ENTRY BY THOD
101.50' N84°04'22"E 126.13'
132 SQ. YDS. HAND LAID RIP-RAP
SS
SS
13.00'
C15
8" MIN. THIC KN 4" COMPAC ESS CONCRETE OVER TED A #53 REQUIR GGREGATE BASE (SEE DEVELO ED WITHIN R/W PMENT STA NDARD DS-R01)
S. PROPOSED CONCRETE
SS
4.56'
24.0'
10.0'
TRAFFIC SIGNAGE (TYP.)
SS
S.
1
747
744
1
13.0'
3
6" STRAIGHT CONCRETE CURB (TYP.)
1 C1
2
C1
C7
C3
P.
PROPOSED 4' CONCRETE WALK
P.
S. P.
1
24.00'
1
SS
LIMITS OF PROPOSED RIP-RAP
DUKE ENERGY ATTN: MR. BRIAN BANTLY 5055 EAST MAIN STREET AVON, IN 46123
W
C
13.00'
1
1 STR. NO. 4 INV. = 741.50
751
30' BULIDING
N05° 55' 38"W 111.00' 9.50'
P.)
24.0'
18.0'
W
KRUSE
.
LINE LOT SETBAC K
753
752
PROPOSED 4' CONCRETE WALK
7.0' 5.7'
13.00'
(TY
C1
W
C ON
TRAFFIC SIGNAGE (TYP.)
.
2
1
72.0' 8 SPACES752
746
WATER VALVE (TYP.)
P. S
P. S.
P. S
9.00'
754
753
752
751
750
A.D.A. SIGNAGE (TYP.)
10' PARKING LOT SETBACK LINE
13.00'
NG
W
18"
IPI
W
47'
TR
2
STRAW BAIL DROP INLET PROTECTION (STANDARD DETAIL DS-E06)
HENDRICKS POWER COOPERATIVE ATTN: MR. STEVE KNOTS 86 NORTH COUNTY ROAD 500 EAST AVON, IN 46123
SS
LANDSCAPE AREA
18.0'
749
FIRE HYDRANT
PROJECT:
VARIABLE WIDTH P.S . LANDSCAPE AREA
. P. S
PROPOSED DEVELOPMENT 749 INCENTIVE AREA
748
ALL DISTURBED IMPERVIOUS AREAS 746 NOT RECEIVING OTHER SEDIMENT CONTROL MEASURES SHALL BE 747 PERMANENT SEEDED
744
745
132 SQ. YDS. HAND LAID RIP-RAP
KS
750
UTILITY POLE (TYP.)
SS
AL
24.0'
GUY WIRE
W
8
-W
C2
T RE
CR O
SS
9.0' (TYP.)
COMCAST ATTN: MR. GARY GRAY 5330 EAST 65TH STREET INDIANAPOLIS, IN 46220
W
4' CONCRETE WALK
748
743
W
13.00'
STR. NO. 3 T.C. = 748.73 W. INV. = 741.64 E. INV. = 741.74
IP EP
SPECTRUM CONSTRUCTION DEPARTMENT 3030 ROOSEVELT AVENUE INDIANAPOLIS, IN 46218
SS
7.0'
753
INDIANAPOLIS POWER AND LIGHT COMPANY ATTN: MR. RON MORRIS 1230 WEST MORRIS STREET INDIANAPOLIS, IN 46221
6
751
% .30
W
W
S05° 56' 55"E 151.83'
3
C6
0 E@
W
A.D.A. STRIPING (TYP.)
C
743
W
PROPOSED 2" DOMESTIC WATER SERVICE LATERAL
STORM SEWER MANHOLE
UTILITY REGISTER
SS
W
STORM SEWER CURB INLET (TYP.)
SS
72.0' 8 SPACES
W
5.0'
CONCRETE PAD
CONCRETE PARKING BUMPER (TYP.)
754
FEMA F.I.R.M. PANEL 18063C0278D ZONE X
4.0'
12.0'
72.0' 7 SPACES INC. 2 A.D.A.
5.0' VARIABLE WIDTH LANDSCAPE AREA
12.0'
18.0'
25.0'
C
10.0'
PROPOSED ASPHALT PARKING AREA
W
LIMITS OF PROPOSED RIP-RAP
13.00' 9.0'
EXISTING CONDITIONS
COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH 00 DEGREES 57 MINUTES 17 SECONDS EAST (BASIS OF BEARING = INDIANA STATE PLANE COORDINATE SYSTEM - WEST ZONE) ALONG THE EAST LINE OF SAID NORTHWEST QUARTER A DISTANCE OF 208.54 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND RECORDED IN BOOK 368, PAGES 172-174 IN THE OFFICE OF THE RECORDER OF HENDRICKS COUNTY, INDIANA. THENCE SOUTH 84 DEGREES 04 MINUTES 22 SECONDS WEST ALONG THE SOUTH LINE OF SAID TRACT OF LAND A DISTANCE OF 25.10 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 84 DEGREES 04 MINUTES 22 SECONDS WEST ALONG THE SOUTH LINE OF SAID TRACT OF LAND A DISTANCE OF 146.98 FEET TO THE EAST RIGHT-OF-WAY LINE OF STATE ROAD 267 PER HIGHWAY PLANS FOR PROJECT S-551(9) DATED NOVEMBER 9, 1961 AND THE WEST LINE OF SAID TRACT OF LAND; THENCE NORTH 05 DEGREES 56 MINUTES 55 SECONDS WEST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 151.84 FEET; THENCE NORTH 40 DEGREES 06 MINUTES 19 SECONDS EAST A DISTANCE OF 27.11 FEET; THENCE NORTH 88 DEGREES 44 MINUTES 23 SECONDS EAST A DISTANCE OF 115.42 FEET; THENCE SOUTH 46 DEGREES 07 MINUTES 02 SECONDS EAST A DISTANCE OF 37.37 FEET; THENCE SOUTH 00 DEGREES 55 MINUTES 17 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID QUARTER SECTION A DISTANCE OF 133.22 FEET TO THE POINT OF BEGINNING. CONTAINING 0.57 ACRES, MORE OR LESS.
SS
INSTRUMENT NUMBER 201730199 0.57 ACRES 24,829 SQ. FT. ZONED OD (OFFICE DISTRICT)
C1 0
CONCRETE PAVEMENT
W
LINCOLN REAL ESTATE HOLDINGS, LLC.
CONCRETE WASHOUT AREA (STANDARD DETAIL SHEET 18 OF 24)
ASPHALT PAVEMENT
SS
0000
A.D.A. ACCESSIBLE PARKING STALL (TYP.)
SS
FIRST FF = 750.72
A.D.A. RESTROOM
PROPOSED KINGSEED DENTAL SIGNAGE
18.0'
6
PART OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 15 NORTH, RANGE 1 EAST OF THE SECOND PRINCIPAL MERIDIAN IN GUILFORD TOWNSHIP, HENDRICKS COUNTY, INDIANA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT:
' .3 10
PROPOSED KINGSEED DENTAL BUILDING
ENCLOSED DUMPSTER (SEE DETAIL)
LEGAL DESCRIPTION
W 2" '0 07 7' 6° .3 N4 37
3
5
STORM INLET (SEE DETAIL DS-D05)
9 C
21.8'
STOP SIGN (SEE DETAIL)
STORM INLET (SEE DETAIL DS-D04)
24.00'
PROPOSED A/C UNIT LOCATION (SEE LANDSCAPE PLAN FOR SCREENING DETAIL)
4
WATER METER (TYP.)
13.00'
74
S
A.D.A. RAMP (1:12 MAX SLOPE)
ISSUE/REVISED
A.D.A. RESTROOM
PROPOSED CLEANOUT T.C. = 749.15 (SEE GENERAL NOTE 2)
S
3
DATE
S
TRUNCATED DOMES (TYP.)
NO.
S 10.0'
S
EXISTING 24 "
S
2
TURAL)
S
NOBLE B. AN D PATR INSTRUMEN ICIA J. STOUT REV. TRU T NUMBER 2 ST 00630509 ZONED AG (A GRICUL
S
S
PROPOSED 6" SANITARY SEWER LATERAL 12.7'
PROPOSED 8'
W 9" 1 ' 06 11' ° 0 7. S4 2
PROJECT LOCATION
CURB CHAMFER (TYP.)
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
S
753
N)
1
PRIMARY PLAT FOR KINGSEED DENTAL OFFICE
2
SS
753
PROPOSED CONDITIONS
SS
"
75
APPROXIM SANITARY ATE LOCATION OF EXIST TO FIELD V SEWER LATERA (CLONTRAC ING ERIFY PRIO TOR R TO CON STRUCTIO
SS
48
CO
1 SS
R NC
75
SS
PE
SS
E ET
PI
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
0 75
751
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
LOCATION: TWP: SEC: CO:
G.C.F.
12/7/2017 DATE:
STOUT HER ITAG PARKWAY E
FILE:
REFERENCE: TOWN OF PLAINFIELD STANDARDS, HAVING AN ISSUANCE DATE OF 04/18/2017 ARE HEREBY INCORPORATED AS A PART OF THESE CONSTRUCTION PLANS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS OCCUR WITHIN THESE PLANS, THE TOWN'S PROVISIONS SHALL PREVAIL.
DRAWN:
S.E. COR S.W 1 . , SEC. 25, T-15 4 -N, R-1-E BRASS PIN FO UND
752
S88° 44' 23"W 115.42' S ALL DS ISTURBED IM S PERVIOUS A NOT RECEIVI REAS NG CONTROL MEA OTHER SEDIMENT SURES SHALL BE PERMANENT SEEDED 10' BUILDING SETBACK LIN E
S
S
P. S.
WALK 5' CONCRETE
EASEMENT
PROPOSED
PEDESTRIAN
749
750
EXISTING W
2652.12' S00° 55' 17"E
ATER SERVIC
E MAIN
8 74
93.07' N00°55'17"W 133.22'
STORM SEWER PIPE
CITIZENS ENERGY GROUP ATTN: MR. DALE KOCH 2150 MARTIN LUTHER KING, JR. STREET INDIANAPOLIS IN 46202
Curve Table Curve # Length Radius Delta
AT&T ATTN: MR. MICHAEL CARTER 240 NORTH MERIDIAN STREET INDIANAPOLIS, IN 46204 VECTREN ENERGY SUPPLY ATTN: MR. GERRY JONES 1630 NORTH MERIDIAN STREET INDIANAPOLIS, IN 46202 TOWN OF PLAINFIELD SEWER DISTRICT ATTN: MR. TIMOTHY BELCHER, P.E. 206 WEST MAIN STREET PLAINFIELD, IN 46168 PLAINFIELD WATER DEPARTMENT ATTN: MR. JASON CASTETTER, SUPERINTENDENT C/O MS. SHANNON SWAN 988 SOUTH CENTER STREET PLAINFIELD, IN 46168
2
745 13.00'
5 10 SPACES
P. S.
S.
SANITARY S
C1
7.85
5.00
90.00
N39° 04' 22"E
7.07
C2
7.85
5.00
90.00
N50° 55' 38"W
7.07
C4
12.60
54.00
13.37
S77° 23' 14"W
12.57
C5
20.80
11.00
108.33
N55° 08' 09"W
17.83
C6
7.85
5.00
90.00
S50° 55' 38"E
7.07
C7
11.78
7.50
90.00
N39° 04' 22"E
10.61
C8
7.85
5.00
90.00
N50° 55' 38"W
7.07
C9
7.85
5.00
90.00
N39° 04' 22"E
7.07
C10
7.85
5.00
90.00
S50° 55' 38"E
7.07
C11
38.32
30.00
73.18
S47° 29' 01"W
35.76
C12
7.85
5.00
90.00
S39° 04' 22"W
7.07
C13
12.57
8.00
90.00
S50° 55' 38"E
11.31
C14
9.80
42.00
13.37
N77° 23' 14"E
9.78
C15
4.84
23.00
12.06
N76° 44' 00"E
4.83
STR. NO. 2 T.C. = 747.28 W. INV. = 742.15 E. INV. = 742.40 BASKET CURB INLET PROTECTION (STANDARD DETAIL DS-E01)
"x
- 24
N84° 04' 22"E 146.98'
W S.E. COR N.W. 41, SEC. 36, T-15-N, R-1-E HENDRICKS COUNTY DISK
SS
ZONED OD (OFFICE DISTRICT)
DALE T. KRUSE P.E. No. PE10100197 STATE OF INDIANA
EWER MAIN
C/L CLARKS 42'
.P C.M 30"
SS
LIMITS OF PROPOSED RIP-RAP
4
W
10' BUILDING SETBACK LINE
PROPOSED 5' (SEE DETAIL CONCRETE WALK )
S. P. 102.7'
.
C5
C4
13.39'
1
P.
Chord Direction Chord Length
DEVELOPMENT SUMMARY ESTIMATED COMMENCEMENT OF ONSITE CONSTRUCTION ACTIVITIES: SPRING 2018 ESTIMATED TERMINATION OF ONSITE CONSTRUCTION ACTIVITIES: WINTER 2018 ZONING CLASSIFICATION OF SUBJECT PARCEL: OD (OFFICE DISTRICT) ZONING CLASSIFICATION OF CONTIGUOUS AND SURROUNDING PARCELS: OD AND AG
PARKING SUMMARY REQUIRED PARKING: 1 SPACE PER 200 SFT = 1 SPACE PER ~ 3,900 SFT/ 200 SFT = 20 SPACES PROVIDED PARKING: 34 SPACES (INCLUDING 2 A.D.A. ACCESSIBLE SPACES)
IMPACT ON PUBLIC SANITARY AND WATER UTILITIES TO BE DETERMINED BY DEPARTMENT OF PUBLIC WORKS
BY
138' - 18" CONCRETE PIPE @ 0.30%
STR. NO. 1 INV. = 743.82
EAST LINE N ORTHW SEC. 36, T-15 EST QUARTER -N, R-1-E
PROPOSED ASPHALT PARKING AREA
LARRY K. GOOD REVOCABLE TRUST INSTRUMENT NUMBER 200616688
SANITARY SEWER SERVICE
D CREEK ROA
11.1'
C14
24.63'
CURB TO B E ENTIRE LEN REMOVED ALONG G SAWCUT ME TH OF ENTRY BY THOD
101.50' N84°04'22"E 126.13'
132 SQ. YDS. HAND LAID RIP-RAP
SS
SS
13.00'
C15
8" MIN. THIC KN 4" COMPAC ESS CONCRETE OVER TED A #53 REQUIR GGREGATE BASE (SEE DEVELO ED WITHIN R/W PMENT STA NDARD DS-R01)
S. PROPOSED CONCRETE
SS
4.56'
24.0'
10.0'
TRAFFIC SIGNAGE (TYP.)
SS
S.
1
747
744
1
13.0'
3
6" STRAIGHT CONCRETE CURB (TYP.)
1 C1
2
C1
C7
C3
P.
PROPOSED 4' CONCRETE WALK
P.
S. P.
1
24.00'
1
SS
LIMITS OF PROPOSED RIP-RAP
DUKE ENERGY ATTN: MR. BRIAN BANTLY 5055 EAST MAIN STREET AVON, IN 46123
W
C
13.00'
1
1 STR. NO. 4 INV. = 741.50
751
30' BULIDING
N05° 55' 38"W 111.00' 9.50'
P.)
24.0'
18.0'
W
KRUSE
.
LINE LOT SETBAC K
753
752
PROPOSED 4' CONCRETE WALK
7.0' 5.7'
13.00'
(TY
C1
W
C ON
TRAFFIC SIGNAGE (TYP.)
.
2
1
72.0' 8 SPACES752
746
WATER VALVE (TYP.)
P. S
P. S.
P. S
9.00'
754
753
752
751
750
A.D.A. SIGNAGE (TYP.)
10' PARKING LOT SETBACK LINE
13.00'
NG
W
18"
IPI
W
47'
TR
2
STRAW BAIL DROP INLET PROTECTION (STANDARD DETAIL DS-E06)
HENDRICKS POWER COOPERATIVE ATTN: MR. STEVE KNOTS 86 NORTH COUNTY ROAD 500 EAST AVON, IN 46123
SS
LANDSCAPE AREA
18.0'
749
FIRE HYDRANT
PROJECT:
VARIABLE WIDTH P.S . LANDSCAPE AREA
. P. S
PROPOSED DEVELOPMENT 749 INCENTIVE AREA
748
ALL DISTURBED IMPERVIOUS AREAS 746 NOT RECEIVING OTHER SEDIMENT CONTROL MEASURES SHALL BE 747 PERMANENT SEEDED
744
745
132 SQ. YDS. HAND LAID RIP-RAP
KS
750
UTILITY POLE (TYP.)
SS
AL
24.0'
GUY WIRE
W
8
-W
C2
T RE
CR O
SS
9.0' (TYP.)
COMCAST ATTN: MR. GARY GRAY 5330 EAST 65TH STREET INDIANAPOLIS, IN 46220
W
4' CONCRETE WALK
748
743
W
13.00'
STR. NO. 3 T.C. = 748.73 W. INV. = 741.64 E. INV. = 741.74
IP EP
SPECTRUM CONSTRUCTION DEPARTMENT 3030 ROOSEVELT AVENUE INDIANAPOLIS, IN 46218
SS
7.0'
753
INDIANAPOLIS POWER AND LIGHT COMPANY ATTN: MR. RON MORRIS 1230 WEST MORRIS STREET INDIANAPOLIS, IN 46221
6
751
% .30
W
W
S05° 56' 55"E 151.83'
3
C6
0 E@
W
A.D.A. STRIPING (TYP.)
C
743
W
PROPOSED 2" DOMESTIC WATER SERVICE LATERAL
STORM SEWER MANHOLE
UTILITY REGISTER
SS
W
STORM SEWER CURB INLET (TYP.)
SS
72.0' 8 SPACES
W
5.0'
CONCRETE PAD
CONCRETE PARKING BUMPER (TYP.)
754
FEMA F.I.R.M. PANEL 18063C0278D ZONE X
4.0'
12.0'
72.0' 7 SPACES INC. 2 A.D.A.
5.0' VARIABLE WIDTH LANDSCAPE AREA
12.0'
18.0'
25.0'
C
10.0'
PROPOSED ASPHALT PARKING AREA
W
LIMITS OF PROPOSED RIP-RAP
13.00' 9.0'
EXISTING CONDITIONS
COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH 00 DEGREES 57 MINUTES 17 SECONDS EAST (BASIS OF BEARING = INDIANA STATE PLANE COORDINATE SYSTEM - WEST ZONE) ALONG THE EAST LINE OF SAID NORTHWEST QUARTER A DISTANCE OF 208.54 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND RECORDED IN BOOK 368, PAGES 172-174 IN THE OFFICE OF THE RECORDER OF HENDRICKS COUNTY, INDIANA. THENCE SOUTH 84 DEGREES 04 MINUTES 22 SECONDS WEST ALONG THE SOUTH LINE OF SAID TRACT OF LAND A DISTANCE OF 25.10 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 84 DEGREES 04 MINUTES 22 SECONDS WEST ALONG THE SOUTH LINE OF SAID TRACT OF LAND A DISTANCE OF 146.98 FEET TO THE EAST RIGHT-OF-WAY LINE OF STATE ROAD 267 PER HIGHWAY PLANS FOR PROJECT S-551(9) DATED NOVEMBER 9, 1961 AND THE WEST LINE OF SAID TRACT OF LAND; THENCE NORTH 05 DEGREES 56 MINUTES 55 SECONDS WEST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 151.84 FEET; THENCE NORTH 40 DEGREES 06 MINUTES 19 SECONDS EAST A DISTANCE OF 27.11 FEET; THENCE NORTH 88 DEGREES 44 MINUTES 23 SECONDS EAST A DISTANCE OF 115.42 FEET; THENCE SOUTH 46 DEGREES 07 MINUTES 02 SECONDS EAST A DISTANCE OF 37.37 FEET; THENCE SOUTH 00 DEGREES 55 MINUTES 17 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID QUARTER SECTION A DISTANCE OF 133.22 FEET TO THE POINT OF BEGINNING. CONTAINING 0.57 ACRES, MORE OR LESS.
SS
INSTRUMENT NUMBER 201730199 0.57 ACRES 24,829 SQ. FT. ZONED OD (OFFICE DISTRICT)
C1 0
CONCRETE PAVEMENT
W
LINCOLN REAL ESTATE HOLDINGS, LLC.
CONCRETE WASHOUT AREA (STANDARD DETAIL SHEET 18 OF 24)
ASPHALT PAVEMENT
SS
0000
A.D.A. ACCESSIBLE PARKING STALL (TYP.)
SS
FIRST FF = 750.72
A.D.A. RESTROOM
PROPOSED KINGSEED DENTAL SIGNAGE
18.0'
6
PART OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 15 NORTH, RANGE 1 EAST OF THE SECOND PRINCIPAL MERIDIAN IN GUILFORD TOWNSHIP, HENDRICKS COUNTY, INDIANA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT:
' .3 10
PROPOSED KINGSEED DENTAL BUILDING
ENCLOSED DUMPSTER (SEE DETAIL)
LEGAL DESCRIPTION
W 2" '0 07 7' 6° .3 N4 37
3
5
STORM INLET (SEE DETAIL DS-D05)
9 C
21.8'
STOP SIGN (SEE DETAIL)
STORM INLET (SEE DETAIL DS-D04)
24.00'
PROPOSED A/C UNIT LOCATION (SEE LANDSCAPE PLAN FOR SCREENING DETAIL)
4
WATER METER (TYP.)
13.00'
74
S
A.D.A. RAMP (1:12 MAX SLOPE)
ISSUE/REVISED
A.D.A. RESTROOM
PROPOSED CLEANOUT T.C. = 749.15 (SEE GENERAL NOTE 2)
S
3
DATE
S
TRUNCATED DOMES (TYP.)
NO.
S 10.0'
S
EXISTING 24 "
S
2
TURAL)
S
NOBLE B. AN D PATR INSTRUMEN ICIA J. STOUT REV. TRU T NUMBER 2 ST 00630509 ZONED AG (A GRICUL
S
S
PROPOSED 6" SANITARY SEWER LATERAL 12.7'
PROPOSED 8'
W 9" 1 ' 06 11' ° 0 7. S4 2
PROJECT LOCATION
CURB CHAMFER (TYP.)
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
S
753
N)
1
PRIMARY PLAT FOR KINGSEED DENTAL OFFICE
2
SS
753
PROPOSED CONDITIONS
SS
"
75
APPROXIM SANITARY ATE LOCATION OF EXIST TO FIELD V SEWER LATERA (CLONTRAC ING ERIFY PRIO TOR R TO CON STRUCTIO
SS
48
CO
1 SS
R NC
75
SS
PE
SS
E ET
PI
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
0 75
751
