C12 Construction Details (2)
SITE PLAN
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
G.C.F.
12/7/2017
10.0'
10' BUILDING SE
TBACK LINE
2
TRUNCATED DOMES (TYP.)
3
A.D.A. RAMP (1:12 MAX SLOPE)
4
STOP SIGN AND "CROSS TRAFFIC" SIGN (SEE DETAIL)
5
ENCLOSED DUMPSTER (SEE DETAIL)
6
A.D.A. ACCESSIBLE PARKING STALL (TYP.) ASPHALT PAVEMENT
24.00'
WALK 5' CONCRETE
2652.12' S00° 55' 17"E
3. 4.
6
5. 6. 7.
7.0' 13.00' C
8
CR
2
PROPOSED 4' CONCRETE WALK
1
1
1
13.0' 1
24.0'
1
C
C6
C1
C7
3
4.56'
6" STRAIGHT CONCRETE CURB (TYP.)
PROPOSED CONCRETE C15
24.00'
24.0' 24.0'
101.50' N84°04'22"E 126.13'
C14
24.63'
PROPOSED ASPHALT PARKING AREA
C3
C2
13.39'
2
10 SPACES
1 10' BUILDING SETBACK LINE
10.0'
4 1
PROPOSED 5' (SEE DETAIL CONCRETE WALK )
5 13.00'
13.00'
18.0'
C5
C4 1
102.7'
1 C1
2
C/L CLARKS
72.0' 8 SPACES
10.0'
13.00'
EAST LINE N ORTHW SEC. 36, T-15 EST QUARTER -N, R-1-E
(TY P.)
2
C1
CURB TO B E ENTIRE LEN REMOVED ALONG G SAWCUT M TH OF ENTRY BY ETHOD
18.0'
1
11.1'
IPI NG
9.50'
LANDSCAPE AREA
ST R
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)
9.0' (TYP.)
13.00'
13.00'
AL K
8.
CREEK ROA
OS S-W
SHEET: 4 OF 12
LOCATION: TWP: SEC: CO:
DALE T. KRUSE P.E. No. PE10100197 STATE OF INDIANA
4' CONCRETE WALK
ALL WORK SHALL CONFORM TO LOCAL AND STATE REGULATIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT AND DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO KRUSE CONSULTING, INC. FOR EVALUATION AND RESOLUTION. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD. ALL RADII AND OTHER DIMENSIONS FOR CONCRETE CURB ARE TO THE FRONT OF THE CURB. BUILDING DIMENSIONS ARE TO THE EXTERIOR EDGE OF THE BUILDING. SEE PLANS AS PREPARED BY MITCH DESIGN. SITE CONTRACTOR SHALL COORDINATE WITH THE BUILDING CONTRACTOR ON PLACING THE FINAL ASPHALT WEARING SURFACE ON ALL PAVED AREAS. TIMING SHALL BE COORDINATED TO MINIMIZE CONSTRUCTION-TYPE TRAFFIC ON THE FINAL WEARING SURFACE. REMOVE ALL EXISTING TRASH, DEBRIS, AND RUBBLE THROUGHOUT THE SITE ON A DAILY/ AS-NEEDED BASIS.
Curve Table Curve # Length Radius Delta
Chord Direction Chord Length
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
N84° 04' 22"E 146.98'
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.
GCF
5.0'
1. 2.
1-24-18
A.D.A. STRIPING (TYP.)
SITE PLAN GENERAL NOTES
1
72.0' 8 SPACES
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
CONCRETE PARKING BUMPER (TYP.)
KRUSE
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.
PROJECT:
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:
BY
PROPOSED
LEGAL DESCRIPTION
PROPOSED
8' PEDESTR IAN EASEME NT
LINE 30' BULIDING LO
N05° 55' 38"W 111.00'
72.0' 7 SPACES INC. 2 A.D.A.
18.0'
TRAFFIC SIGNAGE (TYP.)
25.0'
ISSUE/REVISED
CONCRETE PAD
12.0'
WATER VALVE (TYP.)
93.07' N00°55'17"W 133.22'
3
12.0'
T SETBACK
PROPOSED ASPHALT PARKING AREA
D
4.0'
UTILITY POLE (TYP.) FIRE HYDRANT
5.0' VARIABLE WIDTH LANDSCAPE AREA
GUY WIRE
9.0'
PROPOSED 4' CONCRETE WALK
5.7'
7.0'
FIRST FF = 750.72
0
13.00'
18.0'
A.D.A. SIGNAGE (TYP.)
10' PARKING LOT SETBACK LINE
S05° 56' 55"E 151.83'
PROPOSED KINGSEED DENTAL BUILDING
C1
SIGN LOCATION AND A/C UNIT LOCATION
9.00'
C VARIABLE WIDTH LANDSCAPE AREA
PROPOSED DEVELOPMENT INCENTIVE AREA
21.8'
STORM SEWER MANHOLE
STORM SEWER CURB INLET (TYP.)
' .3
PROPOSED KINGSEED DENTAL SIGNAGE
EXISTING CONDITIONS
10
PROPOSED A/C UNIT LOCATION (SEE LANDSCAPE PLAN FOR SCREENING DETAIL)
W 2" '0 07 7' 6° 7.3 3
9
N4
13.00'
1
CONCRETE PAVEMENT
DATE
12.7'
CURB CHAMFER (TYP.)
NO.
W 9" 1 6' 1' 0 0° 7.1 S4 2
1
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
S88° 44' 23"W 115.42'
KINGSEED DENTAL OFFICE
PROPOSED CONDITIONS
FILE:
DATE:
DRAWN:
STOUT HER ITAG PARKWAY E
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
G.C.F.
12/7/2017
10.0'
10' BUILDING SE
TBACK LINE
2
TRUNCATED DOMES (TYP.)
3
A.D.A. RAMP (1:12 MAX SLOPE)
4
STOP SIGN AND "CROSS TRAFFIC" SIGN (SEE DETAIL)
5
ENCLOSED DUMPSTER (SEE DETAIL)
6
A.D.A. ACCESSIBLE PARKING STALL (TYP.) ASPHALT PAVEMENT
24.00'
WALK 5' CONCRETE
2652.12' S00° 55' 17"E
3. 4.
6
5. 6. 7.
7.0' 13.00' C
8
CR
2
PROPOSED 4' CONCRETE WALK
1
1
1
13.0' 1
24.0'
1
C
C6
C1
C7
3
4.56'
6" STRAIGHT CONCRETE CURB (TYP.)
PROPOSED CONCRETE C15
24.00'
24.0' 24.0'
101.50' N84°04'22"E 126.13'
C14
24.63'
PROPOSED ASPHALT PARKING AREA
C3
C2
13.39'
2
10 SPACES
1 10' BUILDING SETBACK LINE
10.0'
4 1
PROPOSED 5' (SEE DETAIL CONCRETE WALK )
5 13.00'
13.00'
18.0'
C5
C4 1
102.7'
1 C1
2
C/L CLARKS
72.0' 8 SPACES
10.0'
13.00'
EAST LINE N ORTHW SEC. 36, T-15 EST QUARTER -N, R-1-E
(TY P.)
2
C1
CURB TO B E ENTIRE LEN REMOVED ALONG G SAWCUT M TH OF ENTRY BY ETHOD
18.0'
1
11.1'
IPI NG
9.50'
LANDSCAPE AREA
ST R
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)
9.0' (TYP.)
13.00'
13.00'
AL K
8.
CREEK ROA
OS S-W
SHEET: 4 OF 12
LOCATION: TWP: SEC: CO:
DALE T. KRUSE P.E. No. PE10100197 STATE OF INDIANA
4' CONCRETE WALK
ALL WORK SHALL CONFORM TO LOCAL AND STATE REGULATIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT AND DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO KRUSE CONSULTING, INC. FOR EVALUATION AND RESOLUTION. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD. ALL RADII AND OTHER DIMENSIONS FOR CONCRETE CURB ARE TO THE FRONT OF THE CURB. BUILDING DIMENSIONS ARE TO THE EXTERIOR EDGE OF THE BUILDING. SEE PLANS AS PREPARED BY MITCH DESIGN. SITE CONTRACTOR SHALL COORDINATE WITH THE BUILDING CONTRACTOR ON PLACING THE FINAL ASPHALT WEARING SURFACE ON ALL PAVED AREAS. TIMING SHALL BE COORDINATED TO MINIMIZE CONSTRUCTION-TYPE TRAFFIC ON THE FINAL WEARING SURFACE. REMOVE ALL EXISTING TRASH, DEBRIS, AND RUBBLE THROUGHOUT THE SITE ON A DAILY/ AS-NEEDED BASIS.
Curve Table Curve # Length Radius Delta
Chord Direction Chord Length
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
N84° 04' 22"E 146.98'
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.
GCF
5.0'
1. 2.
1-24-18
A.D.A. STRIPING (TYP.)
SITE PLAN GENERAL NOTES
1
72.0' 8 SPACES
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
CONCRETE PARKING BUMPER (TYP.)
KRUSE
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.
PROJECT:
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:
BY
PROPOSED
LEGAL DESCRIPTION
PROPOSED
8' PEDESTR IAN EASEME NT
LINE 30' BULIDING LO
N05° 55' 38"W 111.00'
72.0' 7 SPACES INC. 2 A.D.A.
18.0'
TRAFFIC SIGNAGE (TYP.)
25.0'
ISSUE/REVISED
CONCRETE PAD
12.0'
WATER VALVE (TYP.)
93.07' N00°55'17"W 133.22'
3
12.0'
T SETBACK
PROPOSED ASPHALT PARKING AREA
D
4.0'
UTILITY POLE (TYP.) FIRE HYDRANT
5.0' VARIABLE WIDTH LANDSCAPE AREA
GUY WIRE
9.0'
PROPOSED 4' CONCRETE WALK
5.7'
7.0'
FIRST FF = 750.72
0
13.00'
18.0'
A.D.A. SIGNAGE (TYP.)
10' PARKING LOT SETBACK LINE
S05° 56' 55"E 151.83'
PROPOSED KINGSEED DENTAL BUILDING
C1
SIGN LOCATION AND A/C UNIT LOCATION
9.00'
C VARIABLE WIDTH LANDSCAPE AREA
PROPOSED DEVELOPMENT INCENTIVE AREA
21.8'
STORM SEWER MANHOLE
STORM SEWER CURB INLET (TYP.)
' .3
PROPOSED KINGSEED DENTAL SIGNAGE
EXISTING CONDITIONS
10
PROPOSED A/C UNIT LOCATION (SEE LANDSCAPE PLAN FOR SCREENING DETAIL)
W 2" '0 07 7' 6° 7.3 3
9
N4
13.00'
1
CONCRETE PAVEMENT
DATE
12.7'
CURB CHAMFER (TYP.)
NO.
W 9" 1 6' 1' 0 0° 7.1 S4 2
1
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
S88° 44' 23"W 115.42'
KINGSEED DENTAL OFFICE
PROPOSED CONDITIONS
FILE:
DATE:
DRAWN:
STOUT HER ITAG PARKWAY E
