HomeMy WebLinkAboutPrimary Plat Details 004 (V2)ti
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THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
THIS INSTRUMENT PREPARED FOR:
LENNAR
9025 NORTH RIVER ROAD
SUITE 100
INDIANAPOLIS, INDIANA 46240
CONTACT: KEITH LASH
PHONE: (317) 659-3200
keith.lash@lennar.com
NOTE:
ALL PAVING IS TO BE COMPLETED IN
ONE PAVING SEASON.
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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.
NOTE TO CONTRACTOR:
THE CITY OF CARMEL AND THE
HAMILTON COUNTY SURVEYOR'S
OFFICE REQUIRE DOUBLE WALL
HANCOR HI-Q SSD PIPE OR EQUAL
TO BE USED.
LEGEND
HMA PAVEMENT
1.5" — 1651/SYD. HMA SURFACE, TYPE V, 9,5 mm ON
2" - 220J/SYD. HMA INTERMEDIATE, TYPE V, 19.0 mm ON
3" - 330#/SYD. HMA BASE, TYPE V, 25.0 mm ON
6' COMPACTED AGGREGATE #53 ON
INDOT SUBGRADE TREATMENT, TYPE 18 OR 1C
UNDERDRAIN - SEE STANDARD DRAWING 10-12
SIDEWALK - SEE STANDARD DRAWING 1D-18
17 CONCRETE ROLL CURB AND GUTTER —
SEE STANDARD DRAWING 10-13
SODDING
EARTH OR SIDEWALK SURFACE CONCRETE CURB OR CURB & GUTTER
PAVEMENT
UNDERDRAIN TRENCH TO BE ASPHALT OR COMPACTED AGGREGATE
FLUSH WITH BACK OF CURB NO. 53 PER TYPICAL SECTION
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INSTALL NON -WOVEN FILTER I
FABRIC ON PERIMETER OF i14
TRENCH AND OVERLAP AT z
SUBGRADE LEVEL
#8 WASHED AGGREGATE DOUBLE WALL PIPE, PERFORATED HANCOR
Hi-Q, TYPE 4 PIPE OR EQUIVALENT
3"1MI6,
z PER SECTION 401.01 OF THE
INSTORMWATER TECHNICAL STANDARDS
" MIN
UNDERDRAIN
NO SCALE
NOTES:
PIPE SHALL CONFORM TO SPEC REQUIREMENTS
OF SECTION 718 OF STANDARD SPECIFICATION
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT
AND WHERE REQUESTED BY THE CITY ENGINEER
STANDARD
CITY OF CARMEL STANDARDS
DRAWING
10-12
UNDERDRAIN
RIGHT-OF-WAY
56'-0* LOCAL STREET
TYPICAL SECTION
LOCAL STREET
NO SCALE
3" TOP SOIL
COMPACTED
BACKFILL
PRIMARY PLAT
ZONING: S2
Docket No. 19050021 PIP
NOTES:
CROSS SECTION DIMENSIONS ARE BASED ON
CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN)
IN - 1 HMA SURFACE. TYPE V. 9.5 mm ON
2.e - 27 . HMA INTERMEDIATE TYPE 'C 19.0 mm ON
3.5' - 38 HMA BASE TYPE 'C 25.0 mm ON
2.5 - 275iAYD. HMA INTERMEDIATE, TYPE' , OG 19.0 mm ON
3' - 3NOISYD. HMA BASE, TYPE V. 25.0 mm ON
INDOT SUBGRADE TREATMENT, TYPE 16 OR IC
PAVEMENT COMPOSITIONS
IN R/W 141 st STREET
(T.Y.P.)
NOT -TO -SCALE
NOTE:
1. ALL ONSITE WATERMAIN SHALL BE 8"
DUCTILE IRON UNLESS OTHERWISE NOTED.
24" MINIMUM
18' RADIUS
)=6 1 /2'
CONCRETE ROLL CURB & GUTTER
NO SCALE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3" D
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM.
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS.
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MIN, SLOPE SHALL BE THAT SLOPE NECESSARY TO
DESIGN STORM AND KEEP WATER IN EASEMENT
ECONVEY
EXISTING GRADE
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(MAX) PROPOSEDGRADE
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a" TOP SAIL -III -III -III-
UNDERCUT SWALE BY 0.2'
INSTALL FILTER FABRIC TO ALLOW FOR FUTURE SILTING
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ON PERIMETER OF w
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TRENCH AND OVERLAP
AT SUBGRADE LEVEL
1" MIN. 12" MIN.
PIPE SHALL CONFORM TO SPEC REQUIREMENTS
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#8 WASHED AGGREGATE OF SECTION 907 OF STANDARD SPECIFICATION
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MIN, 6" DOUBLE WALL PERFORATED PER 401.01 OF THE
STORM WATER TECHNICAL STANDARDS MANUAL
TYPICAL SWALE DETAIL
NO SCALE
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NOTE:
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JOINTS SHALL BE CUT
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WITH A JOINTER HAVING A
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RADIUS OF 1/4" AND FILLED
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WITH JOINT FILLER.
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WIDTH OF WALK OR MAX 6' 0'
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BETWEEN TRANSVERSE JOINTS
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48' BETWEEN EXPANSION JOINTS (MAX.)
WITH SECTION 207 OF STANDARD INDOT SPECS.
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3"
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IN
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CONCRETE SIDEWALK
NO SCALE
NOTES:
EGDED AND BROOM FINISHED . NO "PICTURE FRAME' FINISHES WILL BE PERMITTED
CLASS 'A' CONCRETE Q Z 00
6" DEPTH OF CONCRETE AND 6' COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES Z Q O
IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4", WITH EXCEPTION OF ACROSS DRIVES F cn
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CUT * CUT
PATH WIDTH
(/)
(MAX) X)
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FILL FILL
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PREPARED SUBGRADE COMPACTED IN ACCORDANCE
WITH SEC11ON 207 OF STANDARD INDOT SPECS.
MUL TI-USE PA TH
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NO SCALE
(D 1.5' - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON
O2 2.5' - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON
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O3 6" COMPACTED AGGREGATE #53 ON
® COMPACTED SUBGRADE
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�C WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN)
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NOTES'
See Standard Drawing E 604-SVVCR-02
for groove details.
See Standard Drawing E 604-SWOR•02
fpr dptaFlp of the dEtectahle warning
surface.
tndlcated area denotes pay lirnits:
9, SBB Standard Drawing E 604-SWOR�-O3
for typical ramp construction details
10. See Standard Drawing E 604-SVVCR-01
and -02 far• Location Plan and
General 1Votas respectively.
1-2
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900012
STATE OF
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SECTION: TOWNSHIP: RANGE:
19 18N R3E
DRAWN BY: CHECKED BY:
GDK GDK
SHEET NO.
4
OF 7 SHEETS
S & A JOB NO.
87240LEN
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