HomeMy WebLinkAbout07080036-40 Primary Plat Rcv. 8/23/2007 DOCSDOCKET NUMBERS
SOURCE OF TITLE
INSTRUMENT NUMBER
200600070985
01
0 -10 C)O3�` 0 PRIMARY PLAT
0 S D 0
PART OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST,
CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
A PART OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST,
LOCATED IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA BEING DESCRIBED AS FOLLOWS:
COMMENCING AT THE P.K. NAIL AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF
SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST; THENCE ON THE NORTH LINE OF SAID NORTHWEST
QUARTER NORTH 89 DEGREES 29 MINUTE 15 SECONDS EAST (ASSUMED BEARING) 370.00 TO A MAG
NAIL AT THE EAST LINE OF THE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT No.
200300095828 AND THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUING ON SAID
NORTH LINE NORTH 89 DEGREES 29 MINUTE 15 SECONDS EAST 290.00 TO A MAG NAIL ON THE EAST
LINE OF THE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT No. 200600070986; THENCE ON SAID
EAST LINE SOUTH 00 DEGREES 17 MINUTES 27 SECONDS 660.00 FEET PARALLEL WITH THE WEST LINE
OF SAID NORTHWEST QUARTER TO 5/8" IRON ROD WITH YELLOW CAP STAMPED MILLER SURVEYING ON
THE SOUTH LINE OF THE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT No. 200600070985;
THENCE ON SAID SOUTH LINE SOUTH 89 DEGREES 29 MINUTES 15 SECONDS EAST 660.00 FEET TO A
MAG NAIL ON THE WEST LINE OF SAID NORTHWEST QUARTER; THENCE ON SAID WEST LINE NORTH 00
DEGREES 17 MINUTES 27 SECONDS EAST 375.64 FEET TO THE SOUTH LINE OF THE TRACT OF REAL
ESTATE DESCRIBED IN INSTRUMENT No. 200300095828; THENCE THE FOLLOWING 6 COURSES ON THE
EAST AND SOUTH LINE OF INSTRUMENT No. 200300095828 AND 20040001256: 1) NORTH 06 DEGREES
41 MINUTES 44 SECONDS EAST 145.76 2) NORTH 00 DEGREES 18 MINUTES 39 SECONDS EAST 13.80
FEET; 3) NORTH 89 DEGREES 29 MINUTES 14 SECONDS 171.70 FEET; 4) NORTH 00 DEGREES 30
MINUTES 45 SECONDS WEST 79.99 FEET; 5) NORTH 89 DEGREES 29 MINUTES 15 SECONDS EAST
150.00 FEET; 6) NORTH 00 DEGREES 30 MINUTES 45 SECONDS WEST 45.00 FEET TO THE POINT OF
BEGINNING, CONTAINING 9.05 ACRES MORE OR LESS.
1
OnumAD MAP
THIS INSTRUMENT PREPARED BY:
K. NATHAN ALTHOUSE
MILLER SURVEYING, INC.
948 CONNER STREET
NOBLESVILLE, IND. 46060
Ph 773 -2644 Fx 773 -2694
DATE: AUGUST 16, 2007
Job No. B31724
OWNER /SUBDIVISION
BSC II, LLC
8195 HEYWARD DRIVE
INDIANAPOLIS, IN 46250
ZONING
ZONED: S -2 /RESIDENCE
MINIMUM FRONT YARD: 35'
MINIMUM SIDE YARD: 10'
MINIMUM REAR YARD: 20'
(THESE ARE FOR A SINGLE FAMILY
DWELLING)
VICINITY MAP
1° n X80'
PAGE 1 OF 4
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PAGE 2 OF 4
D.E .
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THIS INSTRUMENT PREPARED BY:
K. NATHAN ALTHOUSE
OWNER � SUBDIVISION
ZONING
SOUR C O
E F TITLE
N.A.E.
GRAPHIC SCALE
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MILLER SURVEYING, INC.
BSC II LLC
ZONED: S -2 RESIDENCE
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948 CONNER STREET
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8195 HEYWARD DRIVE
MINIMUM FRONT YARD: 35' INSTRUMENT NUMBER
SQ.FT.f
= SQUARE FEET (MORE OR LESS)
NOBLESVILLE, IND. 46060
Ph 773 -2644 Fx 773 -2694
INDIANAPOLIS, IN 46250
MINIMUM SIDE YARD: 10' 200600070985
MINIMUM REAR YARD: 20'
1 RAD.
0 25 50 100 �
= RADIUS
= 4 "x4N36" CONCRETE
DATE: AUGUST 16, 2007
Job No. 631724
(THESE ARE FOR A SINGLE FAMILY
DWELLING)
SCALE 1 = 50' O
MONUMENT
= 5/8" REBAR W/ BANNING CAP
PAGE 2 OF 4
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PROPOSED IMPROVEMENTS
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THIS INSTRUMENT PREPARED BY:
K. NATHAN ALTHOUSE
MILLER SURVEYING, INC.
948 CONNER STREET
NOBLESVILLE, IND. 46060
Ph 773 -2644 Fx 773 -2694
DATE: AUGUST 16, 2007
Job No. B31724
OWNER /SUBDIVISION ZONING
BSC II LLC ZONED: S -2 /RESIDENCE
MINIMUM FRONT YARD: 35'
8195 HEYWARD DRIVE MINIMUM SIDE YARD: 10'
INDIANAPOLIS, IN 46250 MINIMUM REAR YARD: 20'
(THESE ARE FOR A SINGLE FAMILY
DWELLING)
PAGE 3 OF 4
SOURCE OF TITLE
INSTRUMENT NUMBER
200600070985
GRAPHIC SCALE
0 25 50 100
SCALE 1 " = 50'
LEGEND:
BL = BUILDING LINE
DUE = DRAINAGE &UTILITY EASEMENT
R/W = RIGHT -OF -WAY
SQ.FT.f = SQUARE FEET (MORE OR LESS)
O = 5/8" REBAR W/ MILLER CAP
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PART OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST,
CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
EROSION CONTROL NOTES:
1. LAND ALTERATION WHICH STRIPS THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN
A WAY THAT WILL MINIMIZE EROSION.
2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL
ORDINANCES THAT APPLY.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE
AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING
THE SITE.
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE
INSPECTION.
5. SEDIMENT LADEN WATER SHALL BE DETAINED BY
EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE
SEDIMENTATION IN THE RECEIVING STREAM. NO STORM
WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER
THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
6. WASTES AND UNUSED BUILDING MATERIALS SHALL
NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY
STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES
AND UNUSED BUILDING MATERIALS IS REQUIRED.
7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE
ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUM-
ULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH
WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE
SITE FOR DISPOSAL.
8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION
CONTROL DEVICES SHALL BE COLLECTED AND RE-
DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND
AT LEAST ONCE A WEEK.
9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE
INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS
SHALL BE COVERED WITH FILTER FABRIC.
10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC.,
WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND
DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON
SITE. (HOMEOWNER SHALL CLEARLY MARK ANY EXISTING
TREES OR STRUCTURES THEY INTEND TO KEEP)
11. SCHEDULE OF EARTHWORK ACTIVITIES:
a) THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE
AREA SHALL BE STABILIZED AS SOON AS POSSIBLE.
TEMPORARY VEGETATION OR MULCHING SHALL BE USED
TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION
CANNOT BE SEEDED WITHIN 15 DAYS OR ACTIVITY
CEASES FOR MORE THAN 15 DAYS OR AS DIRECTED BY
THE ENGINEER.
b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM
MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL
OTHER TIMES OF THE YEAR. PERMANENT AND FINAL
VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES
SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER
FINAL GRADING OR AS SOON AS POSSIBLE.
THE WITHIN SITE PLAN WAS PREPARED WITHOUT
THE BENEFIT OF A CURRENT TITLE POLICY AND ARE
THEREFORE SUBJECT TO ANY STATEMENT OF FACTS
REVEALED BY EXAMINATION OF SCHEDULE "A" AND
SCHEDULE "B" OF A TITLE POLICY.
LEGEND
PS = PERMANENT SEED /SOD IMMEDIATELY
AFTER CONSTRUCTION
BL = BUILDING LINE
DUE = DRAINAGE UTILITY &SEWER EASEMENT
THIS INSTRUMENT PREPARED BY:
K. NATHAN ALTHOUSE
MILLER SURVEYING, INC.
948 CONNER STREET
NOBLESVILLE, IND. 46060
Ph 773 -2644 Fx 773 -2694
DATE: AUGUST 16, 2007
Job No. B31724
OWNER /SUBDIVISION
BSC II, LLC
8195 HEYWARD DRIVE
INDIANAPOLIS, IN 46250
SEASONAL SOIL PROTECTION CHART
STABILIZATION
PRACTICE
JAN.
FEB.
MAR.
APR.
MAY
JUNE
JULY
AUG.
SEPT.
OCT.
NOV.
DEC.
PERMANENT
SEEDING
FLOW
A
SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL
BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE
DURING INSTALLATION AND TO SUPPORT APPLIED
LOADS.
FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC
DORMANT
SEEDING
B
CONSISTING OF STRONG, ROT RESISTANT,
.
B
ULTRAVIOLET AND HEAT EXPOSURE.
EXTEND FABRIC ac
TEMPORARY
SEEDING
CV
c
E
/*/
/ /I/
/ /�/
SURFACE
SILT FENCE
CONSTRUCTION
SODDING
**
MULCHING
G
A = KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS. /ACRE
B = KENTUCKY BLUEGRASS 120 LBS. /ACRE; CREEPING RED FESCUE 120 LBS. /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS. /ACRE
C = SPRING OATS 3 BUSHELS /ACRE
D = WHEAT OR RYE 2 BUSHELS /ACRE
E = ANNUAL RYEGRASS 40 LBS. /ACRE ( 1 LB /1000 SO. FT. )
F = SOD
G = STRAW MULCH 2 TONS /ACRE
* /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER
** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD
SEEDBED PREPARATION FOR PERMANENT SEEDING:
1.TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS.
(CONTACT COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND
SOILS INFORMATION, INCLUDING AVAILABLE TESTING SERVICES.)
2. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING
TO TEST RECOMMENDATIONS.
3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, CONSIDER
APPLYING 400 -600 Ibs /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER.
4. TILL TOP SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LINE INTO
THE SOIL 2 -4 INCHES DEEP WITH A DISK OR A RAKE OPERATED ACROSS THE SLOPE.
RULE 5 REQUIRES ALL DISTURBED AREAS LIKELY TO BE IDLER FOR 15 DAYS SHALL HAVE SURFACE
STABILIZATION APPLIED. WHEN WEATHER CONDITIONS PREVENT RAPID GERMINATION OF GRASS,
THEN 2T /AC MULCH WILL BE USED TO ENSURE GROUND STABILIZATION REQUIREMENTS ARE MET.
SECTION 102.07 NOTES
1) BUILDER TO INSTALL TEMPORARY CONSTRUCTION ENTRANCE
PRIOR TO ANY EARTH DISTURBING ACTIVITY.
II) BUILDER TO INSTALL SILT FENCE OR APPROVED EQUAL.
BUILDER TO INSTALL AND /OR MAINTAIN INLET SEDIMENT
PROTECTION.
III) BUILDER TO CLEAN MUD FROM STREETS AND ALLEYS DAILY.
CLEARED SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED
ON IN A MANNER COMPLIANT WITH ALL STATUTES AND
REGULATIONS.
IV) BUILDER MUST COMPLY WITH ALL ORDINANCES GOVERNING
SITE EROSION AND SEDIMENT CONTROL AND THE APPROVED
EROSION CONTROL PLAN FOR THE DEVELOPMENT.
V) BUILDER SHALL NOT ALTER ELEVATIONS OF ADJOINERS LOT.
BUILDER TO ENSURE SEDIMENT / EROSION DOES NOT LEAVE
THE LOT.
VI) THE OVERALL SELF MONITORING PLAN AND PROCEDURES AS
APPROVED FOR THE DEVELOPMENT SHALL BE USED IN
CONJUNCTION WITH THIS PROPOSED SITE PLAN.
VII) BUILDER TO OBTAIN A REFERRAL FROM THE DEVELOPER FOR
THE "QUALIFIED INDIVIDUAL" IN CHARGE OF THE
MANDATORY STORM WATER POLLUTION PREVENTION SELF
MONITORING PROGRAM FOR THIS PROJECT SITE. BUILDER
TO ENSURE THE NECESSARY DOCUMENTS PLANS AND
PROCEDURES ARE IN PLACE PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
VIII) BUILDER IS RESPONSIBLE FOR INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL
MEASURES UNTIL SITE IS STABILIZED.
ZONING
ZONED: S -2 /RESIDENCE
MINIMUM FRONT YARD: 35'
MINIMUM SIDE YARD: 10'
MINIMUM REAR YARD: 20'
(THESE ARE FOR A SINGLE FAMILY
DWELLING)
PAGE 4 OF 4
SOURCE OF TITLE
INSTRUMENT NUMBER
200600070985
DOCKET NUMBERS,
NITS
MAINTENANCE:
INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF
FENCE FABRIC TEARS. STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED
SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST
POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN STABILIZED REMOVE THE FENCE AND SEDIMENT
DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
PROVIDE APPROPRIATE TRANSITION —
BETWEEN STABILIZED CONSTRUCTION
FNTRANC:F ANr) FYICTINC: PAVFMr'NT
STABILIZED CONSTRUCTION ENTRANCE
NITS
MAINTENANCE:
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND
AFTER EACH STORM EVENT OR HEAVY USE. RESHAPE PAD AS NEEDED
FOR DRAINAGE AND RUNOFF CONTROL. TOP DRESS WITH CLEAN STONE
AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR
WASHED ONTO PUBLIC /PRIVATE ROADS BY BRUSHING OR SWEEPING.
FLUSHING SHOULD ONLY BE USED IF WATER IS CONVEYED INTO A
SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT
IMMEDIATELY.
WIRE
NOTE:
FILTER FABRIC
WOOD POST POSTS SHALL HAVE A MINIMUM LENGTH OF
36 INCHES PLUS BURIAL DEPTH. POST MATERIAL
FLOW
SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL
BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE
DURING INSTALLATION AND TO SUPPORT APPLIED
LOADS.
FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC
CONSISTING OF STRONG, ROT RESISTANT,
.
MATERIALS RESISTANT TO DETERIORATION FROM
ULTRAVIOLET AND HEAT EXPOSURE.
EXTEND FABRIC ac
CV
WIRE TO 4' BELOW
SURFACE
SILT FENCE
CONSTRUCTION
NITS
MAINTENANCE:
INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF
FENCE FABRIC TEARS. STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED
SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST
POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN STABILIZED REMOVE THE FENCE AND SEDIMENT
DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
PROVIDE APPROPRIATE TRANSITION —
BETWEEN STABILIZED CONSTRUCTION
FNTRANC:F ANr) FYICTINC: PAVFMr'NT
STABILIZED CONSTRUCTION ENTRANCE
NITS
MAINTENANCE:
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND
AFTER EACH STORM EVENT OR HEAVY USE. RESHAPE PAD AS NEEDED
FOR DRAINAGE AND RUNOFF CONTROL. TOP DRESS WITH CLEAN STONE
AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR
WASHED ONTO PUBLIC /PRIVATE ROADS BY BRUSHING OR SWEEPING.
FLUSHING SHOULD ONLY BE USED IF WATER IS CONVEYED INTO A
SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT
IMMEDIATELY.