HomeMy WebLinkAbout0743.97.1VkW UGW & MAILBOX TO BE
INSTALLED PER SUBDIVISION
COVENANTS & RESTRICTIONS
Varies
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Standard Side Swale
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Lot 105
Seeding
Erosion Control Blanket
(North American Green
S 150 or Equal) �(
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(Lot 104)
17,626 Sq. Ft.f °•
5'
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(Lot 106)
756.9 J
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6" Min. Turn DownO"g.
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STRAW BALES TO BE USED
II WHERE OFF 75
61
4 STExistin g Grade ND O p STORM S EWERS. MEETS TO KEEP /
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Erosion Control Matting Detail
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Scale: 1 " =30'
1 -ok OEWALK TO BE 6" THICK THRU
X22 � .IIVEWAY. EXPANSION JOINT MATERIAL
„k 'o ''O BE USED BETWEEN WALK AND CURB.
%,ALK AND DRIVE AND DFUVE AND CUPS
757.7 J
IF roNirRFTE IS USED IN DRIVEWAY.)
757.4
c. i
755.9
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pass
`LOO OO ebb \es�ore
cvp
ALL MUD IN STREETS FROM
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TRUCKS
LEAVING LOT TO BE CLEANED
Sewer
AT THE
NOTE: END OF EACH DAY.
fin.
1. It shall be the contractors responsibility to determine the exact
Legend
location of all existing utilities in the vicinity of the construction
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area prior to starting any construction.
2. It shall be the contractors responsibility for notification and
844.7
Proposed Elevation per Site
coordination of all construction with the respective utility
Development Plan
companies prior to starting any construction.
Drainage Flow
3. This drawing is based on construction plans or record drawings
®
Manhole
and is not based on a field survey. Contractor should verify existing
U.&D.E.
Utility & drainage Easement
conditions prior to survey.
3. The Contractor shall provide adequate erosion protection measures
B.L.
Building Setback Line
during construction.
Centerline
a. Riprop at location designed on the plans
F.F.E.
Proposed Plnish Floor Elevation
b. Swales draining the site shall be mulch seeded or sodded and
756.00
Existing Spot Elevations per site plan
Contractor shall be responsible for establishing grass cover.
—G—
Buriru Gas line
c. Finished seeding and /or sodding shall be completed as soon
E
6
Electric Transformer
as practical during construction.
Proposed Elevation shown per grading plans for STONEWICK and if
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Telephone Pedestal
construction accordingly will provide adequate drainage for subject and
adjoining properties.
Property Description: PLOT PLAN
PLAN
Lot 105 in Stonewick Section 2 the plat of which is recorded in Instrument #9534419,
Plat Cabinet 1,
Slide 543 in the Office of the
Recorder of Hamilton County, Indiana.
Property Address: 11900 Febbt6si-one Pass
This is to certify that the subject property does not lie within that Special Flood Hazard
Area Zone "A° 9s said tract plots by
graphic scale on Community Panel Number 180159 0020D of the Flood Insurance Rate
Maps, effective
date of June 3, 1988.
Date of Survey. June 19, 1997
Certified: June 23, 1997 &M R MUST COMPLYWn ALL
FINANCES GOVERNING WE EROSION
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SPE XMCLo SFo ,a ,,C)R
HAHN &
ASSOCIATES, INC.
ENGINEERS & SURVEYORS
2850 E. 96th Street • Indlonapotis, IN 46240
Phone, 846 -4119 / Faxi 846 -8528
ARP0%)E0 hS Ab7'E b
;• No.
_ f#3 M77
�Ca STATE 0f
Richard A. O'Brian, Registered Land Surveyor, Indiana #8800 1 ?7 �j��til�llllllittt',
Job #970618
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