HomeMy WebLinkAbout0845.95.1 (2)0
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SCHNEIDER
ENGINEERIN�
C�RPORATION
LOT # 54
23,902 SF
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NOTES:
00.0 PROPOSED GRADE PER SIJBDIVISION PLANS
00.0 EXISTING GRADE PER RECORD DRAWING
� 00.0 ----� EXISIING CONTOURS
—00.0— -- PROPOSED CONTOURS
/
DENOTES LOCATION PER RECORD
30�0 North Post Road
Indianapolis, Indiana
46226-�068
31'7-898-8282
317-8J9-8010 FAX
31'7-8J5-28�3 RESIDENTIAL
SLTRVEYING FAX
Engineering
Sur�eying
GIS • LIS
Geo�ogy
NOTE:
BUiLUEK MUST PLACE SILT FENCE ACROSS ENTIRE LOT A DI�iANCE
OF 15 FEET FROM EXISTING ASPHALT WALK PRIOR TO CONSTRUCTION.
ABSOLUTELY NO GRADING SHALL BE DONE BETWEEN SILT FEN�E AND
LAKE.
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4' � SCOP R 4. � 51..�pE
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* DRAWINGS. CONFIRM BEFORE V1►HERE ASSUMED NORTH � swA� sECr�orv
CONSTRUCTION 6" SAN. �ATERA� �RqW BALESTO BE USED SCALE 1" = 20'
AND WATER SERVICE LINE. EE�ED TO KEEP �V� � ERS. STREET�
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AND OUT OF STORM S ,
ALL MUD IN STREETS FROM TRUCKS
LEAVING LOT TO BE CLEANED AT
THE END OF EACH DAY.
STRAW BALES TO BE USED WHERE
NEEDED TO KEEP MUD OFF OF
, STREETS AND OUT OF STORM SEWERS. 767
768.5
ALL SERVICE LATERAL ���
CROSSINGS AT CURB ARE STAMPED
SA= SANI:TATY SEWER �°'�O`� `'�`'"�"-
SS= SUBSURFACE DRAIN G�,.., -77g-
W= WATER �-Jg
LOCATION OF UTIUTIES �N PLOT PLAN 78'
ARE GENERAL LOCAl10NS PER PLAN `
AND SHOULD BE VERFIED IN THE FIELD. 782
SIDEWALK TO BE 6" THICK THRU
DRI.VEWAY. EXPANSION JOINT
MATERIAL TO BE USED BETWEEN
WALK AND CURB. (WALK AND DRIVE,
AND DRIVE AND CURB IF CONCRETE
IS USED IN DRIVEWAY.)
•�
•
EXISTING LAKE:
NORMAL POOL ELEV. = 765.00 pROPOSED
100 YR. FLOOD ELEV. = 766.p6 �pG� pF WATER
• • �
766
768
A/-� Q )
� � � _�--�--' 1 / 1 Vf ( l �
-
NO DRIVE SHAI_I RF pi qCFD G� nSFR �
,. . . -
: �"��.�'i . �� : . .. r� L�. i ii�YL �X�:Lr.,
WHERE�SAID LOT LINE IS ALSO A �
STREET RIGHT OF WAY LINE
THIS PLOT PLAN WAS PREPARED
BASED ON INFORMATION TAKEN
FROM RECORD PLATS, SUBQIVISION
PLANS, RECORD DRAWINGS AND
PLANS PROVIDED BY CLIENT. IT
IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY SITE
CONDITIONS PRIOR TO CONSTRUCTION
AND NOTIFY SCHNEIDER ENGINEERING
CORP. AND BRENWICK DEVELOPMENT 3.5'
OF ANY DISCREPANCIES.
,r�,!DECIlfr1LK TO GE �" Tt-iiCit T! :. ;J
DRIV�WAY. EXPA��S(ON J�Jl�VT P.1kT� �OSED
TO BE USED BETWEEiV 1�J�1LK AND �, ,.�
(WALK AND DR1VE AN� �F,i v� kfvD H�Yf}R AN T�
� CONCRETE IS USED IN DRIVEV',f„Y.} ,
_ 81.7
81. 7
PLOT PLAN PREPARED FOR
�
PREMIER CUSTOM HOMES SSo
PLOT PLAN LOT � 54
WINDPOINTE
SECTION THREE
INSTR. # 94-21443
PC � 1 SLIDE # 413
12123 WINDPOINTE PASS
SEP 0 5199�
ALL MUD IN STREETS FR�M TRUCKS
IEAVING LOT TO BE CLEANED AT THE
END OF EACH �AY.
SAN. S��R
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�-�i�=% :
�- 783
83.0
83. 2
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15.9'
83.5
83.8
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�v���'�p�ST`qF 'PcP
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�.�� 900u�1 ���
� 73 � STATE OF ; ,�
— ------- —_.,,__ ��'y��'��'�ho�a,N,!`•��\+�
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� � "` � �1ri���N(j N A�,���
�15' DU & SE
�, 117 '
.61
4'WALK 82.8 9�(��j
� 82.8
- __ -_._ _
i
�.,c,�,°
_WATER 5' PER PLAN ROLL CURB Qr�,�S ��
LINE �
— — _ (► � �
WINDPOINTE PASS �` �'t•��
, �
50 R�W FINAL PLOT PLA�1
9/1/95 RGE
� PRELIM. PLOT PLAN # 2
8 /30 /95 KLH
T. C. = 783. 72
PER SAN. SEWER
RECORD DRAWING
PRELIM. PLOT PLAN # 1
JOB � 95-1554-14
9/1 /95 RGE
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