HomeMy WebLinkAbout0845.95.10
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SCHNEIDER
EN�-INEERING
C�RPORATION
LOT # 54
23,902 SF
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NOTES: ��
00.0 PROPOSED GRADE PER SUBDIVISION PLANS
00.0 EXISTING GRADE PER RECQRD DRAWING
�� 00.0 � EXISIING CONTOURS
-00.0- � PROPOSED CONTOURS
i
DENOTES LOCATION PER RECORD
* DRAWINGS. CONFIRM BEFORE
CONSTRUCTION 6" SAN. LATERAL
AND WATER SERVICE LINE.
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 MUO OFF OF
STREETS AND OUT OF STORM SEWERS.
ALL SER VI CE LATER AL
CROSSINGS AT CURB ARE STAMPED
SA= SANITATY SEWER
SS= SUBSURFACE DRAIN
W= WATER
LOCATION OF UTILITIES ON PLOT PLAN
ARE GENERAL LOCAl10NS PER PLAN
AND SHOULD BE VERFIED IN THE FIELD.
SIDEWALK TO BE 6" THICK THRU
DRI.VEWAY. EXPANSION JOINT
MATERIAL TO BE USED BETWEEN
WALK AND CURB. (WA�K AND DRIVE,
AND DRIVE AND CURB IF CONCRETE
IS USED IN DRIVEWAY.)
NO DRIVE SHALL BE PLACED CLOSER
THAN 2 FEET TO A LOI� UNE EXCEP,T
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 DEVE�OPMENT
OF ANY DISCREPANCIES.
767
768.5
PLOT PLAN PREPARED FOR
PREMIER CUSTOM HOMES
PLOT PLAN LOT � 54
WINDPOINTE
SECTION THREE
INSTR. # 94-21443
PC � 1 SLIDE � 413
12123 WINDPOINTE PASS
3020 North Post Road
Indlanapolis, Indiana
46226-0068
317-898-8282
317-899-8� 10 FA�
317-895-28�3 RESIDENTIAL
SURVEYING FAX
Engineering
Surveying
GIS • LIS
Geology
N OTE:
BUiLDEK MUST PLACE SILT Fk.NCE ACROSS ENTIRE LOT A DISTANCE
OF 15 FEET FROM EXISTING ASPHALT WALK PRIOR TO CONSTRUCTION.
ABSOLUTELY NO GRADING SHALL BE DONE BETWEEN SILT FENCE AND
LAKE.
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ASSUMED NORTH
SCALE 1" = 20'
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4'� SCOPF � �.� SL�pE'
TYPiCAL SWP�LE SECTION
EXISTING LAKE:
NORMAL POOI. ELEV. = 765.00 pRppOSED
100 YR. FLOOD ELEV. = 766.06 EDGE �F WATER
766
• • •
768
... 149.g��
6 ASPHALT PATH 769
20' DE,PE & LAE
- - `-r ` j�, -- -
- 775
- �--- -----'777
770 _ - -- -:. --_ - =_'-"_� -,'��g
- - SiI.T FENCE -
776 65.1' 781
778 _ -
780 - �;--.�. --�---- ---- , �
782
��� �j� ^�
77.0 ^�^ ^� 783
�d'�a �W� -�� 77.0 83. 4 ^ 0 83. 0
EX. �) �� 85.5 Za' X 12 ��,�o.2s s?� �`b� ��, ,� 83.2
83 � � WOOD DECK
��' � 5. 9S `�' � � ^�b
o, �� 8�" i� 24.50' � iD•
h• co 10.83' M? °' I
s N � � 4.28' e /
8�'2.40� � 80• .,
� � SU MP �
� `f' gSMT. F.F.E. = PROPOSED P��P
N �'RM & �ASY N
� �' 777.5 RES. F.F.E.= •
78�.5 '� �
� g.33' `t
� �
� � �
r-- � .
M 4.33' �
"' 15.�'
M TNREE CAR
GAR. F.F.E.= M 84.0
22.33' a0
7s4.o � N 83.0
30� POR. � 17.00' �
2.00'
33.5' �
o � '
N � �� 83.5
`' 24.s�' 83.8
�1 -. �- 40' BL ���Nt��in�
83. 5 83.5 J � � ��•�`a�� b�s �q F�
83.5 83.5 � .•�.�'.�,'� Fd :`�i�
/ * � � � NO '•:y
�
3.5' � 6� 41 / �,o� 9d01��1 .���
D R I VE ,�� STATE OF ., ��
_^ _ -- ----------__ ��'y���`5;��:OtAN*���.i�
''�.,�i'�U M A1- � ,�'
PROPOSED ` AS-BUILT , � � � p� M� �
HYDRANT � LATERAI.� � 15 DU & SE
STOP HERE � � � 7. '
� 6 � 82.$ 9/���
81.7 4 WALK 82 8
81.7 � APRON - ' - ' -
--
=r---� WATER 5' PER PLAN ROLL CURB
SSD LINE
�-- --
`- WINDPOINTE PASS '�-
50� R�W FINAL PLOT I�LAN
9/1 /95 RGE
PRELIM. PLOT PLAN # 2
8/30/95 KLH
R �-
SA� T.C. = 783.72
PER SAN. SEWER
RECORD DRAWING
PRELIM. PLOT PLAN # 1
JOB � 95-1554--14
9/1 /9 5 R G E
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