HomeMy WebLinkAbout1076.99 Site Plan, ,,,.�:
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�',The' " • . �. , 12726 Hamilton �Ctossing� Blvd. Engineering
� Carmel; Indiena Surveying.
� Sclineider 46032 Lendscape Archilecture
I� COi'7� OI'dt10I1 317-574-3797_ GIS • LIS
?" 317-574-3799 FAX Geology
JPOSED ,GRADE
= CONSTRDCTION GRADE
fE5 LOCATION PER CONSTRUCTION '
DRAWINGS. CONFIRM BEFORE
'RUCTION OF 6"' SANITARY LATERAL
VATER' SERVICE LINE.
IN STREETS FROM TRUCKS
.OT TO BE CLEANED AT I
OF EACH DAY. .
,LES TO BE USED WNERE ; ,
� KEEP MUD OFF Of ;
aND OUT OF STORM SEWERS. ,
WATERre°JAP: i0 BE �
D � WITH' GRANULAR � >
TO WITHIN •10" OF
NZ I
JRB. m g '
JATER TAP TO BE RESTORED sroeM sew�R i U�'
IGINAL CONDITION PRIOR >
UG110N. I
TO BE 6" THICK THRU ;
EXPANSION JOIN7 . �
TO'BE':USED BETWEEN w � � '
CURB: (WALK AND DRIVE, �
�AND CURB IF CONCRETE � I
DRIVEWAY.) � �
PLAN WAS PREPARED ; �
INFORMATION TAKEN = � � ; I
�RD PLATS, SUBDIVISION ;
ORD DRAWINGS AND � i0 i�,
V1DED BY, CLIENT IT 0 i�
PONSIBILITY OF THE ; � � �;,— ,.aT=. ;
iR TO'{VE�R!FY�SITE `� rc k' �'� m� ;
FKIORF?,70nCONSTRUCTION • S� ;
' 1HE��SCHNEIDER ' O ; '
BRENWICK'DEVELOPMENT � I
i
CREPANCIES., ;
� �
I.A�iFRAI_� _ . _ � �__ _ _ �_ _ _ �I :>
AT CURB,ARE SIAMPED � ��1�
�RY SEWER ;
RFACE �DRAIN• ;
i � ,,
f UiILIiIES'�ON PLOT PI:AN �
1L LOCATIONS °ER PLAN �
wn�R uNE
� BE VERFIED IN THE fIELD. ' w u*-� '
�ACKFICL SUGGESTED �
_WAY AT SANITARY SEWER'
:NCH;I,WATER; LINE TRENCH CHAIRBACK �
HER EXCAVATED AREAS. cuae
J OCCURS)
;ONDARY'AREAS - WESTCLAY)
`. '35' ON LOTS 100' AND LARGER
.) 30'; ON LESS THAN 100' '
4GE: 50%
„
LOT # 434
SECTION .10005
VILLAGE OF WESTCLAY
' 16,482 S.F.
���
';''t,
NOTEi',`
CONCRETE�APROM TO MATCH
EXIS➢NG ALLEY. EDGE OF
PAVEMENT ELEVATION
p7;.�
D:s .if�e
ALLEY
�W .. 110.77'
I
— I�+ � —
�
ASSUMED NORTH
SCALE� 1" = 30'
- -�— iz
� 1 I � _12'.ALLEY —
--\� I m � � ESMT. �i
�I
� i;� 61.6'. . /
N I
a� <
�
� /
�.� \
N \ /�
i
I
CONCREIE
oeiv� �THREE CARo
— 2a.o' `GARAGE �
FFE= 900:8p
00.5 O(
00:1 � o(
24.67'
PORCHJWALK �
0
. o
, � oo:s �
;�oo.o
.o �
,;�
sti �v � -
� __�__ �
�e7 ��. PROP,OSED , ' _..„;�—..._-- „�
�-�;�M FRM &:MSYr �"s.si i� �
RESIDENCE �S cn
• FFE = 903.0 � J9.t'
'� I BSMT FFE = 892.4
. .,� I
�y
�
i
--r-
�51.67•. '` "" � tlyi�� �d'yti[
PORCH \ � -
� zo 0 10' DU&SE
---r —�— -- �—�-:—�—_.--
I ,s.o;N0008'09"W 85.Z7'
-•��--------r--
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. � .. ��� :r��t
� Y' r
'L4 U� �" " 5'wAuc 2'NAE'_ ;'
� . � 5. .��i i
� � �
�: ._,. � .
,. _. .J -v: i v i v
BROAD STREET`. .90� fl/W PERBPLANo
PLANTING,'�AREA
. ,t,
TC=898.G0
PER PLAN
. . ..;�, . .
�
IN
0
�
�
,°"��5 H L q S'��
`� .; c�iSrF.o �_ . '�'
� FOR� � -
_ CONSTRUCTION SERVICE _
,N LOT # 434 -
)F WESTCLAY SECTION 10005 . ��� � ��
� z�,.
�469fi6 PG'# �2 SLIDE # 297 � �:: � .
iAD;STREET � ` - �
� : ; ::a,` � .
�: :; �;; 4 ,e.
45ED ON:'CONSTRUCTION PLANS OR RECORD DRAN�NGS AND IS NOT BASED 11PON A FIELD SURVEY. THE SCHNEIDER'CORPORATION DOES� NOT
1RACY OR. SUFFICIENCY OF THIS INFORA1AilON. THE CONTRACTOR SHOULD �ERIFY EXiSTING CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY
D, UPON iH15 DRA':'hNG SHOULD BE REPORTED TO THE SCHNEIDER CORPORATION IAiME�IATELY; FAILURE TO DO 50 ��WILL RESUCT IN, THE
1MPTI0Y OF LIABWTY. . _ . .
JATION��DEPICTEO HEREON.HAS BEEN.�ETERMINED AND �ASED UP,ON THC PAU GRA�ES AND Ofi CONTOURS iAKEN EROM THE��CONSTRUCTION PLANS
iN. UNLESS STATED, NO WFORMATION ABOUT� FLUC7llATING WATER TABLES,. SOIL COYDIP,JNS CR SOIL TYPES'WIYHIN THE;� BUILDI�'G AREA HAS BEEN
ADJOINSNGDBODAES OF WATER� NMES4EA SNDY OF�MACTSFREVtAL�SFOT�HERW1gFATfObSUi2�\G THEAt�(CAVAPONT ROCESSHANY RROUNDWAL
D 0 � �.,
iNEI�ER CORPORATION SHOULD BE"NOTIFlED IMMEDIATELY THE BASEMENT EL_VATION 51'.DULD �E Gk!SC�. (2) FEET ABOVE THE GROUNDWATER
IAL'CONSTRUCTION TECHNIOUES SHOULO BE PICORBORATED TO ALLEV1AiE �UTURE F'R�BLEl,1S.
No.
9800085
STATE OF
u
B-ZS-99
,iOB � 99-3079-14
08%24/99 MG
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