HomeMy WebLinkAbout0984.98 Site Plan
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THE
SCHNEIDER
CORPORATION
YARD LIGHT 81 MAILBOX TO BE
INSTAlLED PER SUBDIVISION
COVENANTS a RESTRICTIONS
AUG 101998
3020 North Post Road
Indianapolis, Indiana
46226-0068
317-898-8282
317-895-2803 FAX
Engineer:ipg
Surveying
GIS . LIS
Geology
~OTES LOCATION PER RECORD
AWINGS. CONFIRM BEFORE
NSTRUCTION 6" SAN. LATERAL
D WATER SERVICE LINE.
4: I S
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APPROX. LIMITS OF FLOODWAY
PER FLOOD BOUNDARY MAP #
l80G8l-DDOge (REVISED MAY 19, 1981
NOTE:
THE 8ASEME~'T ELEVA TlON DEPICTED HEREON HAS BEEN DETERMINED
BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM.THE
CONSTRUCTION PLANS FOR TrlE SUElDIVlSIOr-..'. UNLESS STATED, NO
INFORMATlON ABOUT FLUCTUATING WATER TABLES, SOIL CGNOITlONS C
SOil TYPES W1THIN THE BUILDING AREA HAS BEEN P.'\OVlDED OR STA~
ON SAID PLANS. IT IS RECOMMENDED THAT BASEMENT FINISHED FlO(
ELEVATIONS BE AT LEAST (1) FOOT ABOVE THE NORMAL peOL [LEVA
OF ANY ADJOINING 80DIES OF WATER UNl'::SS A STUDY OF FACTS
REVEALS OTHERWISE. IF DURING 1nE EXCAVAllON PROCESS, ANY GROUSQ'....
IS \'i1TNESSEO, THE SCHNEIDER CORP. ShOULD BE I\'OTlflEO IM,~EDIA EL Y.
THE 8ASEMENT ELEVATION SHOULD BE RAISED 2' ABOVE Th::: GflOUr.'DWA .::R
AND ADDITIOI\'AL COr.:STRUCTION .ECrlI\'IQUES SHOULD ,E INCORPORA TEe 10
FUTURE PR03L:::MS,
3:
PROPOSED GRADE
GRADE PER DRAINAGE RECORD DRAWING
SlO?t.
4'.\
/
_____75J-
JLAR BACK~LL SUGGESTED
, DRIVEWAY AT SANITARY
LA TERAL TRENCH &
: LINE TRENCH
TYPICAL SWALE SECTION
~------~-------7:
c5<
7:
~UD IN STREETS FROM TRUCKS
NG LOT TO BE CLEANED AT
:ND OF EACH DAY.
FRINGE
TO BE
NULAR
10" OF
----- STRAW BALES OR SILT FENCE
SHALL BE Ir-..'STALLED PRIOR
TO CONSTRUCTION.
HEADWALL WITH
FLAP GATE
INV. = 744.27
o BE RESTOREDER PLAN 7 .'
ITION PRIOR -----r:.'
~~o~
ALK TO BE 6" THICK THRU ?"\~ ~
WAY. EXPANSION JOINT
"AL TO BE USED BETWEEN ~
AND CURB. (WALK AND DRIVE, ~-
)RIVE AND CURB IF CONCRETE
ED IN DRIVEWA Y.) ~eE. C1.')IO~LI~& # 2
STORM SEWER
NO~
,
,IVE SHALL BE PLACED CLOSER
2 FEET TO A LOT LINE EXCEPT
: SAID LOT LINE IS ALSO A
T RiGHT OF WAY LINE
'\
,\'OTE:
ChECi< VALVE
MAY BE NEEDED
ON SAr--.: LA 1t:RA
PLOT PLAN WAS PREPARED
) ON INFORMATION TAKEN
RECORD PLATS, SUBDIVISION
;, RECORD DRAWINGS AND
; PROVIDED BY CLIENT. IT
E RESPONSIBILITY OF THE
,ACTOR TO VERIFY SITE
TIONS PRIOR TO CONSTRUCTION
,OTIFY THE SCHNEIDER
AND BRENWICK DEVELOPMENT
JY DISCREPANCIES.
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, -,=_DRIV[ DIJ "j '0
>--"6':---- <f S(' '-.... ""-
',~ "'.
WINOPOINTE PASS:. '~Pl/o^, 6';>~ '.', 'Co-
50' R!W ______ f;;;' 19~~?s" <?;)l
-- V V WArtR LINt ,/AN," I/o"
NOTE: GARAGE F.F.E. IS ........... CIJ
PROPOSED TO BE 7.6' ABOVE CURB v...... "-.. 1/&
AT LEFT DRIVEWAY PER PLAN. ......
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c"
w;<CE'n: .,.
G"R f
759.9
--
E RESIDENTIAL DISTRICTS LIMITING
IT TO TWENTY-FIVE (25) FEET, A
JNG MAY BE INCREASED IN HEIGHT
1IRTY-FIVE (35) FEET PROVIDED
SIDE_AND REAR .YARDS. ARE_
:ASED AN ADDITIONAL FOOT FOP-
FOOT SUCH' STRUCTURE EXCEEDS
TY-FIVE (25) FEET IN HEIGHT.
:ARMEL ZONING ORDINANCE 26.1.1.
nON OF UTILITIES ON PLOT PLAN
3ENERAL LOCATIONS PER PLAN
SHOULD BE VERFIED IN THE FIELD.
;ERVICE LATERAL
SINGS AT CURB ARE
SANITARY SEWER
SUBSURFACE DRAIN
lATER
~ ~SAN
~ StWtR
1523194.14'
52.31. 4'WALK
-II
75
STAMPED
/I
ff
BUIlDER MUST COMPlY WITH All
ORDINANCES GOVERNING SITE EROSION
--'~IMr:NT CONTROL
F UK 'SE'l' ....eu:>s&:o tJUFoA.t-At>.TION
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"'~ ",,,,, ............. -t/(_ ".
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,; ; 01;(,["('')8 ; 2
:1 ! ~J.....J' ~J,_ i ~
~j.~ \. ST.~TE OF .,/ .~'f;'~f
';J~,.""..I^ ~/..!f.~ NOTE:
"'\f:s;:;.:v,P..if.:'~-'~&~f' LOT # 35 LIES PARTIALLY IN -,00 YEAR
"';;'II;';.~pNAl ~~;,',. ~ FLOOD ZONE "A" PER SCALED [)ISTANCE
(. '"'~'\'" J!:'ROM FLOOD INSURANCE RATE Mf,P #
, "j ~ 180081 0009C MAP REVISED MAY 19, '198
(',:{l&. BFE = 750.9 ..'
B-/1..--"~ oTEO JOB # 98- 2798-1
J>:/:O'iEI7 A:' '" 0 8 / 1 0 / 9 8 J S P
NOTE: GARAGE r.F.E. IS
PROPOSED TO BE 6.6' ABOVE
CURB AT RIGHT DRIVEWAY PER ?LAI\'.
JT PLAN
\j LEY H OM ES,
)T PLAN LOT
IDPOINTE
~TI ON 2
TR. # 9349813
# 1 SLIDE # 363
09 WINDPOINTE PASS
PREPARED
INC.
35
q ~ 0 ~~ ;(E ~DRA'T
-"
,
THE LOWEST ADJUSTED GRADE
AROUND THE STRUCTURE SHOULD
BE EQUAL TO OR ABOVE 752.9 I'J.G.V.D.
(FLOOD PROTECTION GRADE)
NOTE: