HomeMy WebLinkAbout07100040 Plot PlanTHEREFORE SUBJECT TO ANY STATEMENT OF FACTS
REVEALED BY EXAMINATION OF SCHEDULE "A" AND
SCHEDULE "B" OF A TITLE POLICY.
Sm. µ4s
//^\\\\ TC - 902.40
5o ?' \ \
r SE' % ?AJ?
7,633 SO. FT.
D.U. 6 i \ SOIL
PROTECnON
i r AREA ?n
,
WI
vi
Jj
m
=10
O N
?I
I
LOW 2%
12,:58 SO. FT
°
w4
G
°O'
PROPOSED
C \
09 DWELLNG }.
\R
N ?7
? F.F.E. - 905.0
BA
\ \
!
SE. - 895.0
AGAR. - 901.0
Vol "
10' O.U. k S.E.
NOTE: THIS SITE PLAN IS BASED ON CONSTRUCTION PLANS OR RECORD
DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY. MILLER
SURVEYING, INC. DOES NOT WARRANT THE ACCURACY OR SUFFICIENCY
OF THIS INFORMATION. THE CONTRACTOR SHOULD VERIFY EXISTING
CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY DISCREPANCIES FOUND
UPON THIS DRAWING SHOULD BE REPORTED TO MILLER SURVEYING, INC
IMMEDIATELY; FAILURE TO DO SO WILL RESULT IN THE CONTRACTORS
ASSUMPTION OF LIABILITY.
NOTE: THE BASEMENT ELEVATION DEPICTED HEREON HAS BEEN
DETERMINED AND BASED UPON THE PAD GRADES AND OR CONTOURS
TAKEN FROM THE CONSTRUCTION PLANS FOR THE SUBDIVISION. UNLESS
STATED.-NO INFORMATION ABOUT FLUCTUATING WATER_ TABLES, SOIL
CONDITIONS OR SOIL TYPES WITHIN THE BUILDING AREA HAS BEEN
PROVIDED OR STATED ON SAID SITE PLAN. IF DURING THE EXCAVATION
PROCESS. ANY GROUNDWATER IS WITNESSED ADDITIONAL
CONSTRUCTION TECHNIQUES SHOULD BE INCORPORATED TO ALLEVIATE
FUTURE PROBLEMS.
-1 00c11 A ACC1?%CO 070CCT
\s t . 0+45
TC - 900.30
\lA
O
?J z o
° °. 0 p• ?4J \!!
t \ \
9t
\ N °
in t
Locr as
16.392 SO. F -T.
1
t \
LEGEND
1mfi im-ur l
GRAPHIC SCALE
0 20 40 80
SCALE : 1" = 40'
SITE PLAN
JOB NO. 831986
Q = STABILIZED CONSTRUCTION DRIVE
® = PERMANENT SEED / SOD IMMEDIATELY
AFTER CONSTRUCTION
B.L. = BUILDING LINE
D.U. & S.E. = DRAINAGE UTILITY & SEWER EASEMENT
DESCRIPTION
LOT NUMBER 25 IN THE VILLAGE OF WEST CLAY,
SECTION 9003 AS PER PLAT OF SAID ADDITION
RECORDED AS INST. #200600000421 IN PLAT
CABINET 3 SLIDE 800 IN THE OFFICE OF THE
RECORDER OF HAMILTON COUNTY, INDIANA.
PAGE: 1 OF 2
S0083
No. A""'l &
STATE OF ^
A WAT [MAI WILL MINIMIZL LHUJIUN.
2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL
ORDINANCES THAT APPLY.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE
AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING
THE SITE.
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE
INSPECTION.
5. SEDIMENT LADEN WATER SHALL BE DETAINED BY
EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE
SEDIMENTATION IN THE RECEIVING STREAM. NO STORM
WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER
THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
6. WASTES AND UNUSED BUILDING MATERIALS SHALL
NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY
STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES
AND UNUSED BUILDING MATERIALS IS REQUIRED.
7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE
ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUM-
ULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH
WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE
SITE FOR DISPOSAL
8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION
CONTROL DEVICES SHALL BE COLLECTED AND RE-
DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND
AT LEAST ONCE A WEEK.
9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE
INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS
SHALL BE COVERED WITH FILTER FABRIC.
10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC.,
WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND
DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON
SITE. (HOMEOWNER SHALL CLEARLY MARK ANY EXISTING
TREES OR STRUCTURES THEY INTEND TO KEEP)
11. SCHEDULE OF EARTHWORK ACTIVITIES:
a) THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE
AREA SHALL BE STABILIZED AS SOON AS POSSIBLE.
TEMPORARY VEGETATION OR MULCHING SHALL BE USED
TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION
CANNOT BE SEEDED WITHIN 15 DAYS OR ACTIVITY
CEASES FOR MORE THAN 15 DAYS OR AS DIRECTED BY
THE ENGINEER.
b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM
MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL
OTHER TIMES OF THE YEAR. PERMANENT AND FINAL
VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES
SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER
FINAL GRADING OR AS SOON AS POSSIBLE.
SEASONAL SOIL PROTECTION CHART
srAeuuTO!
mACna rA. FQ MAR. A[0. MAY A AAY AIw. mT Nw. DEc
.ANE,n
®
c A • n ///n // r
s
M
11MIA11
sFmNc n
nuwnAm
B®INC a A• /^/
ramNC /// /// /
A - VN.C cal va 4 Iw Ins/A aQPNC I rf30{ la lB5/APC'
rW5 x ltl5 e1Mr MY181/Adr a Am AYaY. n1£LM4 'A l?/AUi
B - I "N ' HWOUS' IA INS/AEI: UrIIAIa l? fEAUC 12C IHi/AaF-
PWS x 1015 am* W101/A a Aw Ag1uK M. .fO M/A
C - IiA1F1C aTS ] MIMEIE/AdE
D - TACT a RIE t SISFEl9/AIDE
E - AMIIN. RRFRASS b Iffi/Aaf ( 1 wp. SD. FT.)
Ea
F :9M
B smw Y T lU5/A
•A/• - Val" w H 0MaN0 Alva, Am/a mm?Mrn
» - iWanw Na FOR f ro ] Y S ARR M VMB SOD
1STU11HFMf SEEWR
SEFOBEO NEPARARON FOR
I.RR BIa TI B[loeRE W AAO NaaR11R IE1ns
(fY,NLT IYANfT nw a mvaAmc Cnmaol ara ran Assswa Ao
su ArTwAT1oA FaIBNw AvAAAas m1HA Mawm)
s r 90l pN a M A9[ ra wr ? TO E s®m. IMIr UZ AOOnwt
m mT RaRBIDDATIMR
1 FE1IiAla A HF2CYOO6 h M Ha 161. r mlAO W HAT NINE W®D1
Anne m-eoo Y./AOC a la-It-n AHArse. a ronvAUrr. rvrnum.
F. WL 1SIP NL TO WU` A IAiBIM B®. rAlaO M FTNaIIIn ue U( Mm
M SAR E-A R E® 1NM A M OR A BAR PPAm AIMIS M n
W! B nmaaa Al amaRIFa MrAS IAOlr ro BE 6G ra 15 Mn 11L IIAw SRAM
srAaaAVpl AFMIm. Brol 1rA1HG1 m61IOr5 Aaron AW a1Bw1AOI v aAs
mI n/AC MAa 4 R I® m OrRR M6rD srAaYAmI RSMmOFn AR YET.
I wR wwcx eras roan w+
ATIXaIE r WInrACI1AYV
F
iARMC Mmnr15AIM5
Ra
No D
FILM RABIC Y®,ml
YNWY IEXCIY K
VIAL
I s SA BUCI
x 04 NL1
CdM1I POer /L
JO K MATERIAL
RYS
FLOW ME
auu a woaD. mm a eMNFM. AMI RIALL
sm>, TR R1561 BAMAa
M o<sAr
.
aAmc .V.. D
NP ro swal AA'lAn
Lam
rur e a A Aonl aanxnc FA
' - m5snne v BIAaa noT AFSSANI,
,,,,I
.
7
YA1mAAS n?rwT TP ¢Tww,na, rncY
I I LL1MN4£f AIO MGi [ASBIRE
I
1
moo rAeea j
E
Mr roralw
SILT FENCE CONSTRUCTION
NTS
YANTENANa:
INSPECT WE SILT FENCE PEWOWI Y AND AFTER EACH STONY EVENT. If
FENCE FABRIC TEA STARTS TO OEWIFPL OR N ANY WAY FIE ES
INEFFECTIVE. REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED
SWUM MEN IT REACHES HIALE THE HOWT M THE FENCE AT ITS LOWEST
PONT OR IS CAUSING WE FABRIC M WAGE . TARE CARE TO A%00
NOEIIINNO DIE FETICE DURING CIEARO1T. AFTER WE C WIWIINO
DRAINAE AREA HAS BEEN STAIIIIID REMOVE THE TERM AND SEDYE]RT
OEPOSITS, WINO THE aSNINFD AEA M ORAc. AI) STABium.
DasnM awlo-?
STABILIZED CONSTRUCTION, ENTRANCE].
NTS
MAINTENANCE:
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND
AFTER EACH STORM EVENT OR HEAVY USE. RESHAPE PAD AS NEEDED
FOR DRAINAGE AND RUNOFF CONTROL. TOP DRESS WITH CLEAN STONE
AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR
WASHED ONTO PUBUC/PRIVATE ROADS BY BRUSHING OR SWEEPING.
RUSHING SHOULD ONLY BE USED IF WATER IS CONVEYED INTO A
SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT
SECTION 102.07 NOTES
1) BUILDER TO INSTALL TEMPORARY CONSTRUCTION ENTRANCE
PRIOR TO ANY EARTH DISTURBING ACTIVITY.
11) BUILDER TO INSTALL SILT FENCE OR APPROVED EQUAL.
BUILDER TO INSTALL AND/OR MAINTAIN INLET SEDIMENT
PROTECTION.
111) BUILDER TO CLEAN MUD FROM STREETS AND ALLEYS DAILY.
CLEARED SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED
ON IN A MANNER COMPLIANT WITH ALL STATUTES AND
REGULATIONS.
IV)BUILDER MUST COMPLY WITH ALL ORDINANCES GOVERNING
SITE EROSION AND SEDIMENT CONTROL AND THE APPROVED
EROSION CONTROL PLAN FOR THE DEVELOPMENT.
V) BUILDER SHALL NOT ALTER ELEVATIONS OF ADJOINERS LOT.
BUILDER TO ENSURE SEDIMENT / EROSION DOES NOT LEAVE
THE LOT.
VI) THE OVERALL SELF MONITORING PLAN AND PROCEDURES AS
APPROVED FOR THE DEVELOPMENT SHALL BE USED IN
CONJUNCTION WITH THIS PROPOSED SITE PLAN.
VII) BUILDER TO OBTAIN A REFERRAL FROM THE DEVELOPER FOR
THE QUALIFIED INDIVIDUAL" IN CHARGE OF THE
MANDATORY STORM WATER POLLUTION PREVENTION SELF
MONITORING PROGRAM FOR THIS PROJECT SITE. BUILDER
TO ENSURE THE NECESSARY DOCUMENTS PLANS AND
PROCEDURES ARE IN PLACE PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
VIII) BUILDER IS RESPONSIBLE FOR INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL
MEASURES UNTIL SITE IS STABILIZED.
SITE PLAN
PAGE: 2 OF 2
JOB NO. 831986
AAMVTVUUIINR4p,AAA
No. o •:?9 ;
S0083 =
STATE OF
I HEREBY CERTIFY THAT THE DRAINAGE WAYS, PAD ELEVATIONS,
AND EROSION AND SEDIMENT CONTROL MEASURES ARE CONSISTENT
WITH THE OVERALL DEVELOPMENT PLANS
A _