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CUT SQUARE
IN LP BASE
ELEV:768.76
DAY DRIVE
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LIMITS=1,435 S.F.
M.E. 767.39 M.E. 767.63 I IcP 6 cp cA c9 /F 6 off-oH-oH=0H10"' Ho-HO�pd o-Ho 0-r��Ho-HO o-Ho �7p6o
c 6'� 9 6'� 6'� °�� "`�LIMITS=504�S.F. LIMITS s� W ppr� d' �1 p 9 767.95jPS S i9 3zX Sc xx �� d'Y �� / �� cp II" v' `Ss �p 767.45 M.E. �p v'- i9�
x sawcu 76 30 rn CSAWCUT
6'6� 5 x6 LANDING s s �� 06� / �. x `r 6' d�
6' 6,\ LIMITS cP i� m d . �� j x 6� Q 6'� e e o /
s rn (MAX. SLOPE 2.0%) so 6cP 6'cP '�''p� s� rn� x N ;.. r.X• 767.45
op o \ - 6'� 7s7.7s •,..:
5 x5 LANDING �. o a 6' rn o�' M.E. 767.26 .•:•.�:%�: C•;.;:I.
cp010 767.30
/ (MAX. SLOPE 2.0%) 0 6'
,d(zo cS' 37 770.44 M, cp p 6'
o I x x x 37 TOTAL DISTURBED -768- o,
5 WIDE A.D.A. 0C o �'' r, 0 ° o cP o
0 6 6' �% 767.67 768.02 M.E. &. 61 $ �>
s� s ss o . HANDICAP RAMP AREA 0.11 ACRES �- ' �'`� �'� x
6' 6' 6, M.E. 767.00 M.E. 766. 6' 6' x o 0
�p ® / 0 767.76 HANDRAILS (1/12 cP cp cP Q' cP �` /WL ,
I"I'1 rn x x x
rn= I �'' 5 x5 LANDING o 7s8.o3 soo r'r, os j s o�, oo d'
�� x ' ` FLUSH WITH 767.90 M E - p`s p6' 6'6, SAWCUT d.06, �cP o p 60r'
of
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LIMIl�i=Ijb1l SF.�s .l 'ti {f�� 'fvf y�f f `I ``` F/4� '�F'i
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ .. . �I ® • _ _.1►� •' s.;{ ; f • �� O .1 I11 ••
• T: • • • • c • • • • ^tea • • al • • • w�c .cam I' - a �r - -
m 0 x f / 6�M.E. F.F.E. = 770.0± SITE -1.97±ACRES �S
o s o �, PAVEMENT CONC. °
� dsLOPE 2.0% o LIMITS
� z 0 (MAX.( ) .. -� o .I (SOUTH)(1.80± GARAGEFLOOR �;�
U, o� o� p � ACRES LESS EX. R/W) �, x j ys p
00 DI x ELEV = 768.2± NORTH x x I
r 0 0 : EXISTING BUILDING (NORTH) ��x��� BLS x I
I'Tl I C p� per. 6' 6' 00, I
0�
o I �,� ���, 15,265 S.F. (FOOTPRINT) ��sx 15
�s I CONSTRUCTION $ INSTALL SILT SOCK j I
x6'� PS 1"a ' 768.31 M.E. 6' Ls
s INLET PROTECTION (TYPICAL FOR LIMITS=1,445 S.F. 768.1t � ���, x 3?' OVER PAVEMENT _�,
D m ALL EXISTING INLETS ADJACENT 767.9, Epp �,y5 x �� �,
r m c5 y 'W6 ° . \ 6' pWxs x s p x
r I - TO CONSTRUCTION SITE) s $ ° _ •.' ' '. x' - a' �' �� I
x GARAGE LS ��,�
:� c5 aX, 768.00 X 6' 6'� O s J
PS 767.50 M.E. pp�6� o d' - - .0 6' o x x
6'. �z p s cS S 9 0 i
�o \ �' N RAMP Ill) MAX FLOOR d Arno s - /w1 r' rn 6'
m 2 ��� �o'� CONCRETE WASHOUT, & 76737 ��' ) CONSTRUCTION low pEs �,LS I y
D I \ PORT-O-LET LOCATION s s s x s S 767.36 ELEV = 768.0± �. j LIMITS=124 S.Fs js JL x
TOP -OF -CURB S 767.36 M.E. 6+ %f� x / 4
r s ELEVATION = 765.94 x x x 767.74 M.E. x x: cS �p /Wy pj 6' I x 6,
�p pj �'cS 6'� 6'� 6'� 767.86 (EAST) 6 �. 15 6' cP �� op
y 6' 9 V-S 6, cp cp �j I 6 66, x o /c9
6 767,36
ST STM STMf� STM ST STM- STM- ST S 'STM ST STM- S �M ST ST ST&- STM ST T STM-STM-STM- -STM- ST TF1 STM
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1 ; rn p 768.1 1 - ■ p 0 0 1'f 1
` rn '�' 7 6CONSTRUCTION SAWCUT ■ o s rn�
0 767- x s x �s rn LIMITS-301 S.F. IMITS o 0 s
sjo jsj X� r'�� ° �j� �s 6'00s \
61
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\6' cn I a. ° 1� x U) 6' Q�7 c5 cn
6' 6' j tTi - x 6' x x .. .' a .' Jam' x x x x �� x� x
,7 \ ��� 6- 6' ss 6' 6'� ' 9�'
6's )7 6' 9� C9 O S dy J S S p� S- j ASS SS 81 �`S'6�? \S
`� MATCH EXIS NG 6'd' ! o\ pp
7.88
j ASPHALT GR DES 767.30 M.E. x x �$x
6' 06 (501, 6' 6, 61
61 .
o ��c.r' � � 6 j 6' 6' 6' 6'6, s6, 6,6,
` TEMPORARY CONSTRUCTION ENTRANCE _ TEMPORARY CONSTRUCTION ENTRANCE �� ss
(CONSTRUCTION TRAFFIC OVER EXISTING ASPHALT) INSTALL SILT SOCK (CONSTRUCTION TRAFFIC OVER EXISTING ASPHALT)
_I o OVER PAVEMENT
CONTRACTOR RESPONSIBLE TO KEEP ASPHALT�i TBM #600 CONTRACTOR RESPONSIBLE TO KEEP ASPHALT��
FREE OF DUST/DEBRIS/MUD AT ALL TIMES W. BOLT ON HYDRANT LEGEND: FREE OF DUST/DEBRIS/MUD AT ALL TIMES
I ELEV:768.61
NORTH
20 0 10 20
( IN FEET )
1 inch = 20 ft.
DEVELOPMENT SUMMARY
TOTAL SITE AREA = 1.80 ACRES +/-
TOTAL DISTURBED AREA = 0.11 ACRES +/-
GENERAL NOTES
SURROUNDING THE SITE "BROOM CLEAN" AND
FREE OF SOIL OR AGGREGATE THAT MIGHT BE
BROUGHT OFF -SITE.
EROSION CONTROL NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING
REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.
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. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION.
4. 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.
5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE
CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF
ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED.
6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE
MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE
FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE
SITE FOR DISPOSAL.
7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL
BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT,
AND AT LEAST ONCE A WEEK.
8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY
WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER
FABRIC.
9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION
AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT
ALLOWED ON -SITE.
10. 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
SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL
BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION
CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE
THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER.
b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO
OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME 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.
-- PROPERTY BOUNDARY
RIGHT-OF-WAY LINE
SAWCUT LIMITS
- - - - - - - - - 847---- EXISTING CONTOUR
CONSTRUCTION LIMITS/
DISTURBED AREA
SS S S S S SILT SOCK - Typical in all paved areas
where sediment can migrate.
SF SF SF SF SF PROPOSED SILT FENCE -Typical in all areas
where sediment could leave the site.
PS Permanent Seeding / Ground Cover -
Typical after final grading is completed.
NOTE: STABILIZATION OF INACTIVE, UNVEGETATED AREAS MUST BE
INITIATED BY THE END OF THE 7th DAY OF INACTIVITY AND
COMPLETED WITHIN 14 DAYS AFTER INITIATION.
Inlet Protection - "Flexstorm" inlet protection
❑ typical for all paved area inlets AFTER pavement is
installed; Silt Fence cage & "Flexstorm" inlet
protection BEFORE pavement is installed.
PROPOSED CONCRETE
PROPOSED PAINTED DIAGONAL
STRIPED ISLAND
STANDARD DUTY
ASPHALT PAVEMENT PATCH
(SEE DETAIL SHEET C10.0)
EXISTING FIRE HYDRANT
r EXISTING LIGHT POLE
DRAINAGE FLOW ARROW
799.23 TOP OF CURB GRADE
798.73 PAVEMENT GRADE
798.25 PAVEMENT OR EARTH GRADE
M.E. MATCH EXISTING GRADE
Ex. EXISTING GRADE
EROSION
CONTROL
CONTACT.
GIBSON COMMERCIAL CONSTRUCTION
P.O. BOX 717
NEW PAELSTINE, INDIANA 46163
ATTN: TODD MELLISH
(765) 376-4166
THERE SHALL BE NO DIRT, DEBRIS, OR
STORAGE OF MATERIAL IN THE STREET
ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR
x
6'\
SOILS DESCRIPTIONS & LIMITATIONS
1. Miami Silt Loam (UkbA, Ukb2 & YmsA - 100% Site) The Miami series consists of
moderately well drained soils formed in as much as 18 inches of loess or silty material
and in the underlying loamy till on till plains. They are very deep soils that are
moderately deep to dense till. Permeability is moderate or moderately slow in the
solum, and slow or very slow in the underlying dense till. Slope ranges from 0 to 60
percent. Subject soil does not present any foreseeable limitations to the proposed
development.
GENERAL NOTES
1. CONTRACTOR TO SCHEDULE A PRE -CONSTRUCTION MEETING WITH
THE HAMILTON COUNTY SURVEYOR'S OFFICE (317-776-8495) PRIOR
TO COMMENCING WITH CONSTRUCTION.
2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS.
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P G L
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=
No
PE10403858 =
o STATE OF
.0O.c '1.410
DATE:
11 /09/23
DWN BY:
EAG
CHKD. BY:
EAG
SCALE:
1 = 20
DATE:
11 /01 /23
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PROJECT NUMBER
GCC.004
DRAWING NUMBER
C3mO
SHEET 5 OF 10