HomeMy WebLinkAbout05050009.9�I \ 70
1 \�
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TC 887.89
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ASPHALT
1 STY. HSE. /
-- ` F.F.E.= 891.14
- }• --.._ ....� -- -_, ``� � ^�' \�- -- ---- -- rte. -�rALK _:___- -.-- -- :,� --- J / �'
\ GRASS /TRt�S
TC
G
/ \ SS /TREE \ I
U-3�
LOJTION \ I I
AIN ! I I 1
W W1- _- �_ W
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-----TREE ROW .
FIND GRADE AREA FROM PROPOSED TOP OF CURB
ANMAXIM M OF OF AA 5:1 SLOPE ENSURING POSITIVE
DRAINAGE REFER TO EROSION CONTROL PUMA FOR
ACTUAL DISTURBED AREA.
PC = 9 +24.85
PT = 9 +36.00
IE 2 " R (W = 885.69' / / 0
1 � 193 LF Y -SWALE
1.05 891. 1 00
IE 24° RCP (E.) =88 .53' I If
SE 24" RCP (W.)= 88.53' FIND GRADE AREA FROM PROPOSE TOP OF CURB / °
/ AND EDGE OF TRAIL TO CONSTRUCTION LIMITS WITH 1 � 5 °
A MAXIMUM OF A 5:1 �},IppE'"ENSURING POSITIVE �01
I R
DRAINAGE. REF, � EROSION CONTROL PLAN FOR
' o ' .51 8 .7 ACTU AL DI ED AREA. � 188
\.
i % � '00�
95 Y -SWALE
0 2.0.0 0X
PIPELINE LOCATION 52 iE V-
02-83
.001, (`/ TOP OF PIPE ELEV.= 878.88 _
88.61 731 ` o
732 ' I % \` PIPELINE LOCATION _
E 2 ' RCF� (E.)= 884.12 / 'T �„� `` � �2 TOP OF PIPE ELEV. �4 BE
J
S IE 2 " RCP (W.) 884.12 IE- 883.98 \ "\ 33 IF 5
PIPELINE LOCATION
I+ 2 59 \ \� TOP OF PIPE ELEV.= 879.05
-- _
0
t-AR \ as .54 \ ° --� 3T1 email `� as l llwuTrl rwuTiE\
B6sa2 688.52 \ LOCATION �. ,� ,LF V- SWALE 71
r -- - - 889_. - J 02 8 I �� /OR' ", 0%
' 79 \ TOP OF PIP � EV.= 880.11 .0
86s.s2 s LIN "B" NORTH - - - \'�.
_ 886.90 8891 1 +00 78 .20 2 +00 887 8. 3 +00 886.2 88568
i 28 88 .70 7 .18
o
I ,HAND RH E 6 I jp 8 9.03 889. BB5. 9
9 885 5
88.53 888 . 18 88 .3 / 88658 885.84 885
:1 00 LINE B" SO TH +00 3+!? 99 35 v -sw 4+
66B .n
88 °ne 888.27 % G I 01.23% 885.91
APPROX. LIMITS OF CULTIVATED FIELD �- - - _ _
�'` •- 1 4 888.30 /r 74
P11 EiI E CATION
T ° - PE =8
121 LF Y -swaE e95.06
886
° /
QI 00000, 40000,
FIND GRADE AREA FROM PROPOSED TOP OF CURB
AND EDGE OF TRAIL tCONSTRUCTION LIMITS WITH
PIPELINE LOCATION - / 17 G J- �Q \QF- / / / r DRAINAGE. MREFER T01 ROSIO ENSURING
CONTROL PLAN OR
Nil
e
J
TOP OF PIPE ELEV.= 880.30 / /GPS / GRADE SWALE 0 1.099 UNTIL POSITIVE DRAINAGE IS AREA.
ACTUAL DISTURBED o
ACHIEVED. MAY TO INCREASE SWAL
CONTRACTOR TON, ELD VERIFY EXISTING41-EVATION IS
` \OC\ ��i°� / 883.00 OR LOWER AT THIS POINT. IF LEVATION IS COORDINATE WITH SHELL PRIO TO ANY CONSTRUCTION I I'
G GP HIGHER COWCT ENGINEER IMMEDIA LY. ( OVER THE EXISTING PIPELINE. - -- - -- I
G 1 Q\Q OF / i I
1-1 G
lob
\ 0
o; I I
CULTIVATED FIELD
°
I
0 0
PIPELIi�E -tfl �� ( I
Ill % I
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\ t✓ t
OOdj L �ELEVATION ...`
I I I I
CS
EVATION
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o >" - Ji
WOODE AREA
CUt.TIVATt: FIELD
\ \ \ I \\ \ 10, WIDE �
\ \ 1 1
1 WOOLY NE TO BE A1111 ED \
AS NEED FOR CONTOUR�I JG / J \ \ SPILLWAY (SEE
WOODED ,,,
44 871
\WOODED AREA - =`oao \ I 0
WOODED AREA
6 h 1.20 rB3
-coo coo - - -coo coo �` „ ---- �._ L _ -.__. ✓_
Y.
TEL. MANHOLE
T H 3" T R"' E E T TC= 889.12 W U
�. ASPHALT PVMT.
882 I /
/
SWALE
12
GRADING NOTES-
1111_);f:11`.90'43.11LU0 iM\l Iklllt Nl.l<'.l.tl JlX , J1i1 OWU, 0 /!U12UUJ 12 _'U J f'M- �w ��t;lilJlt
1. ALL GRADES AT BOUNDARY SWILL MEET EXISTING GRADES.
2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON
COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX
(4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAID: SLOPES, MOUND AREAS, AREAS
BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND
PARKING MFRS.
3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SWILL BE UTILIZED TO CONTROL
EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION.
4. EXISTING UTILITY LOCATIONS ME APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION
LIMITS.
5. GRADES SHOWN IN ROADWAY k PATHWAY AREAS ARE TOP OF PAVEMENT ELEVATIONS.
6. SEE PLAN AND PROFILE DRAWINGS FOR ADDITIONAL GRADES ON STREETS AND PATHS.
7. THE INTENT OF THESE PUMAS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS
IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND
TO DISPOSE OF TOPSOIL
8. BUILDING PAD MFRS AND SIREEIS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE
FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS
AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL
9. CONTRACTOR SWILL PRESERVE EXISTING TREES WHEREVER POSSIBLE OWNER AND OWNER'S
REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL
CONSIST OF ALL TREES WITHIN SIREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL
AREAS.
1O.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE THROUGHOUT THE PROJECT.
I I.TC IS THE TOP OF CURB ELEVATION FOR CURB INLETS. TC IS THE TOP OF CASTING OR
WHERE WATER ENTERS THE GRATE ON ALL OTHER CASTINGS.
12.000RDIWQE PIPELINE CROSSING WITH SHELL PRIOR TO PERFORMING ANY WORK IN PIPELINE
EASEMENT.
QRADM PLAN LEGEND
PROPOSED PAVEMENT SPOT GRADE
AM]
PROPOSED GROUND SPOT GRADE
Am
MATCH EXISTING GRADE
x=
PROPOSED TOP OF CURD GRADE
)C 0
PROPOSED GUTTER GRADET199
S01
PROPOSED TOP OF CASTING
NATURE. THERE MAY ALSO BE OTHER EXISTING
PROPOSED INVERT ELEVATION
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
PROPOSED 1 Ft. CONTOUR
ABOVE GROUND EVDENCE OR FOR WHICH NO ABOVE
PROPOSED INDEX CONTOUR
GROUND EVIDENCE WAS OBSERVED. THE EXACT
PROPOSED SWALE
-moo SW V ALE� 0 000
PROPOSED SWALE WITH SSD (SUB- SURFACE DRAIN)
PRIOR TO ANY AND ALL CONSTRUCTION.
PROPOSED DRAINAGE FLOW ARROW (DIRECTION)
--
HIGH POINT
N.P.
LOW POINT
L.P.
STORM STRUCTURE
733
SANITARY STRUCTURE
CKD
'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL
WORKING DAYS BEFORE YOU DIG IT'S THE LAW CAUTION
I
LOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited lo,
k
manholes, inlets, valves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVDENCE OR FOR WHICH NO ABOVE
1 -800- 382 -6544
GROUND EVIDENCE WAS OBSERVED. THE EXACT
CALL TOLL FREE
1 -800- 428 -E
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
FOR CALLS OUTSIDE OF INDIANA
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IFIED BY:
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w i PE10504920 2
0. ',• STATE OF •
Drawn By.
MAW
Checked By.
CMW
Quality Assurance: DAL
Scale:
ale t
Sheet
C302.
Date
06 -20-05
Project Number
990433 -20610
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