HomeMy WebLinkAbout05100001 Civil Construction Plans dated 9/29/2005ul
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CO ST' UCTIO PL F • D i A
SEPT - • p5
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INDEX
DESCRIPTION
TITLE SHEET
SITE LAYOUT
D.P. I VEWAY PLAN & PROFILE
GENERAL DETAILS
PLANS PREPARED FOR:
BILL ESTES CHEVROLET, INC.
4510 W. 96th STREET
INDIANAPOLIS, INDIANA 46268
SHEET No.
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3
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AMERICAIV CONSULTING, INC.
ARCHITECTS CONSULTANTS ENGINEERS
7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547 -5580
Ss
No.D' •���
LOCATI ON M A IL1030M83.-
• STATE of
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•MDIAN�`.•••'���; JER C. SCHM DATE OF 4
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PAL „E``\�� REGISTERED PROFESSIONAL ENGINEER NO. PE10300083
STATE OF INDIANA
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ex. son. rnh
t.c. 886.14 ex. 18" high %
Inv.(
- pressure gas
875.65 G G � ✓^i /
storm sewer t.c. 885.41
fnv.(e) 885.4
i\,, ex. beehive G
t.c. 884.43 G
fnv.(ne) 881.86
(asphalt) # 1 - = e inv. (w) 881.87 ex. son. rnh
= o inv.(s) 881.78 t.c. 883.86\
inv.( 874.69
inv.(se se) 874.66 C
I (I CONTROL POINT
I
(gross)
I I No. 914 _
li I
(asphalt) (gross) ' I
I
II
ROAD ALIGNMENT POINTS
POINT #
NORTHING
EASTING
101
7470.84
18492.22
102
7470.44
18541.80
103
7469.64
18641.40
104
7469.43
18667.22
105
7466.56
18692.87
106
7459.84
18753.10
107
7455.53
18791.65
108
7457.22
18830.41
109
7457.98
18847.53
110
7459.89
18891 56
1
\\ \\ fence with barb wire '
and razor wires
a
10- CONTROL POINT
slicing gate X ° No. 5111
y, (grass)
rasa key pad \ l
i
(gross) \\ (asph)
(gross) ` ex. curb Inlet
ex. son. mh E.C. 883.47
Lc. 883.85 �� inv.(sw) 881.17
(asph)
Inv.(nw) 874.0`5
inv.(s) 874.04
ROpEj f
• Dr-k;iiv NLIVIVMCIV I i I PT. 103 / PT. 106
PT. 101 PC =11 +49 PC =12 +61
II
APP. R/W
C C:
AES IPALCO
1230 WEST MORRIS STREET
INDIANAPOLIS, INDIANA 46221
PHONE: (317) 261.8617
CONTACT: JANET SNODGRASS
C C:
CINERGY -PSI ENERGY, INC.
1619 WEST DEFFENBAUGH
KOKOMO, INDIANA 46902
PHONE: (765) 454.6182
CONTACT: KEVIN JOHNSON
I ' STA. 10 +00 I II
I I �
CURVE 1
RADIUS =500'
cone I '
( ) I I I LENGTH =51.58
DELTA= 5'054'40"
BEGIN DRIVEWAY (cans) �
1 IIPT. 102 11
' STA 10 +50
(grass) • ,- inv. 881.81 PT. 105
I PT 12 +01
(asphalt)
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15- CMP 851.79
v.
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APP. R/W
(grass)
OHE
UTILI'T'Y CONTACTS
CABLE:
BRIGHT HOUSE NETWORKS
3030 ROOSEVELT AVENUE
INDIANAPOLIS, INDIANA 46218
PHONE: (317) 632.9077
CONTACT: JEFF HOWARD
CABLE:
AES IPALCO- INSIGHT CABLEVISION
15229 STONY CREEK WAY
NOBLESVILLE, INDIANA 46060
PHONE: (317) 776.4484
CONTACT: MATTHEW STRINGER
CABLE:
CITIZENS GAS & COKE UTILITY COMCAST CABLEVISION
2150 DR. MARTIN LUTHER KING JR., ST. 5330 E. 65th STREET
INDIANAPOLIS, INDIANA 46202 INDIANAPOLIS, INDIANA 46220
PHONE: (317) 927.6047 X.4684 PHONE: (317) 275.6356
CONTACT: RICHARD A. MILLER CONTACT: JIM PATON
VECTREN ENERGY
1 NORTH MAIN STREET
EVANSVILLE, INDIANA 47702 -0209
PHONE: (812) 491.4765
CONTACT: STEVE RAWLINSON
I I :
WOOD RIVER PIPELINES, LLC
P.O. BOX 368
EMMAUS, PENNSYLVANIA 18049
PHONE: (484) 232.4303
CONTACT: DONALD SAMALA
PT. 107
P 1 =13 +00
- � - (grass) _ - - ... - ar31.7o APP. R/W
a /
Ln I i
OHE \ OHE OHE OHE OHE
\__CONTROL POINT II
No. 905 I
I) 96th STREET (asph)
I
inv. 881.81
TELEPHONE:
SBC
5870 NORTH COLLEGE AVENUE
INDIANAPOLIS, INDIANA 46220
PHONE: (317) 252.5064
CONTACT: KEVIN RICHARDSON
TELEPHONE:
TCG
9325 DELEGATES ROW
INDIANAPOLIS, INDIANA 46240
PHONE: (317) 532.9900
CONTACT:
SA IT :
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
10701 N. COLLEGE AVE., SUITE A
INDIANAPOLIS, INDIANA 46280
PHONE: (317) 844.9200
CONTACT: JAY ALLEY
Y AT_E :
VEOLIA WATER
1220 WATERWAY BOULEVARD
INDIANAPOLIS, INDIANA 46206
PHONE: (317) 263.6446
CONTACT: STAN GRAVES
BENCHMARK INFORMATION
BM MAR G- 24M AR G- 24 - ELEV = 860.51
AN I.S.H.C. BRONZE PLATE SET IN THE TOP OF A
CONCRETE POST 60 FEET SOUTH OF THE CENTERLINE
OF 86th STREET AND 93 FEET SOUTH WEST OF U.S.
HIGHWAY 421.
TBM #10Q - ELEV = 887.33
CHISELED 'SQUARE' SET IN WEST SIDE OF CONCRETE
LIGHT POLE BASE ON THE EAST SIDE OF TRAIN
EXPRESS PARKING LOT, 160'± NORTH OF 96th STREET
CENTERLINE.
CONTROL POINTS
POINT #
NORTHING
EASTING
ELEVATION
905
7295.80
18524.79
883.82
914
7579.21
18540.59
884.83
1288
7532.95
18806.87
884.05
5111
7595.42
18940.81
884.74
EXISTING 15'
WIDE D.U.E.
(weeds)
(brush) ��
\\ � inv. 881.
a\��� END DRIVEWAY
PT. 109
0
OHE
inv. - #rLL�T A. 13 +5fi - ____-----____----
880.68 _ - - - -
- - - _ _ - - - - - - - - _ -123' rcp
-_- f _ 12 - rte - - - - --
12= cp (woods) 15- _ _ APP. PROPERTY LINE _
,2- EXISTING 15' WIDE D.U.E.
(grass) (asph)
. I
one story block & metal Z I
CURVE 2
I J
RADIUS =500
LENGTH = 77.43' w
DELTA =8 052'22" of
Q
I
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15"
twin 12• - - - -
PROPERTY LINE
_APP.
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09/02/2005
LEGEND
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"HOLEY MOLEY"®
®
EXISTING
TRAFFIC HANDHOLE
®
EXISTING
MONITORING WELL
DON'T ,
�E
EXISTING
ELECTRIC MANHOLE
•
EXISTING
POST
DIG
-8
EXISTING
TRAFFIC POLE
0 Wj
EXISTING
LIGHT POLE
BLIND
®
EXISTING
TRANSFORMER
"'Cr
EXISTING
FIRE PLUG
U
0
0
EXISTING
STAND PIPE
0
EXISTING
INLET
1-800-382-5544 CALL TLL
D4
EXISTING
VENT
EXISTING
SIGN
1- 800 -428 -5200
�S
EXISTING
SANITARY MANHOLE
�
EXISTING
MAILBOX
FOR CALLS OUTSIDE OF INDIANA
�
EXISTING
MANHOLE
Mj
H
IS
�
®
EXISTING
WATER MANHOLE
�
EXISTING
POWER POLE
I�
CAUTION ..
A
EXISTING
WATER VALVE
EXISTING
RIGHT OF WAY MONUMENT
CMP
EXISTING
METAL PIPE
Q
EXISTING
TELEPHONE MANHOLE
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
-E-
EXISTING
BURIED ELECTRIC LINE
-M-
EXISTING
TELEPHONE PEDESTAL
PE1 0300083
EVIDENCE ( including, but not limited to, manholes, inlets,
-OHE-
EXISTING
OVERHEAD ELECTRIC LINE
EXISTING
BUSH
valves, and marks made upon the ground by others ) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
-T-
EXISTING
BURIED TELEPHONE LINE
E-
EXISTING
GUY WIRE
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
-W-
EXISTING
BURIED WATER LINE
EXISTING
BEEHIVE INLET
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
1\1/
EXISTING
PINE
EXISTING
TREE
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTGR PRIOR TO ANY AND ALL CONSTRUCTION.
1- 800 - 382 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
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09/02/2005
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PE1 0300083
STATE OF
NAL
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JOB NO.
IN2005 -0564
REVISIONS
'SHEET.. NO.
2 OF 4
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Larry F. Pfost I i
Warrant Deed Instrument No. J
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199909965866
(conc)
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MILL EXISTING ASPHALT 1 I
'
APPLY TACK COAT, &INSTALL
HMA SURFACE
110 -�- `�
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1 -story masonry building l� I 1
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(conc)
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(grass)
in--v-(se 874.66
~ \ `
ex. curb inlet
(grass) t.c. 883.47
ex.
84 �� �,' t.c son. mh �r / inv.(sw) 881.17
I `\ ► pvc t t.c. 883.85 / (asph)
I I I z \ inv.(nw) 874.05
(grass) , ,!
inv.(s) 874.00
N
(I �� �\ , i �\ �� _ -- ,gyp 1 //
�
(asph) ,
�� _ ,';�? 12„ rip
�\ �a t\ a' , A , /,�� I -- -___ '
` I I �� \ " \ `� / /' ' r ` -��
� � „ / I � j - 1 r \ / i t `� � � � � �l � ex. inlet
` I I \ \ \ \ � / I ! �� ,- � � l- t,�.- 88'.1.12
I \ \ \ \\ \ r
\ \ ��, \ END/OF 12" R(: ,' I � /IQ t \ \ - I ��\ Irrv, 881._5 - ,- �' inv.(sw) 881.03
(asphalt) \ SILT FENCE INV= 881.80 / f - 6f\ \ \�� N 7486.97 torce R` 7-, inv.(ne) 881.03
\
E 18679.06 ��� I i twin 15"
\ 1 I
co
�� \, 15 / t i
j I I 40 LF OF 12 RCP ®0.5! i (gr/ -r
1 I , � \ 0 L F O F_V -DITC Jee. /�,
_ ao I 11 �= i �' / r INV1881.2� EXISTING CONCRETE 00
60 LF OF V DITCH ®0.5� \ �.\ (stone) , / 7
, I I \ .\ o �_ _ ROLL CURB
I \ I - ��� \ - ,- '0 �� /' END OF 12 RCP
m � � i -' - � CO N 7473.75
885 , , \\ .I _�_ - ��,'� -� �� �/ �� E 18826.94
3,5 LF OF 12 RCP ®1. °
REMOVE EXISTING
: I :'� :.':..... ..... 88 i i � ROLL CURB
-1- Q
f..... /
1.. I.'. '.'.'.........'.'.'.'.'.'.'.'.' '. '. ..................s.' ............ :. • ..
...........
r ss.'. _.'�.......... _ ................. \ .....'..\. ........................ .. ex. inlet
... ........... ...... .......
. �- ' ' ' ' t..... \.'......�.7►0. .5. o'.... . .. . ... r r t.c. 883.03
:........ ( ::......:.: .:................':.':.......' ' ......... ............................... LF::OF :VSO I TCH
..... ......... ........................ , .. \:......'. �..'....'....'..'.'. �.�.'.'.....'.�..'.....-.�.-.': I ......... . , ...... .... , ... ...........................�... ...... �. � ......'.......-.-.......'...... .......... ......... ...... ............. ... ..... ..................... , . ash
.... ......... ........ .I.t,a............... ....... .. ........... . Inv. n w 8 81.7
I.. �....... . _ �.......... t
�. ...................... , ... \ .............. �' ' ' ' ' ' ' '. "- ' �.... .. ...................... ,......... ; . , ..., ....' ... �.'.'.'.'.'.'.'.'. . q- 0 p ( )
•. ................. \.... , ....
I.......... _ \ ..... f......
.......... ............................... ................. ..........'.'.'.'.'.'.'..'.'..' .'.'.'.' .'.'.'.'.'.'.�.'.'.'.'.'.'.' \'. \'........... ......'..... '.'.'............... ..... ............ ! ...... .
... �.... \, �...
I I -- l.......... ,..., ..
\ ,�, .- a ,
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\ ...... .. .......... ........... ... , .... .
.. .. _�_ . \ . . . . I ..... !... .
' \ ......:.'.....'......... �........... _ -! :t..'.'.....;. ex. inlet
..............,
................ :..`.. ........ ........'.'..'..'...'.'....\ ....... ......F.... ...' /.'.'.'I..'.. �.'.'.'.'." l .... "...�..'.'.'.... t.C. 8
\ \ , ..................,.... ..... ,�.. \ \........� .. .....,...,....L..... t.......,........
.
........ / i inv. sw 881.25
I I / Bill Estes Realty I \ 884 ' ' ' ' ' ' \ :.:::::::::
LLC Instrument No. 200000003881 I \� ` �\ \ i- �' ' ' ' ' \
� �� ,\ \ \ \, \ � \� 8 4 83 82 - _ -_- - ---�� ' MILL EXISTING ASPHALT 1 ",
END OF 12 RCP � \ � \ \� \ � �, � � r , I , 882___ -�, ,' APPLY TACK COAT, &INSTALL
> > \ \ \ \ ,, I , Iny: X81.35
/ 70 LF OF V -DITCH ®0.5% N 7447.44 \ \ \\ �\ \\ �0 LF OF V -DITCH @ 0.5� - - _ - ; _ _ _ _ HMA SURFACE
E 18692.94 \ `\ \ ' ' - '"
/ SILT FENCE INV= 881 \.60 `\ \\ `\ �� `, '\ ' / \\ , I , - - INV 886.78
883 - - - - -- t I�� --
�,\ ,� -- .�8' --884 , � - - -- - -- - - - - --
+ SILT FENCE END OF�,12" RC �� t \'� , -- - �aa5� - __ -' 1 - -- _ _ - - ---= - = -- - - - - -
I '\ -� - - - - - -- - -- __ _-__ - ---- ___ - - - - --
I I \ I \ N 7440.10 �� `i�.� _-- - - - - -- -_- -
U, .,. i \ ��\ \ � E 18817.2 , - - - - - �- , -,- 12" rcp
I 12 rcp ,- woods)
I _- ,,.
--- a85f/'_ -'
12" (gross)
inv. 881.81 '�., `�, �. 1 `\ \\ `, ; ,, `�\ ROLL CURB TAPER --
5. , \ t� �� (weeds) ��
I (EACH SIDE)
II i ! /' �� `. �� ` � � ._•- -- `' a�lk c � N , ,,,� �� block &metal
one sto; y
t \
--------- - - - - -- ! \\ \
�� -,�,`_ '/ 0' 20' 40'
-- ---- _____ -'
' - -- \ t
1 t _
.�; ,, SCALE: 1 " =20'
1 1 SCALE: 1 =20 HORIZ
1 " =5' (VERT)
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-GRA9E
-
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-�1G
PROPOSED
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ONAL
ERTIFIED BY 77; o 7o-.v
DATE:
09/02/2005
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DATE:
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DRAWN BY:
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CHK'D BY:
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.JOB NO.
IN2005 -0564
REVISIONS
SHEET NO.
30F4
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10'
eri I SLOPE = 2%
SUBGRADE
-TACK COAT
PRIME COAT
�- - 10'
SLOPE = 2X VARIABLE
..... , . _ (BOTH SIDE:
110 lb /sy HMA SURFACE, TYPE 'A' ON
L330 Ib /sy HMA BASE, TYPE 'A'
• 6" SUBBASE COARSE AGGREGATE #53,
COMPACTED TO 95% STANDARD PROCTOR DENSITY
NOTE:
SUBGRADE TO BE WELL- DRAINED & COMPACTED TO 95% STANDARD PROCTOR DENSITY
TYPICAL PAVEMENT CROSS - SECTION
NOT TO SCALE
10'
4' VERTICAL CURVE
EXISTING ROLL CURB
1" JOINT FILLER
-E- :- -- -------------------------------------
A
B
B
� EXISTING ROLL CURB
s �
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"�.
SECTION A -A SECTION B -B
NOTE:
JOINTS SHALL BE PLACED AT RIGHT ANGLES TO THE EDGE OF CONCRETE CURB & GUTTER
CONCRETE ROLL CURB TAPER
NOT TO SCALE
NOTES• -
1. V -DITCH TO BE TAPERED BACK INTO
EXISTING GRADE WHERE INDICATED ON PLAN -III -II -- - III -I I I-
-I - -� I I- NORTH AMERICAN GREEN
SHEET. -� j -� ' MODEL S 75 BN EROSION
CONTROL BLANKET OR
2. WIDTH AND DEPTH WILL VARY APPROVED EQUAL
FILTER FABRIC
FLOW
mum-
EXTEND FABRIC & -I
WIRE TO 4" BELOW -
SURFACE
TYPICAL V -DITCH
NOT TO SCALE
WIRE
WOOD POST
NOTE:
POSTS SHALL HAVE A MINIMUM LENGTH OF
36 INCHES PLUS BURIAL DEPTH. POST MATERIAL
SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL
BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE
DURING INSTALLATION AND TO SUPPORT APPLIED
LOADS.
N
FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC
CONSISTING OF STRONG, ROT RESISTANT,
MATERIALS RESISTANT TO DETERIORATION FROM
ULTRAVIOLET AND HEAT EXPOSURE.
SILT FENCE DETAIL
NOT TO SCALE
NON WOVEN
GEOTEXTILE
FABRIC
NEW ASPHALT PAVEMENT,
REPLACE AS RE Q UI RE D
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
SPACE POSTS PER
I MANUFACTURER
RECOMMENDATIONS
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D d (MIN)
27" & SMALLER 4
MIN. 12"
R
REINFORCED CONCRETE PIPE (RCP�
TRENCH DETAIL
NOT TO SCALE
IF NOT WITHIN 5' OF EDGE OF PAVEMENT:
USE STRUCTURE BACKFILL COMPACTED TO 90%
STANDARD PROCTOR DENSITY TO SPRINGLINE OF
PIPE AND NATIVE MATERIAL FOR BACKFILL TO
TOP OF TRENCH
GENERAL SPECIFICATIONS
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL)
IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN
THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY
COVER S AND/OR OR UTILITY COMPANIES
BY UTILITY C
VE R REQUIREMENTS
/
SO AS NOT TO CAUSE DAMAGE.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE.
ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND
OBSERVE DURING CONSTRUCTION.
EARTHWORK SPECIFICATIONS
1. SITE GRADING SHALL Wa PROCEED UNTIL EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
2. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH STRUCTURE BACKFILL MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
3. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT
TROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL.
THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE
TIME OF CONSTRUCTION.
4. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH -
CONDITIONS.
5. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE
ELEVATIONS.
6. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH
GRADE ELEVATIONS INDICATED.
7. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE
CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND /OR EXPORTS.
8. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS
NECESSARY.
9. ALL DISTURBED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS
OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF
TOP SOIL
10. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS
WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING
CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR
SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE.
STORM SEWER SPECIFICATIONS
1. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO 2006
INDOT STANDARD SPECIFICATIONS.
2. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE.
3. 12" METAL END SECTIONS SHALL BE INSTALLED AT BOTH ENDS OF EACH CULVERT
PIPE.
PAVEMENT SPECIFICATIONS
1. ALL HOT MIX ASPHALT TO BE IN ACCORDANCE WITH 2006 INDOT STANDARD
SPECIFICATIONS RELATIVE TO MATERIAL, MIX, INSTALLATION, AND
WORKMANSHIP.
2. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A
TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS
INDICATED TO JOIN EXISTING ASPHALT.
3. TACK COAT IS NOT REQUIRED BETWEEN HMA BASE AND HMA SURFACE IF THEY
ARE INSTALLED ON THE SAME WORK DAY.
OSION CONTROL NOTES
1. CONTRACTOR TO NOTE THAT LAND DISTURBING ACTIVITIES FOR THIS PROJECT
ARE LESS THAN 1 ACRE, THERE FOR A RULE 5 PERMIT IS NOT REQUIRED.
CONTRACTOR SHALL STILL MEET THE FOLLOWING EROSION CONTROL
REQUIREMENTS:
2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING
REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.
3. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT
APPLY.
4. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM
LEAVING THE SITE.
5. 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.
6. SEDIMENT BEING TRACKED 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. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION
AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS Rgi ALLOWED
ON SITE.
8. 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 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 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.
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