HomeMy WebLinkAbout05080040 Civil Construction Plans Rcv. 10/14/2005 DOCSr
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OP T PLA S FOO ' =LAC C A D
A T � D Si IGHTI G A D SI AG��PLA S
LOCATION MAP
CONTACTS
— PUBLIC UTILITIES —
JOHN SOUTH
Hamilton County Soil & Water Conservation
1108 South 9th Street
Noblesville, IN 46060
Telephone: (317)- 773 -1406 Fax: (317)776 -1101
Email: john -south Ciaswed.org
BILL AKERS
Carmel Clay Communications
31 First Avenue NW
Carmel, IN 46032
Telephone: (317)- 571 -2586 Fax: (317)571 -2585
Email: WAkers@ci.carmel.in.us
CHUCK SHUPPERD
Vectren Energy
P.O. Box 1700
Noblesville, IN 46060 -1700
Telephone: (317)- 776 -5535 Fax: (317)776 -5553
Email: cshupperd@vectren.com
JOHN DUFFY
Carmel City Utilities
760 Third Avenue SW
Carmel, IN 46032
Telephone: (317)571 -2442 Fax: (317) 571 -2642
Email: JDuffy@ci.cormel.in.us
NOT TO SCALE
GREG HOYES
Hamilton County Surveyor's Office
One Hamilton Square, Suite 188
Hamilton County Judicial Center
Noblesville, IN 46060
Telephone: (317)776 -8495 Fax: (317)776 -9628
Email: GRH@co.hamilton.in.us
�
glayPowPhs MSip Regional Waste District
10701 North College Avenue, Suite A
Indianapolis, IN 46280 -1098
Telephone: (317)844 -9200 Fax: (317)844 -9203
Email: candy.feltner@ctrwd.org
MARK SHOCKLE
ndlanapo Is Wa er Company
P.O. Box 1220
Indianapolis, IN 46206
Telephone: (317)639 -6336 Fax: (317)263 -6452
Email: jennifer .marlett@vveoliawaterna.com
TERESA MAGEELMARK WOOD
Panhandle Eastern Pipeline Co.
9371 Zionsville, IN 46268
Telephone: (317)873 -2410 Fax: (317)773 -3204
Email: tmmagee@panhandleenergy.com
Email: mawood@panhandleenergy.com
i IMP C' S O O S (LOT 1)
AT E T CA' L CE TE'
MIKE McBRIDE
Hamilton County Highway Department
1700 South 10th Street
Noblesville, IN 46060
Telephone: (317)773 -7770 Fax: (317)776 -9814
NORM SCHOPPENHORST
Indianapolis Power & Light Company
3600 N. Arlington
Indianapolis, In, 46218
Telephone: (317)261 -5274
DESIGN SPEED
COMMERCE DRIVE - 35 MPH
VICINITY MAP
NOT TO SCALE
PLANS PREPARED FOR:
PR BLOCK C. LLC.
8463 CASTLEWOOD DRIVE
INDIANAPOLIS, INDIANA 46250
PH: 317-841 -1002 FAX: 317- 576 -5173
PLANS PREPARED BY:
AM"ERICAN CONSULTING, INC.
Architects 7260 SHADELAND STATION
Consultants INDIANAPOLIS, IN 46256.3917
Engineers (317) 547.5580 . FAX: (317) 543 -0270
Copyright (C) 2000 -2004 by American Consulting, Inc.
INDEX
DESCRIPTION
SHEET No.
TITLE SHEET
C0.1
■
PROJECT
OVERALL DEVELOPMENT PLAN (BLOCK C)
C2.1
SITE PLAN
C2.2
LOCATION
C3.1
UTILITY PLAN
C4.1
EROSION CONTROL PLAN
C5.1
EROSION CONTROL DETAILS
C5.2
STORM WATER POLLUTION PREVENTION PLAN
e
■
SITE DETAILS
C6.1 —C6.2
SANITARY SEWER DETAILS /SPECIFICATIONS
C6.3
°
W. 106th Street
SITE LIGHTING /PHOTOMETRIC PLAN
C8.1
MAINT-Fi.1 .ANCE OF TRAFFIC PLAN
C9.1
FLOOR PLAN
A1.1
EXTERIOR ELEVATIONS
A2.1
�.
E
®
r a
CD
Cn
Cn
9
o
u_
BLOCK C�`�
X10.
Annally Dr.
■
° D
C ■'
Northwestern Dr. • • -'i • '
on•E
m■ 0
o=
°
■
°
°
421
0
■
0
°
W. 98th St.
Beech PI.
■
■
North Augusta Addition
■
■
E
w
°
a
Dr.
0
■
Boone :
m ■ ■■m
Hamilton W96th St.
■oa■a = ■ ■■■■ ■■■■■■■■■■■■■■■ ■■■■ ■M■■■ r■■■ ■■■
■■■ ■■■■■■■■■
■■■ ■■ ■■■
■ ■■■■ ■■■M
■ ■■■■■■ v0■■■■■■■■■■■■
Marion
46
Amherst Sr.
W. 94th St.
a Blvd
Q o�
0
W. 93rd St.
a
MIKE McBRIDE
Hamilton County Highway Department
1700 South 10th Street
Noblesville, IN 46060
Telephone: (317)773 -7770 Fax: (317)776 -9814
NORM SCHOPPENHORST
Indianapolis Power & Light Company
3600 N. Arlington
Indianapolis, In, 46218
Telephone: (317)261 -5274
DESIGN SPEED
COMMERCE DRIVE - 35 MPH
VICINITY MAP
NOT TO SCALE
PLANS PREPARED FOR:
PR BLOCK C. LLC.
8463 CASTLEWOOD DRIVE
INDIANAPOLIS, INDIANA 46250
PH: 317-841 -1002 FAX: 317- 576 -5173
PLANS PREPARED BY:
AM"ERICAN CONSULTING, INC.
Architects 7260 SHADELAND STATION
Consultants INDIANAPOLIS, IN 46256.3917
Engineers (317) 547.5580 . FAX: (317) 543 -0270
Copyright (C) 2000 -2004 by American Consulting, Inc.
INDEX
DESCRIPTION
SHEET No.
TITLE SHEET
C0.1
EXISTING TOPOGRAPHY /DEMOLITION PLAN
C1.1
OVERALL DEVELOPMENT PLAN (BLOCK C)
C2.1
SITE PLAN
C2.2
GRADING PLAN
C3.1
UTILITY PLAN
C4.1
EROSION CONTROL PLAN
C5.1
EROSION CONTROL DETAILS
C5.2
STORM WATER POLLUTION PREVENTION PLAN
C5.3
SITE DETAILS
C6.1 —C6.2
SANITARY SEWER DETAILS /SPECIFICATIONS
C6.3
LANDSCAPE PLAN, DETAILS AND PLANTING SCHEDULE
C7.1
SITE LIGHTING /PHOTOMETRIC PLAN
C8.1
MAINT-Fi.1 .ANCE OF TRAFFIC PLAN
C9.1
FLOOR PLAN
A1.1
EXTERIOR ELEVATIONS
A2.1
PLAN GfiTE: 08/19/05
DESCRIPTION
GENERAL REVISION
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1 65
44
EXISTING TOPOGRAPHY LEGEND
LAND DESCRIPTION:
LOT 1 IN AMENDED BLOCK C OF WEST CARMEL CENTER AS
PER PLAT THEREOF RECORDED AS INSTRUMENT
#200400018514 IN PLAT CABINET 3, SLIDE 373 BY THE
RECORDER OF HAMILTON COUNTY, INDIANA.
NOTE.
CONTRACTOR SHALL FIELD VERIFY EXISTING SPOT ELEVATIONS,
CONTOURS, LOCATION, SIZE AND DEPTH OF ALL EXISTING
UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION.
ACE TBM 478 ELEV = 898.25
CHISELED "X" S SIDE CONIC LP BASE, S SIDE PEARSON
FORD DEALERSHIP, N SIDE 106th STREET, E SIDE
ENTRANCE, 400'± WEST OF U.S. 421.
ACE TBM #200 ELEV : 897.17
CHISELED "X" SW BOLT FIRE HYDRANT, 65'f W OFq
COMMERCE DRIVE & 500'f S OF q 106th STREET.
ACE TBM 000 ELEY_= 895,11
CHISELED "o" W SIDE CONC LP BASE, 150'± E OF U.S.
421 & 75'f S OF NORTH F_ OF TARGET
CAUTION ! t
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves, and mars made upon the ground "by others ) MD
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FREE
— INDIANA UNDERGROUND —
I
..... ., ;.,.,,iii ....._.:: -:: , :�. { � ••:
};r • . } }: iti i {:•{ fr :. •, J,{{ J
•. r.•ll, ': .: ' ?•�} is ?r is ,{ :ti v,,. }:' h •.'
Architects
:A
Consultants
:::::�r,. }���.,t.£::�.. •'.4 ?� {: Engineers
:•s }:. r sir
AMERICAN
CONSULTING,
INC*
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256 -3917
317.547.5550 317.543.0270
Copyrlght (C) 2005 -- American Consulting, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MAPLECREST COMMONS
(LOT it AT WEST
CAR14VANEL CENTER
CONSULTANTS
F E T4
**Osseo's
�; to 1STFRc ••,9�
see O . '••• /1..
No.
19900549
STATE W ; . PC
Y - 0NAL
CERTFED B)�
DATE 08/18/05
DRAWN BY, PED
CHECKED BYl AF
�ss�D Fo�� DATE
AGEN. REV. 10/07/05
ACE PROJECT o. IN2006.0710
71TL�E/� �p p��±
�TOPOGRAPHY /��S 1 �IVVJ
DEMOLITIOf� PLAf�
C1o1
SIGN
�
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•
INLET
o
STAND PIPE
Yf
FIRE HYDRANT
-�-
TELEPHONE PEDESTAL
wv
N
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Q
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yp°
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•
POST
LAND DESCRIPTION:
LOT 1 IN AMENDED BLOCK C OF WEST CARMEL CENTER AS
PER PLAT THEREOF RECORDED AS INSTRUMENT
#200400018514 IN PLAT CABINET 3, SLIDE 373 BY THE
RECORDER OF HAMILTON COUNTY, INDIANA.
NOTE.
CONTRACTOR SHALL FIELD VERIFY EXISTING SPOT ELEVATIONS,
CONTOURS, LOCATION, SIZE AND DEPTH OF ALL EXISTING
UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION.
ACE TBM 478 ELEV = 898.25
CHISELED "X" S SIDE CONIC LP BASE, S SIDE PEARSON
FORD DEALERSHIP, N SIDE 106th STREET, E SIDE
ENTRANCE, 400'± WEST OF U.S. 421.
ACE TBM #200 ELEV : 897.17
CHISELED "X" SW BOLT FIRE HYDRANT, 65'f W OFq
COMMERCE DRIVE & 500'f S OF q 106th STREET.
ACE TBM 000 ELEY_= 895,11
CHISELED "o" W SIDE CONC LP BASE, 150'± E OF U.S.
421 & 75'f S OF NORTH F_ OF TARGET
CAUTION ! t
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves, and mars made upon the ground "by others ) MD
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FREE
— INDIANA UNDERGROUND —
I
..... ., ;.,.,,iii ....._.:: -:: , :�. { � ••:
};r • . } }: iti i {:•{ fr :. •, J,{{ J
•. r.•ll, ': .: ' ?•�} is ?r is ,{ :ti v,,. }:' h •.'
Architects
:A
Consultants
:::::�r,. }���.,t.£::�.. •'.4 ?� {: Engineers
:•s }:. r sir
AMERICAN
CONSULTING,
INC*
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256 -3917
317.547.5550 317.543.0270
Copyrlght (C) 2005 -- American Consulting, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MAPLECREST COMMONS
(LOT it AT WEST
CAR14VANEL CENTER
CONSULTANTS
F E T4
**Osseo's
�; to 1STFRc ••,9�
see O . '••• /1..
No.
19900549
STATE W ; . PC
Y - 0NAL
CERTFED B)�
DATE 08/18/05
DRAWN BY, PED
CHECKED BYl AF
�ss�D Fo�� DATE
AGEN. REV. 10/07/05
ACE PROJECT o. IN2006.0710
71TL�E/� �p p��±
�TOPOGRAPHY /��S 1 �IVVJ
DEMOLITIOf� PLAf�
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N.T•S.
LAND DESCRIPTION:
LOT 1 IN AMENDED BLOCK C OF WEST CARMEL CENTER AS
PER PLAT THEREOF RECORDED AS INSTRUMENT
#200400018514 IN PLAT CABINET 3, SLIDE 373 BY THE
RECORDER OF HAMILTON COUNTY, INDIANA.
PARKING ANALYSIS
LOT 1
REQUIRED
RETAIL AREA = 17,201 SF
REQUIRED RATIO = 1 SPACE / 300 S.F.
SPACES REQUIRED = 58
RESTAURANT AREA = 4,932 SF
REQUIRED RATIO = 1 SPACE / 2.5 SEATS
1 SPACE / E P X. SHIFT
120 SEATS = 48
9EMP. =9
SPACES REQUIRED = fie"4,_ 57
TOTAL SPACES REQUIRED = (115
PROPOSED
STANDARD PARKING (9'x20') 100
STANDARD PARKING (10'x18') � 1 10
HANDICAP PARKING PROVIDED 5
( INCLUDES 1 VAN ACCESSIBLE )
TOTAL PROPOSED PARKING
115
PARKING ANALYSIS
It
BANK ONE
TOTAL S.F. =
49310
REQUIRED RATIO =
1 SPACE / 300 S.F.
TOTAL SPACES REQUIRED = w•
15
STANDARD PARKING (10'x18')
32
HANDICAP PARKING PROVIDED
2
( INCLUDES 1 VAN ACCESSIBLE )
TOTAL PROPOSED PARKING
34
PARKING ANALYSIS
It
LOT 3
TOTAL S.F. =
-
92190
REQUIRED RATIO =
1 SPACE / 300 S.F.
TOTAL SPACES REQUIRED =
31
STANDARD PARKING (9'x20')
29
HANDICAP PARKING PROVIDED
2
( INCLUDES 1 VAN ACCESSIBLE
TOTAL PROPOSED PARKING
31
CAUTION 1.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, 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 EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
i -800- 382 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
n _, ti f::ti::::::::::
r. {•:: - .., ,, �:•:t:::ss:•} Architects
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AMERICAN
CONSULTING,
I1VC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317.547,5580 317.543.0270
Copyright (C) 2005 — American Consulting, Inc.
PR BLOCK C, LLC,
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
I - . ll
MAPLECREST COMMONS
(LOT 1) AT WEST
C A R [ViE L CENTER
COtdSULTANTS
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1a f• °- I SERVI E WATER ' CONNECTION f W
M I I• I ' 6 FIRE PRO CTION AUXILIARY VALVE 1;
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w N _ o I Wr I I 1 �_ 1 ` II 1 ,` ! Z • .
o°f cQ I� I I �' 1 i I DOUBLE 1CHECK ASSEMBLY FOR = 895.25 r Tr 11 ; ci ,�• <r> r�w °' ? I 1 w I i I 79 OF 6: PVC SDR -�35 I ! ! a� f,- -�
w I I, I FIRE PRQTECTION LINE AND t tl 1 , L
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f I,n I I o, I BACKFLOW PREVENTORS FOR I I {: ?..• -
Z� I 1"- 1 I 13 I ! ' I DOMEST C WATER SERVICE SHALL 1.0� GRADE (MIN).: t ll I 1 I ! Jo
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STM. STR. 3 I _ 12 I
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NOTE:
CONTRACTOR TO VERIFY AND COORDINATE
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WITH INDIANAPOLIS POWER &LIGHT.
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BENCH INFORMATION
ACE TBM #�78 ELEV = 898.25
CHISELED "X" S SIDE CONIC LP BASE, S SIDE PEARSON
FORD DEALERSHIP, N SIDE 106th STREET, E SIDE
ENTRANCE, 400'± WEST OF U.S. 421.
ACE TBM ,. ELEV = 897,17
CHISELED "X" SW BOLT FIRE HYDRANT, 65'± W OFD
COMMERCE DRIVE & 500'± S OF q 106th STREET.
ACE TBM 4500 ELEV = 895.11
CHISELED "o" W SIDE CONIC LP BASE, 150'± E OF U.S.
421 & 75'± S OF NORTH F- OF TARGET
EXISTING TOPOGRAPHY LEGE
PROPOSED GRADING LEGEND
---- -- G ---
SIGN
�
CURB INLET
�
INLET
o
STAND PIPE
�f
FIRE HYDRANT
-�-
TELEPHONE PEDESTAL
wv
VALVE
�
WATER VALVE
Q
SANITARY MANHOLE
�
MAILBOX
[ j
POWER POLE
D4
VENT
�a
TREE
O
DRAINAGE MANHOLE
�
BEEHIVE INLET
�
INLET
SPRINKLER CONTROL VALVE
'4v/zl
PINE
•
POST
PROPOSED GRADING LEGEND
---- -- G ---
GAS LINE
-E-
ELECTRIC LINE
T
TELEPHONE LINE
WATER LINE
G� GM
GAS METER
AN,
ELECTRICAL TRANSFORMER
9>4
VALVE
GENERA-L UTILITY NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
3. 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.
4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY
COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES
SO AS NOT TO CAUSE DAMAGE.
5. 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.
6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT
ROLLER 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.
8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"
CONDITIONS.
9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE
ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL
STANDARDS.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION
CAUTION !I
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others ) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
�'I.tiS3ti44� k3k11 F- RS4i 1 Q FAR tiS 11113
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FLEE
- INDIANA UNDERGROUND -
.Architects
Consultants
'• • r .r r $'
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AMERICAN
CONSULTING.,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317.547.5580 317.543.0270
-
Copyright (C) 2005 American Consulting, Inc.
PR BLOCK C, LLC,
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
11 - - . - --- - -1
MAPLECREST COMMONS
(LOT i) AT WEST
CARMEL CENTER
CONSULTANTS
9-`111 SETA
�,.• �gTfR f •.,'�(,l
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19900549
STATE CF
.,••'• •MVO 11►��`. • • °••;
'ONAL
D C
C MTIFED BY
DATE 08/19/05
DRAWN BY, PED
CHECKED BYl AF
ISSUED FOR, DATE,
2 GEN. REV. 10/12/05
ACE PROJECT a. IN2005.0710
TITLE'
UTILITY PLAN!
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CATCH -ALL
STORMWATER INLET PROTECTOR
THE CATCH -ALL IS AN INLET AND CATCH BASIN FILTRATION DEVICE DEVELOPED TO PREVENT SEDIMENTATION. CATCH -ALLS
ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE STRUCTURE CASTING, AND COULD REPRESENT A BEST MANAGEMENT
PRACTICE FOR YOUR EPA PHASE 2 PROGRAM.
STEEL FRAME OVERFLOW TEMPORARY INSTALLATION: CONSTRUCTION PROJECTS
FEATURE ON HIGHWAYS AND NEW HOUSING DEVELOPMENTS
CAN RESULT IN SUBSTANTIAL AMOUNTS OF SEDIMENT
DURING A RAINSTORM. TRADITIONAL PRACTICE, USING
SILT SCREENS, HAY BALES, AND FILTER FABRIC UNDER
STORM GRATES PROVIDE ONLY LIMITED PROTECTION.
CATCH -ALL WILL HOLD 2 CUBIC FEET OF GRAVEL, SILT,
AND DEBRIS, AND CAN BE MOVED FROM SITE -TO
SITE.
AYyy.;
tea:
HANDLES a
FOR EASY
REMOVAL STAINLESS STEEL BAND
(HEMMED INTO BAG)
POLYESTER MESH POLYPROPYLENE
REINFORCEMENT GEOTIXFILTER FABRIC
(OUTER LAYER) (INNER LAYER)
CATCH -ALL HAS BEEN APPROVED FOR USE ON MANY MOT ROAD CONSTRUCTION PROJECTS.
PERMANENT INSTALLATION: COMMERCIAL AND INDUSTRIAL SITES WITH IMPERVIOUS SURFACES, SUCH AS ROADS AND
PARKING LOTS, PRODUCE STORMWATER RUN -OFF THAT MAY INCLUDE PAPER REFUSE. CIGARETTES, SEDIMENT, AND EVEN
SOME FLOATING OILS. THESE CONTAMINANTS CAN QUICKLY ADD UP TO A SIGNIFICANT AMOUNT IN CATCH BASINS OR
MUNICIPAL SYSTEMS. WITHOUT PROPER TREATMENT, STORMWATER LADEN WITH SUCH MATERIALS CAN POLLUTE STREAMS,
LAKES, AND NEAR -SHORE WATERS.
THE UNIQUE DESIGN OF THE REUSABLE STEEL FRAME OF CATCH -ALL PROVIDES AN OVERFLOW CAPACITY GREATER THAN THE
OPEN AREA OF THE GRATE IT FITS UNDER. THIS MEANS LITTLE CHANCE FOR WATER TO BACK UP OR POOL, EVEN BETWEEN
SCHEDULED CLEANINGS. THE DURABLE, REINFORCED SEDIMENT BAG CAN BE CLEANED NUMEROUS TIMES AND IS EASILY
REPLACED IN THE FIELD. THE ENTIRE UNIT IS INSTALLED BELOW GRADE AND NO REBAR, CLIPS, OR STRAPS ARE EXPOSED ON
THE SURFACE. WITH A TOP FLANGE LESS THAN 1/8" THICK, THE ADDITIONAL HEIGHT EXPOSURE OF THE GRATE IS MINIMAL.
CATCH -ALL CAN BE AN IMPORTANT SUPPLEMENT FOR CATCH BASINS AND UNDERGROUND STORMWATER STORAGE SYSTEMS
THAT ARE USUALLY DIFFICULT TO ACCESS FOR CLEANING. CATCH -ALLS ARE AVAILABLE TO FIT VIRTUALLY ANY DRAINAGE
STRUCTURE CASTING.
D2 LAND & WATER RESEOURCE INC.
P.O. BOX 20792
INDIANAPOLIS, IN 46220
PHONE (317) 917 -2180
FAX (317) 917 -2181
TOLL FREE (800) 597 -2180
www.d2lwr.com
18"
x
x
� o
`* f
X,
20"
T.
22 A"
N .
GENERAL NOTES
FRAME, TOP FLANGE FABRICATED FROM 1Y4 X 1Y4 X V ANGLE. BASE
RIM FABRICATED FROM 1V X ho X V CHANNEL. HANDLES AND DATE REVISIONS
SUSPENSION BRACKETS FABRICATED FROM 1Y4" X Y4 FLAT STOCK. DRAINAGE STRUCTURE INLET FILTER
ALL DOMESTIC STEEL CONFORMING TO ASTM -A36. -18-02 ORIGINAL TYPE I
SEDIMENT BAG- BAG FABRICATED FROM 4 OZ. /SQ.YD. NON -WOVEN
POLYPROPYLENE GEOTEXTILE REINFORCED WITH POLYESTER MESH.
BAG SECURED TO BASE RIM WITH A STAINLESS STEEL STRAP AND
LOCK. MARATHON MATERIALS, INC.
18"
UP
00 N U-) N
8 cJ�n
#8 STON
MIN. THI
/t
x
N 281/4 W x 36" H FABRIC FLAP
(HEMMED TO BACK OF BAG
8h I
GENERAL NOTES
FRAME, TOP FLANGE FABRICATED FROM 1X4 X 1X4" X 9 ANGLE. BASE
RIM FABRICATED FROM 1Xi" X h` X V CHANNEL. HANDLES AND DATE REVISIONS
SUSPENSION BRACKETS FABRICATED FROM 1Y4" X Y4 FLAT STOCK. DRAINAGE STRUCTURE INLET FILTER
ALL DOMESTIC STEEL CONFORMING TO ASTM -A36. 01 -18-02 ORIGINAL TYPE II
SEDIMENT BAG- BAG FABRICATED FROM 4 OZ. /SQ.YD. NON -WOVEN
POLYPROPYLENE GEOTEXTILE REINFORCED WITH POLYESTER MESH.
BAG SECURED TO BASE RIM WITH A STAINLESS STEEL STRAP AND
LOCK. MARATHON MATERIALS, INC.
A = KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS. /ACRE
8 = KENTUCKY BLUEGRASS 120 LBS. /ACRE; CREEPING RED FESCUE 120 LBS. /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS. /ACRE
C = SPRING OATS 3 BUSHELS /ACRE
D = WHEAT OR RYE 2 BUSHELS /ACRE
E = ANNUAL RYEGRASS 40 LBS. /ACRE ( 1 LB /1000 SQ. FT. )
F = SOD
G = STRAW MULCH 2 TONS /ACRE
* /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER
** — IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD
TEMPORARY SURFACE STABILIZATION:
LOOSEN TOP 4 INCHES OF SOIL AND INCORPORATE TEMPORARY SEED INTO TOP 1/2 INCH.
IF LESS THAN 1 INCH OF TOPSOIL EXISTS, INCORPORATE 1 INCH OF ORGANIC MATER SUCH
AS COMPOST, PEAT, OR TOPSOIL INTO EXISTING SOIL BEFORE SEEDING.
PERMANENT SEEDING INSTRUCTION:
SEE B12 ON SHEET C5.3. /00,0�
DIRECTION
OF FLOW
E (1'
CKNESS)
GRAVEL PAD
J
10'
SAND BAGS
NOTES:
1. SANDBAGS, OF EITHER BURLAP OR WOVEN
GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL,
LAYERED AND PACKED TIGHTLY
2. BAGS SHALL BE LAYERED 2 OR 3 HIGH
3. LEAVE ONE SANDBAG GAP IN THE TOP ROW
TO PROVIDE A SPILLWAY FOR OVERFLOW.
4. SANDBAGS TO BE USED AFTER PAVEMENT IS
INSTALLED. PRIOR TO PAVEMENT INSTALLATION,
STRAW BALE PROTECTION TO BE USED.
5. SANDBAGS SHALL BE PLACED AND MAINTAINED
AROUND NEWLY CONSTRUCTED DRAINAGE STRUCTURES
TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM
DRAINAGE FACILITIES DURING ALL CONSTRUCTION AND
SHALL REMAIN IN PLACE UNTIL SITE WORK IS COMPLETED.
SANDBAG INLET PROTECTION
NOT TO SCALE
PLAN
CONCRETE CHUTE WASHOUT BASIN
NOT TO SCALE
TOP OF DAM
BOTTOM OF DAM
SECTION B -8
PLAN
—A " EMERGENCY
=RFLOW WEIR
?
v v
(V
.........
,.� ' :...... .....: I 1 11..... f I..
..............
i
i
......,
i-
#1 STONE
.I I
SECTION A- A
MAINTENANCE:
1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT, REMOVING
SEDIMENT AND MAKING NEEDED REPAIRS IMMEDIATELY.
2. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZES,
REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT
AND CONSTRUCTION MATERIAL, AND RE- STABILIZE.
ROCK CHECK DAM DETAIL
NOT TO SCALE
ORANGE SILT FENCE OR -
CONSTRUCTION FENCE
NOTE:
BASIN SHOULD BE
CLEARLY MARKED FOR
CONCRETE WASHOUT
z
6" MIN. No. 2 SECTION
CRUSHED STONE
�•1
300
275
250
225
200
SLOPE 175
LENGTH 150
FT. 125
100
75
50
25
�1'
M
PLAN
EXTEND APRON TO LENGTH SHOWN ON
EROSION CONTROL PLAN
A
C
C
3 -7
C
B
A
A
B
B
•
-
-
A = KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS. /ACRE
8 = KENTUCKY BLUEGRASS 120 LBS. /ACRE; CREEPING RED FESCUE 120 LBS. /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS. /ACRE
C = SPRING OATS 3 BUSHELS /ACRE
D = WHEAT OR RYE 2 BUSHELS /ACRE
E = ANNUAL RYEGRASS 40 LBS. /ACRE ( 1 LB /1000 SQ. FT. )
F = SOD
G = STRAW MULCH 2 TONS /ACRE
* /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER
** — IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD
TEMPORARY SURFACE STABILIZATION:
LOOSEN TOP 4 INCHES OF SOIL AND INCORPORATE TEMPORARY SEED INTO TOP 1/2 INCH.
IF LESS THAN 1 INCH OF TOPSOIL EXISTS, INCORPORATE 1 INCH OF ORGANIC MATER SUCH
AS COMPOST, PEAT, OR TOPSOIL INTO EXISTING SOIL BEFORE SEEDING.
PERMANENT SEEDING INSTRUCTION:
SEE B12 ON SHEET C5.3. /00,0�
DIRECTION
OF FLOW
E (1'
CKNESS)
GRAVEL PAD
J
10'
SAND BAGS
NOTES:
1. SANDBAGS, OF EITHER BURLAP OR WOVEN
GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL,
LAYERED AND PACKED TIGHTLY
2. BAGS SHALL BE LAYERED 2 OR 3 HIGH
3. LEAVE ONE SANDBAG GAP IN THE TOP ROW
TO PROVIDE A SPILLWAY FOR OVERFLOW.
4. SANDBAGS TO BE USED AFTER PAVEMENT IS
INSTALLED. PRIOR TO PAVEMENT INSTALLATION,
STRAW BALE PROTECTION TO BE USED.
5. SANDBAGS SHALL BE PLACED AND MAINTAINED
AROUND NEWLY CONSTRUCTED DRAINAGE STRUCTURES
TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM
DRAINAGE FACILITIES DURING ALL CONSTRUCTION AND
SHALL REMAIN IN PLACE UNTIL SITE WORK IS COMPLETED.
SANDBAG INLET PROTECTION
NOT TO SCALE
PLAN
CONCRETE CHUTE WASHOUT BASIN
NOT TO SCALE
TOP OF DAM
BOTTOM OF DAM
SECTION B -8
PLAN
—A " EMERGENCY
=RFLOW WEIR
?
v v
(V
.........
,.� ' :...... .....: I 1 11..... f I..
..............
i
i
......,
i-
#1 STONE
.I I
SECTION A- A
MAINTENANCE:
1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT, REMOVING
SEDIMENT AND MAKING NEEDED REPAIRS IMMEDIATELY.
2. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZES,
REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT
AND CONSTRUCTION MATERIAL, AND RE- STABILIZE.
ROCK CHECK DAM DETAIL
NOT TO SCALE
ORANGE SILT FENCE OR -
CONSTRUCTION FENCE
NOTE:
BASIN SHOULD BE
CLEARLY MARKED FOR
CONCRETE WASHOUT
z
6" MIN. No. 2 SECTION
CRUSHED STONE
�•1
300
275
250
225
200
SLOPE 175
LENGTH 150
FT. 125
100
75
50
25
�1'
M
PLAN
EXTEND APRON TO LENGTH SHOWN ON
EROSION CONTROL PLAN
A
C
C
3 -7
C
B
X
1 STAPLE PER SQ. YD. 11/2 STAPLES PER SQ. YD.
GENERAL STAPLE RECOMMENDATIONS
B
C
C
c
C
B
A
A
B
B
4:1
d-
C
3'
2 STAPLES PER SQ. YD.
ADDITIONAL STAPLES AS REQUIRED
DUE TO DEPTH OF FLOW
O
X
NOTES
CHANNEL LININGS UTILIZE STAPLE PATTERN "C"
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER LINE.
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN
3:1 2:1 1 :1 CHANNEL EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY
LINING DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL.
SLOPE GRADIENT AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE
OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE
PATTERN "C" SHOULD BE UTILIZED.
EROSION CONTROL MAT INSTALLATION GUIDE DETAIL
NOT TO SCALE
NONWOVEN SPACE POSTS PER
GEOTEXTILE I MANUFACTURER 1
FABRIC RECOMMENDATIONS
APRON
END SECTION
�— NO OVERFALL
STORM PIPE FILTER FABRIC
SECTION
OUTLET PROTECTION DETAIL
NOT TO SCALE
NOTES: 1. FOUNDATION SHALL BE GEOTEXTILE FABRIC FOR STABILIZATION AND FILTRATION OR
WELL- GRADED GRAVEL FILTER LAYER AT LEAST 6 IN. THICK
2. STONE SHALL BE HARD, ANGULAR, AND HIGHLY WEATHER- RESISTANT RIPRAP STONE
AT A THICKNESS OF 12 IN. MINIMUM OR TWO TIMES THE STONE DIAMETER, WHICHEVER IS GREATER
3. MAKE SURE THE TOP OF THE RIPRAP APRON IS LEVEL WITH OR SLIGHTLY BELOW
THE RECEIVING STREAM. ( RIPRAP SHOULD NOT RESTRICT THE CHANNEL OR PRODUCE AN OVERFALL)
.......... :. ........... . . .. ........... . , �....... -- , - - - -, , ,...........,
I...........I I I .... l 1.- I ...... : :f { : :.... H
I ........ . ..........:
i I.....1.....I I I............I :.:...:....... i .... .. :..... .... .,
I I': : ::: 1 ... : : : ::. .......
WIRE
FILTER FABRIC`
WOOD POST
FLOW
�l
NOTE:
POSTS SHALL HAVE A MINIMUM LENGTH OF
36 INCHES PLUS BURIAL DEPTH. POST MATERIAL
• SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL
1-.-�.�-."-.'-.'-.'-.'-�.�-�-.- I :1 _ :
........... '• �� ....
I -� I _ INSTALLATION AND TO SUPPORT APPLIED
:•
. , DURING
` : :.::::: ............. LOADS.
.... .
..........
N
. :�' . .
FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC
j CONSISTING OF STRONG, ROT RESISTANT.
....... ............ 1.......... .........
EXTEND FABRIC & _j ` MATERIALS RESISTANT TO DETERIORATION FROM
WIRE TO 4" BELOW
ULTRAVIOLET AND HEAT EXPOSURE.
SURFACE
............. .........
SILT FENCE CONSTRUCTION
NOT TO SCALE
}
3
0
O
50' MIN.
1 O'R
. •�••. -1,•!! .0.0.1 /•�.�••�•
1 ���� of ,/ �••
Owl WE
10'R 6" MIN.NO. 2
CRUSHED STONE
GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
NOTE:
IF CUTS BECOME GREATER THAN SAN NORTH AMERICAN GREEN STRAW /COCONUT
ADDITIONAL 6' OF SOIL MUST BE FIBER SEEDED EROSION CONTROL BLANKET -
REMOVED & REPLACED S150 FOR USE ON 3:1 SLOPES
FOR SEED.
'- 0" it-on 6"
6' 1
/ Z- FL AS SHOWN
ON PLANS
BANKS TO BE SEEDED & MULCHED PER THE SEASONAL
SOIL PROTECTION CHART & APPROXIMATE SEEDING DATES FOR INDIANA
TYPICAL GRASSED WATERWAY SECTION
NOT TO SCALE
�...
Architects
Consultants
Engineers
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317547.5580 317.543.0270
Copyright (C) 2005 — Amerlccn Consulting, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MAPLECREST COMMONS
(LOT 1) AT WEST
CARMEL CENTER
CONSULTANTS
FEtgy
No.
* 19900549
STATE ff
''••.!NO IAN•,.••''
��IAL
6 /C
CERTFIED B
DATE, 08/19/05
DRAWN BY, PED
CHECKED BY, AF
ISSUED FORe DATE@
AGEN. REV. 10/07/05
ACE PROJECT a IN2006.0710
EROSION
CONTROL
DETAILS
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SITE NAME
The area scheduled for construction is known as "Moplecrest" (hereinafter referred to as the "Project').
PROJECT LOCATION
The property is located at Southeast Corner of Michigan Road and 106th Street in Carmel, Indiana, at a latitude
of 39'56'20 N and a longitude of 86 1402 W.
OWNER'S INFORMATION
Name: PR Block C. LLC
Address: 8463 Castlewood Drive, Indianapolis, Indiana 46250
Representative: Mr. Craig May
Title:
Telephone: (317) 841 -1002
Facsimile: (317) 576 -5173
OPERATOR'S INFORMATION
Name: Not available
Address:
Representative:
Title:
Telephone:
Facsimile:
NOTICE OF INTENT
All parties defined as owners or operators must submit a Notice of Intent (N01) at least 48 hours prior to
commencement of on -site construction activities. Submittal of late N01's is not prohibited; however, authorization
under the construction general permit is only for discharges that occur after permit coverage is granted. Unpermitted
discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined
as any party meeting either of the following requirements:
a) The party has operational control over construction plans and specifications, including the ability to make
modifications to those plans and specifications.
b) The party has day -to -day operational control of those activities at a project that are necessary to ensure
compliance with a stormwater pollution prevention plan for the site or other permit conditions.
A2 11" x 17' PLAT
Refer to Sheet C1.1
A3 PROJECT NARRATIVE
This project consists of the construction of the development of Lot 1 in Block C at West Carmel Center
in Carmel, Indiana. The development includes the construction of one 22,252 -sft retail shopping center and
supporting facilities and infrastructure, not limited to the following activities: removal and stockpiling of topsoil
and installation of sanitary sewers and laterals, water laterals, storm sewers, and other utilities.
The site shall be paved and landscaped.
Co
drainage plans for the site include a storm sewer designed for conveyance of 10 -year flood discharges to a
osed dry detention pond along the western property lines. Discharge from the proposed dry detention pond will
e the dry pond through a 3.25 orifice. This will back up storm water and increase overall release time. This allows
edimentation to settle out of the stormwater discharge.
A4 VICINITY MAP
Refer to Title Sheet
Record Description:
Lot 1 in amended Block C of West Carmel Center as per plat thereof recorded as instrument
#200400018514 in plat cabinet 3, slide 373 by the recorder of Hamilton County, Indiana.
A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS
The site will not be subdivided; therefore, there are no individual lots on the property. The overall site plan, Sheet
C2.2, shows the proposed site improvements.
A7 HYDROLOGIC UNIT CODE (HUC)
05120201120080
AB STATE AND FEDERAL WATER QUALITY PERMITS
None are required for this project.
A9 SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE
Stormwater drainage from the site will be conveyed by a storm sewer to a proposed dry detention pond located
along the west side of the site. The existing outlet for the detention pond discharges into an existing storm
structure and 15" rcp.
A10 LOCATION AND NAME OF ALL WETLANDS, LAKES, AND WATERCOURSES ON AND ADJACENT TO THE SITE
No wetlands or adjacent lakes have been identified on the site or downstream of the project that may be
impacted by storm water discharges as a result of the proposed construction activities.
All IDENTIFICATION OF ALL RECEIVING WATERS
The site ultimately discharges to the Michigan Road culvert which is part of the Park Northwestern Legal Drain.
The ultimate receiving water is Eagle Creek.
Al2 IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER
There are no locations on site where surface water may be discharged into ground water.
A13 100 -YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES
The site does not lie within any floodplain, floodway, or floodway fringe. The information was obtained from Flood
Insurance Rate Map Panel 18057CO205 F dated February 19, 2003 for Hamilton County, Indiana.
A14 PRE - CONSTRUCTION AND POST- CONSTRUCTION ESTIMATE OF PEAK DISCHARGE
Pre - construction 10 -year discharge: 3.93 cfs
Post - construction 10 -year discharge: 0.42 cfs
A15 ADJACENT LAND USE
Upstream Water shed:
North: Pipeline Easement & Commercial
East: Undeveloped Commercial
South: Pipeline Easement & Commercial
West: Commercial
A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS
The project site is approximately 5.81 acres of which 2.74 acres will be disturbed by construction activities. Refer to
plan sheet C5.1 for the construction limits.
A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER
At this time, grassy cover exists.
A18 SOILS MAP INCLUDING SOIL DESCRIPTION AND LIMITATIONS
Soil information from the Hamilton County Soil Survey is on Sheet C5.1.This site has Crosby silt loam
and Brookston soils.
The suitability of the soils for pavement (local roads and streets) is listed in Table 8 as severe. The on -site soil will
be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the pavement
system. Remedial treatments may include, but are not limited to, removal of unsuitable soil and backfilling with
engineered material, installation of a geofabric within or under the pavement system, or treatment of the subgrade
with lime.
The limitations of the soils for small commercial buildings as listed in Table 8 as severe. The foundations of the
building will be designed by the structural engineer to accommodate the actual bearing capacity of the soil. The on-
3 site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the
° foundation system. Remedial treatment may include, but is not limited to, removal of the suitable soil and
N backflling with engineered material
Other suitability or limitations of the soil for the other classifications of use listed in the table are not applicable
r to this project.
M
cl A19 LOCATIONS, SIZE, AND DIMENSIONS FOR PROPOSED STORMWATER SYSTEMS
8 Locations of stormwater systems: Sheet C3.1
Size of storm sewer. C3.1
Details of storm inlets and manholes: C6.2
Cn
A20 PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT
0
No off site construction activities are anticipated as part of this project.
0 A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL
o Excess soil shall be immediately stockpiled and seeded and /or removed from the construction site in
°w nrr- nrdance with all applicable laws_
A22 EXISTING SITE TOPOGRAPHY
8
Refer to Sheet CIA.
-' A23 PROPOSED FINAL SITE TOPOGRAPHY
U
Ca
a Refer to Sheet C3.1.
a.
B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
The following potential pollutant sources may be associated with construction activities on site:
1. Material storage areas (more specifically described below)
2. Construction waste material
3. Fuel storage areas and fueling stations
4. Exposed soils
5. Leaking vehicles and equipment
6. Sanitary waste from temporary toilet facilities
7. Litter
8. Windblown dust
9. Soil tracking off site from construction equipment
The following construction materials will be staged or stored on site at various points during development of the
site:
1. Structural fill
2. Road Base
3. Plastic drainage pipe
4. Water main pipe and appurtenances
5. Concrete drainage pipe
6. Concrete culverts
7. Precast concrete manholes
8. Rock rip -rap
B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND- DISTURBING ACTIVITIES
1. Install construction entrance.
2. Utilize the gravel construction entrance for installation of the perimeter silt fence.
Add stone if needed. Post the N01 at the entrance. Add protection measures to
existing inlets.
3. Install staging area, fueling station, material storage area and concrete truck washout.
4. Strip the top soil and grade.
5. Complete the cut and fills on the site. Final grade
and seed the pond slopes. Install check dams or stabilize the slopes with erosion
control blankets.
6. Start building construction. Install staging area for building materials.
7. Install storm sewer and other utilities. Provide
inlet protection immediately upon completion of the inlet and install riprap outlet
protection prior to installing outlets. Final grade and stabilize slopes when inlets
are functioning.
8. Seed the perimeter of the site.
9. Complete utility installation, curbs, paving and building construction.
10. Install landscaping plant material and stabilize all disturbed areas.
11. Remove all erosion and sediment control practices when areas have a uniform grass
cover.
83 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS
Refer to Sheet C5.1 for location and C5.2 for details.
B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS
Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed
on sloped areas where the slope exceeds 6:1 (horizontal to vertical). The location where this condition will exist
is on the sides of the edge of the detention pond. The height of
the sloped areas is generally less than seven feet. Because lengths and heights of the slopes are small, more
aggressive erosion control measures were not considered.
Refer to Sheet C5.1 for location and C5.2 for details.
85 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS
Concentrated flow in ditches will be protected by erosion control blanket. Refer to
Sheet C5.1 for the locations of erosion control blanket on Sheet C5.2 for construction
details.
Straw bales and silt fences will not be allowed as concentrated flow protection measures.
86 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS
The contractor shall install sand bags around each inlet In paved areas and straw bales around inlets in grass
areas during construction. The proposed inlet will contain a permanent two -foot sump to collect sediment during and
after construction. Refer to Sheet C5.1 for locations and refer to Sheet C6.2 for details.
Straw bales alone will not be allowed as inlet protection measures.
87 RUNOFF CONTROL MEASURES
Rock donuts and erosion control blankets will be used to control runoff in concentrated flow areas.
Refer to Sheets C5.1 and C5.2.
88 STORMWATER OUTLET PROTECTION SPECIFICATIONS
Stormwater outlets will be protected by riprap aprons. Refer to Sheet C5.1 and C5.2.
B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS
Erosion control blankets will be utilized as grade - stabilization structures. Refer to sheets C5.1 and C5.2.
B10 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE
Proposed stormwater detention ponds are included in this project
The detention ponds will provide a sediment removal function in addition to the primary
function of controlling peak discharges from the site.
B11 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON
Refer to Sheet C5.2, within the Seasonal Soil Protection Chart.
B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS
A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates
specified. Organic soil amendments such as peat, compost or manure shall be applied at 2" depth evenly over
soil and incorporated into the top 6' of topsoil. Provide fertilizer with percentage of nitrogen required to
provide not less than 1 pound of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4 percent
phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Delay mixing
of fertilizer if planting will not follow placing of planting soil within a few days.
B. Fertilizer for lawns:
Provide a fast release fertilizer with a composition of 1 lb. per 1,000 sq -ft. of actual nitrogen and 2 percent
potassium by weight.
C. Slow- release fertilizer for trees and shrubs; granular fertilizer consisting of 50 percent water- insoiuble nitrogen,
phosphorus and potassium made up of a composition by weight of 5 percent.
D. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading
to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch
diameter, and other objects that may interfere with planting or maintenance operations.
E. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour.
Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other.
F. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray.
G. Install erosion control blankets as 'Indicated on the plan.
H. Protect seeded areas against erosion by spreading clean, seed -free straw mulch after completion of seeding
operations. Spread uniformly to form a continuous blanket not less than 1 -1/2 inches loose measurements
over seeded areas.
I. Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn
areas disturbed by construction activities including tree and shrub installation.
J. Refer to Sheet C5.2, within the Seasonal Soil Protection Chart for timing of temporary and permanent
seeding and grass seed specifications.
B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN
Solid Waste Disposal
No solid material, including building materials, is permitted to be discharged to surface waters or buried on site.
All solid waste materials, including disposable materials incidental to the construction activity, must be collected
in containers or closed dumpsters. The collection containers must be emptied periodically and the collected
material hauled to a landfill permitted by the State and /or appropriate local municipality to accept the waste
for disposal.
A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers
on proper solid waste procedures.
Hazardous Waste
Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous
waste materials will be disposed in the manner specified by federal, state, or local regulations or by the
manufacturer.
Use containment berms in fueling and maintenance areas and where potential for spills is high.
A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on
proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on
the stormwater pollution prevention plan by the operator following on -site location of the facility.
Dust Control /Off -Site Vehicle Tracking
During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce
dust. After construction, the site should be stabilized to reduce dust.
Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent
device. The purpose of the rock pad is to minimize the amount of soil and mud that is tracked onto existing
streets. If sediment escapes the construction site, off -site accumulations of sediment must be removed at a
frequency sufficient to minimize offsite impacts.
;unitary /Septic
:ontractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic
ystem regulations. Sanitary acilities shall be provided at the site by each contractor or subcontractor
y facilities should be utilized b all construction personnel and be
gg construction activities. The sanitary
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erviced regularly. All expenses associated with roviding. sanitary facilities are the responsibility of the
ontractors and subcontractors. The location ofPany sanitary facilities should be indicated on the stormwater
iollution prevention plan by the operator following on -site location of said facilities.
%ater Source
Water used to establish and maintain grass, to control dust, and for other construction purposes must originate
from a public water supply or private well approved by the State or local health department.
Equipment Fueling and Storage Areas
Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area).
Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they
may be washed away during a rain event.
Equipment wash down (except for wheel washes) should take place within an area surrounded by a berm. The use
of detergents is prohibited.
Hazardous Material Storage
Chemicals, oints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original
containers (if original container is not resealable, store the products in clearly labeled, waterproof containers).
Except during application, the containers should be kept in trucks or in bermed areas within covered storage
facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in
accordance with the federal, state, and local regulations.
As may be required byy federal, state or local regulations, the Contractor should have a Hazardous Materials
Management Plan and /or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor
should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous
materials storage and handling procedures. The location of any hazardous material storage areas should be
indicated on the stormwater pollution prevention plan by the operator following on -site location of the storage
areas.
Material Handling and Spill Prevention
Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill
of a hazardous substance, the operator is required to notify the Local Fire Department (317- 571 -2600) to properly
report the spill. In addition, the operator shall submit a written description of the release (including the type and
amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to
prevent future spills) to the local Soil and Water Conservation District. The SWPPP must be revised within 14 calendar
days.after the release to reflect the release, stating the information above along with modifications to minimize the
possibility of future occurrences. Each contractor and subcontractor is responsible for complying with these reporting
requirements.
Concrete Washout
All concrete trucks waste material shall be completely contained and disposed in accordance with all local, state,
and federal regulations. A pit or container is required when cleaning concrete chutes.
Spill Response Plan
The project supervisor should be notified of all spills. If a spill has the potential for groundwater or surface water
pollution, the Carmel Fire Department (317- 571 -2600) and the owner (317 -841 -1002) should be contacted. If a
spill does ollute the surface or ground water, the IDEM Spill Response Center (888- 233 -7745) and the County
Surveyor (317- 776 -8495) need to be contacted. (The Surveyor is a contact only if the drainage system
discharged into a Regulated Drain.)
All possible measures such as diking or calling a spill clean -up specialist shall be used to minimize any impacts.
Clean up materials shall be stocked on the construction site at all times.
B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE
Inspection Schedule /Reporting
Afl impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7)
calendar days and within 24 hours after a rainfall of 0.5 inch or greater. Where sites have been final or
temporarily stabilized or on sites where runoff is unlikely due to winter conditions (e.g., site is covered with
snow, ice, or frozen ground exists), such inspections shall be conducted at least once every month.
Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with
the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project.
Inspection reports shall be completed including scope of the inspection, names) and qualifications of Personnel
making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP,
and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection
report should state whether the site was in compliance or identify any incidents of noncompliance. The
contractor shall keep a copy of the inspection reports on site and permanently for a period of two years
following construction. The on -site reports may be requested by inspections conducted by the local Soil and
Water Conservation District.
Construction Entrance
Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each
contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls
as described in this SWPPP.
Material Storage Inspections .
Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is
to ensure that materials are protected and /or impounded so that pollutants cannot discharge from storage
areas. Off -site material storage areas used solely by the subject project are considered to be part of the
project and must be included in the erosion control plans and the site inspection reports.
Soil Stabilization Inspections
Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has
achieved final stabilization once all areas ore covered with pavement or have a stand of vegetation with at least
70% of the background vegetation density. The density of 70% or greater must be maintained to be considered
as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to
achieve this goal.
Erosion and Sediment Control Inspections .
All controls should be in ected at least once every seven (7) calendar days and following any storm event of
0.5 inch or greater. The following is a list of inspection /maintenance practices that will be used for specific
controls:
1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored.
2. inlet Protection: Sediment should be removed when it reaches approximately one -half the height of the
fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by 50 %.
3. Diversion Swales: Clean debris or other obstructions as needed. Damage from storms or normal construction
activities (i.e., tire ruts) shall be repaired immediately.
4. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather- related events. Mulch in
high traffic area should be replaced on a regular basis to maintain uniform protection.
5. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its original dimensions
at such point that the capacity of the impoundment has been reduced to one -half of its original storage
capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion.
6. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not diminishing the
effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original
dimensions at such point that the capacity of the impoundment has been reduced to 20% of its original
storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from
erosion.
7. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the
fence.
8. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones.
9. Straw Bales: Replace straw bales that show signs of deterioration.
10. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established.
Establish a watering and fertilizing schedule.
11. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be
prevented from becoming a pollutant source for stormwater discharges through screening of outfolls and
daily pickup of litter.
In the event that sediment escapes the construction site, off -site accumulations of sediment must be removed
at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment
has washed into the street and could be carried into the storm sewers by the next rainfall and /or pose a safety
hazard to users of public streets.
Modifications /Revisions to SWPPP
Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven
calendar days of the inspection. A modification is necessary if a control measure or operational procedure does
not provide adequate pollutant control. All revisions shall be recorded on a Record of Revisions within seven
calendar days of the inspection.
It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions
or contractor /subcontractor practices could make it necessary to install more controls than were originally
planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional
silt barrier or other structural controls. Assessing the need for and installing additional controls will be a
continuing contractor /subcontractor responsibility until final stabilization is achieved. Contractors and
subcontractors implementing this SWPPP must remain alert to the need to periodically refine and update this
SWPPP in order to accomplish the intended goals.
Notice of Termination .
Compliance of the site with the General Construction Permit remains the responsibility of all operators that have
submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittees
authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is
signed.
All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have
been met:
1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible.
2. Another operator /permittee has assumed control over all areas of the site that have not been finally
stabilized.
3. In residential construction operations, temporary stabilization has been completed and the residence has
been transferred to the homeowner.
B15 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS
Since the entire site is under a single ownership, there ore not any individual building lots.
Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE
Is "� * f'�:O r: = Architects
The proposed land use is a retail center. The pollutants and sources of each pollutant normally expected ,:, ,.�
from this type of land use are listed below:
Consultants
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Pollutant Source: Passenger vehicles, deliver vehicles. �:v; .v;;
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Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, ;::::;F; .<;: . :
grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic
:,:_ <:_ Engineers
fragments, grit, road de -icing materials AMERICAN
Pollutant Source: Retail building �r T T T
Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, CONSULTING.,
L 1 T
ING.
aggregate or rubber fragments from roofing system. INC.
Pollutant Source: Trash dumpster
Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with 7260 SHADELAND STATION
distribution operations), uneaten food products, bacteria. INDIANAPOLIS IN 46256.3917
Pollutant Source: Parking lot 317.547.5580 317543.0270
Copyright (C) 2005 - American Consulting. Inc.
Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface,
bitumincus compounds from periodic maintenance (sealing, resurfacing and patching), pavement de -icing
materials, point fragments from parking stall stripes, concrete fragments, wind -blown litter from off -site
sources, elevated water temperatures from contact with impervious surfaces
Pollutant Source: Lawn and landscape areas
Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings)
The anticipated pollution sources are the vehicles that will use facility, including both delivery trucks and
passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other pollutants
associated with vehicular traffic.
C, I.I.C. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION PR BLOCK 8463 CASTLEWOOD
The stormwater detention ponds be in place as permanent features after construction is completed. DRIVE
Although the purpose of the ponds is to restrict stormwater discharges, they will provide an incidental
sediment removal function. INDIANAPOLIS, INDIANA
Oils, grease, brake fluid and gasoline spilled on -site shall be immediately absorbed with products such as 11 I
perlite vermiculite, sand or polypropylene and disposed of in accordance with local regulations.
C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES MAPLECREST COMMONS
Grading and Drainage (LOT 1) AT WEST
The offsite areas and lawn areas that sheet drain to the proposed swale along the north and south sides of the CARMEL CENTER
site will be seeded and blanketed to reduce the possibility of erosion. The roof drains from the building will be
directed by the underground piping to the detention pond. This will eliminate concentrated flow from
downspouts that could erode lawn areas adjacent to the building.
Detention Pond CONSULTANTS
The site drainage plan includes a proposed detention pond. The site drainage will be directed through the detention
system prior to discharge to an existing 15" rcp. Although the detention ponds were not designed as a stormwater
quality ponds. They will provide a sediment removal function that is very close to that provided by a stormwater -
quality swale.
Topsoil for the dry detention pond will be see(',ed with grass and graded; not to exceed 3:1 slopes. Proposed
landscape trees and shrubs will be added. These bio areas will act as a natural filter strip to help improve stormwater
quality. The vegetated areas will slow the velocities of storm water run -off, reduce sediment run -off, and reduce
problems associated with mud or dust from bare soils.
Design Considerations Relative to Stormwater Quality .
As mentioned previously, this project contains plans for installation of post- construction stormwater quality
Best Management Practice (BMP) such as the detention pond and the sumps in the stormwater inlets.
A description of some stormwater quality BMPs that may be incorporated into the project in the future are as
follows. the feasibility of applying any of these practices to a particular project is a complicated decision -
making process that involves input from the owner and regulatory agencies. In addition, each local authority
will dictate design criteria and practices that may very widely from one jurisdiction to the next. Therefore, the
use of any of BMPs in the list is speculative. The fact that a BMP is list should not be understood to mean only
that it might have been installed at this project or that it should be considered for a similar project in the
future. Furthermore, the lack of any of the following stormwater quality measures in this plan is not an
admission of errors, omissions, or negligence on the part of the engineer or the owner.
Typical Stormwater- Quality BMPs and methods to reduce stormwater pollutants
Stormwater Ponds
These ponds can be incorporated into the design of a stormwater detention pond or can be separate structures.
Stormwater Wetlands
Stormwater wetlands are artificial wetlands created for the purpose of stormwater pollutant removal and
quantity control.
Bioretention areas
Bioretention areas (sometimes called rain gardens) are structural stormwater controls that capture and
temporarily store runoff using solid and vegetation in landscaped areas to remove pollutants. Bioretention areas
are engineered facilities in which runoff is conveyed as sheet flow to the treatment area, consisting of a grass
buffer strip, ponding area, organic layer, soil and vegetation.
Sand filters
Sand filters are structural stormwater controls Yhat temporarily store stormwater and pass it through a filter
bed of sand.
Water quality swales - FET,q y
Dry water quality swales (sometimes called biofiltration swales) are channels designed and constructed to ... %%sTERi:.. j
capture and treat stormwater runoff within dry cells formed by check dams or other means. �.1 $ C. %
Biofilters . No.
�k 1.
Biofilters are densely vegetated sections of land designed to treat runoff and remove pollutants through '�' 19900549 ?
vegetative filtering and infiltration. STAIEff 1.
Catch basin inserts or manufactured structural BMPs •.•••. / DIXNIN. ..••'
Many variations of catch basin inserts or manufactured BMPs exist. Inserts are devices inserted into a standard oNAI�`
catch basin. Manufactured structural BMPs are catch basins manufactured offsite and assembled in place.
Good Housekeeping measures
Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction It
in fertilizer oversproy can be incorporated by the owner and /or occupant. /C
C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE CERTFIED B
The following items are stormwater quality measures that will be installed during construction. These items will
remain in place after construction is completed and are considered to serve an incidental function as
post - construction stormwater quality BMPs. DATE, 08/19/05
Dry Detention Ponds DRAWN BY- PED
The location, details, and specifications for the stormwater detention ponds are shown on sheet C5.1. CHECKED BY, AF
Riprop Aprons
Riprop aprons are to prevent erosion. Refer to sheet C5.1 for locations and sheet C5.2 for detail. ISSUED FOR, DATE,
Grass Strip AGEN. REV. 10/07/05
Grass strips and vegetation will act as a natural filter strip to aide in storm water quality.
C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST - CONSTRUCTION STORMWATER QUALITY MEASURES
Maintenance requirements for the detention pond, swales and inlet sumps, which will remain in place after
construction is completed, are described below.
Dry Detention Pond
The detention ponds will be maintained and monitored to prevent the accumulation of silt that would inhibit its
function to control stormwater discharge rates.
Post construction maintenance requirements for the ponds are to include periodic inspection as needed or at
least every six months. Sediment shall be disposed of off site in accordance with all applicable laws. Areas that
show signs of erosion shall be stabilized with erosion control blanket and /or seed as necessary.
Sumps in Inlets
Inlet sumps shall be inspected and cleaned at the end of construction regardless of whether is has reached its
sediment capacity. Inspect every six months and clean as needed. Inspect and clean each sump once annually
regardless of whether it has reached its sediment storage capacity.
ACE PROJECT so IN2005.0710
BILE,
STORM MATER
POLLUTION
PREVENTION
. PLAN
CaU3
" 1001 >:::<<.: >:.:
f " TACK COAT >> > <`<` < > > ><
10 -6 10 -0 TOP OF CURB Architects
r 2.35
611 OR 8 20 <::.
PRIME COAT
0 0 0 0 0 0 0 0
O O
0 0 0 C011SUItalltS
ARCHITECTURAL TYP. TOP OF PAVEMENT �� < "�
R ...................................................•----........ ........................... - - -- -----......................................... ............................... N0.11 SURFACE .........
(REFER TO A r
( )
r.1
O O O O O O O O O O O O O O O O O \\ \ \\ \_
0 0 0 0 0 0 PLANS FOR DUMPSTER \ `r,:: .
ENCLOSURE DETAIL) I I I i I I I I I 1 I I ` `. �\ `` `` \ \\ to N0.8 BINDER :<.:> >;
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 < >> Engineers
o ,.::t:.,..N::
0 0 0 0 0 0 0 0 0 O O O `n �` �'` ' Y �' N0.5DSTONE
0 0 0 0 0 0 0 0 0 0 O
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00000000000000000000000 VII
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O O O O O O O O O O O O O O O O O O O O O N " n _ j
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0 0 0 O 0 o O O 0 O 0 O 0 O O O o O 0 O o 0 o N O O O O a h
" OF CURB
s ° TRANSVERSE OF CURB S `_�r°
0 0 0 0 0 0 0 0 0 0 ° d o. ~ :' A N 0.2 STONE INC.
o O O 0 0 O O o O O O o O A n t n i3
t EXPANSION JOINTS TRANSVERSE
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0000000000000000 �. - -_ _ _ _ _-
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0 0 - -.. S, 00000000000000000 O O . . �( j INDIANAPOLI IN 46256.39 0 0 0 0 0 0 O O A � B JO DE I L � • f� C I :--- - ; • � �f GRAINED SUBGRADE TO BE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 ( i _ a r t E 317.547.5580 317. 543.0270
NOT TO SCALE �'- 1 COMPACTED ACCORDING TO Copyright (C) 2005 American Consulting, Inc
00000000000000x00000000 t ti "' . ° <` �..< GEOTECHNICAL REPORT BY
: t U . <.. 4d ATC & ASSOCIATES
O O° O° r.:6 : : Q ....,' :: ,'�• i HAMILTON COUNTY HIGHWAY DEPARTMENT
n RIGHT OF WAY & EXTERIOR STREET
4' -0" MIN. VARIES WITH WIDTH OF RAMP t : ~
• ° . •'' a n �' • �° � _ ' ° •' � � DOLED CONT�OL JOINT
1 WIDE, MIN. 4 DEPTH APPLY ANTI- SPALLING ASPHALT PAVEMENT SECTION
TRUNCATED DOME PLAN VIEW 4
4 CONC. SLAB W COMPOUND
°' •% ' / NOT TO SCALE
TRUNCATED DOME SPACING BROOM FINISH 611
1" RADIUS - TOOLED
COTES:- 0.4" ROUND EDGE
1. DETECTABLE WARNINGS SHALL BE OF THE PAVER OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS SPECIFICATIONS. 6x6 W1.4xW1.4xW.W.F. TACK COAT
2
WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP. PRIME A PR BLOCK C, LLC.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH. 0.2" 10f_6ff „ 10� -p "_ �'° ' °'�''� �. -�� . ° y g Y' N011B SURFACE 8463 CASTLEWOOD
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. REACTION PAD -6" CONC. DUMPSTER PAD -4" CONC.
WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF 0.9" BIT. PVM T.� a-� ` \. \ `\ N0.9 BINDER
5. DETECTABLE WAR - -
\ , \ ` ` ` , \
° ....................... .... ........... ...............................
OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. I cD N cn :, o :, <,4 r -- ....... --- ............J.......... -.. �% ;� •?'`;�;, -; �t'r.,' . ..� ,�.
_ _ ra.. .,J�(;?. <: N0.53 STONE INDIANAPOLIS, INDIANA
-- _ ° , y
6. DECTECTABLE WARNING AREA SHALL BE A CONTRASTING COLOR IN ALL LOCATIONS. TRUNCATED DOME SECTION a _ f 1
E BEVELED TO ELIMINATE TRIP HAZARD.
7. IF MATS ARE TO BE USED, EDGES SHALL B NO.2 STONE
� \ Iii
TRUNCATED -
_ " „ 6x6 -6 6 wwF GRANULAR � % _ ., MAPLECREST COMMONS
PL D OSS-S IO FILL
A- A -
SECTION
„ If -: � �, (LOT A
i _
tv0 0 SCALE p g - �-�� .... ..... _____ ....
611 P CARMEL CENTER
-�- -�. . `� !• •• � --• •••� 6" COMPACTED &WELL
COMP. AGGR. BASE ° °
• p DRAINED SUBGRADE TO BE
COMPACTED ACCORDING TO
H o 4 REBAR (CONT.) '. ' HEAVY DUTY ASPHALT GEOTECHNICAL REPORT BY
G G DUMPSTER PAD DETAIL TOP & BOTTOM ATC & ASSOCIATES
� PAVEMENT SECTION
SIDEWALK (SEE SHEET NOT TO SCALE
. NOT TO SCALE CONSULTANTS
is f��l f II o C2.2 FOR DIMENSION) BOTTOM EDGE OF RAMP COMBINED CURB &WALK DETAIL
SIDEWALK TO BE FLUSH WITH NOT TO SCALE TACK COAT
CURB RAMP BOTTOM OF CURB
PRIME COAT
2.0% (max.)
CROWN CAP W/ CONC.
1"I - .._._.. _ _.- .-- ...... Y :� -� WWW .-- ..- ................. N0.
11B SURFACE
�= - - PAVEMENT 1" ABOVE TOP OF PIPE -� - - - -- -
W == =
DRIVE s" �a" ROAD \ ; `� : ` \> > `, ` : ` `• �\ ; `` : `, `\ N NO. 9 BINDER
(, = N0. 53 STONE
/2 PREFORMED fi 0 STD. STEEL PIPE N0. 2 STONE
PLAN JOINT FILLER GALVANIZED & PAINTED, \�;�t ,'��,� ^3� `,•r: }0. �;L
ff ff
FILLED W/ CONCRETE. T,- - -....1 =.t. .... .�.
SECTION L -L
OM EDGE OF RAMP 5 -0 1 -0 a ,� f f �f I mf I f �: =I ff I: I TWI I f f : I f ::..:. f
BOTTOM .... ..
TO BE FLUSH WITH -
z' o" I ...- I.f f f:- -��
GUTTER FLOWLINE v
SIDEWALK 6' -0" VARIES 6' -0" SIDEWALK
a � w 6" COMPACTED &WELL
SLOPE 12:1 (max.) SLOPE 12:1 (max.) 2' -0" 0 x 4' -0" OR 2' -0" x > a CONCRETE LIP GUTTER DRAINED SUBGRADE TO BE
" 4'-0" a NOT TO SCALE LIGHT DUTY PAVEMENT COMPACTED ACCORDING TO
2 -0 x CONC. FOOTING.
PAVEMENT - _ _ -- - - - -_ - • w GEOTECHNICAL REPORT BY
- -_ _ - : - = - ': NOT TO SCALE
..�T „ P
^r; ATC &ASSOCIATES
SLOPE CONCRETE 1 ABOVE
& FINISH W/ STEEL TROWEL. ° • io 211 .1
" 6' 4" PAVEMENT. CONC. SLAB ON
/2 PREFORMED
JOINT FILLER RAMP GROOVES SECTION K -K > ( PREMOLDED FILLER GRANULAR BASE
COARSE BROOM .> •• = 1 2" TOOLED CONT. JTS. 1/8"
_ FINISH • . 1/2" ` = /„ WIDE, MIN. 1 DEPTH "
SECTION H H
L 1/2 R
4 CONC. SLAB W/6x6W1.4xW1.4 W.W.F.
K _ _ K a y 'f �. APPLIED CURING COMPOUND CONCRETE
BROOM FINISH OR PATTERNED COLORED
SIDEWALK 6' -9" VARIES BOTTOM EDGE OF RAMP SIDEWALK = i € €: II € € €'s II€ ; " '- - I ; ; ;II Iii I: :::
TO BE FLUSH WITH o I;,,ili tII €.. - yam= I..IE II.• WHERE SPECIFIED. CONT. JTS. 5' -0" O.C. MAX.
SLOPE 12:1 (max.) I.,12:11I.. �� I..112:1€ ° 0 0 0 o�po
GUTTER FLOWLINE SIDEWALK _ > °S
ao R ° Q `{• o o
7. O O O O '; ••� AAj' `
I I: ; i I; O O P .: S O O O I .? \ I I: : (I : s, P J
EXPANSION JT. CONTROL JT.
PAVEMENT 25' -0" O.C. 5' -0" O.C. F ~ A. . . . .
' 4 DRAINAGE FILL
///```��� TRUNCATED DOMES �- :: ° • ' .......... < P_'(>
TRUNCATED DOMES & RAMP � "':j
-;-
° NOTE: EXP. JOINTS : , .I. € . :. - . _ W
-€
.
6 GROOVES APPLY TO ALL TYPES - BLOGS., OR IMMOVABLE .....E__
6' -0" VARIES 6' -0"
�101NT FILLER OF CURB RAMPS .... " " " OBJECTS. CONTROL JNT. } : I°
/2 PREFORMED :::::. ::::. . : : : ::. 2 2 SPACING MAY VARY. THE E` t FET,q
SECTION G- G "Hit
€ ! ABOVE ARE COMPACTED &WELL
. �I
I
I•
0.3 DIMENSIONS �,,.••
„ �� ADA ACCESSIBLE RAMP TYPE II I (' .....I € `I (I�, ` € I ("- MAX. SEE PLANS FOR DRAINED SUBSOIL ��'. ��.� 0.,'••,•�
ADA ACCESSIBLE RAMP TYPE I NOT TO SCALE
ANY VARIATIONS EITHER No.
NOT TO SCALE 2'_0" INDICATED OR IMPLIED. ��
4 CONCRETE SIDEWALK DETAIL 19900549
" DETAIL OF RAMP GROOVES NOT TO SCALE
5, NOTE: ': STALE OF ,r
1
CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6 -0 O.C. (maximum •••''••.!MOl1►li�.••'
4" YELLOW LINE 2' YELLOW LETTERING () spacing ) AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL
SWITCH GEAR, MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE FOR TACTILE WARNING '•••••••'
(WHERE SHOWN)
EXPOSED TO TRUCK OR AUTOMOBILE TRAFFIC. CONTRACTOR SHALL S AL
� � :� PER I N D 0 T STANDARDS
N D A R D
PROVIDE A MINIMUM OF TWO ( 2 ) BOLLARDS AT EACH DRIVE
/~ ��: � � � NOT TO SCALE '
ZIP " 11 11 11
6 STD. STEEL P OL D 6 6 1811
CURB (PAINTED YELLOW) p�.� SS NOT TO SCALE MIN. CERTiFED BY
����� 6►. GAP WHITE PAINT TOPSOIL
FIRE LAN_ E STRIPING DETAIL
/ o.
w /f SKY BLUE PAINT � 1 "R
° NOT TO SCALE
DATE 08/19/05
f �f 1'f f ` ' f' /f • 2 R r ED
/,f .s / / f � •
" DRAWN BYE
.:
3/4
SAWCUT SMOOTH EDGE 12" - _ °. P
W ALONG EX. ASPHALT PATH ���� 1f -f,f,f ff - • ' , '.
CHECKED BYe AF
z ��'� -�2• ' � -' =r ff' %ff %,' f -- -, SUITABLE • . •> ' 1 ='�
o� ,� BACKFILL ''.. P • ' co
COMPACTED > ' > P ' ' >
f' / f, f I N 4" LI FTS. ISSUED FORS DATE
CONCRETE Q "
TRUNCATED DOME �- o� �' -
�� _r :,fff -'' € ; ..... _ GEN. REV. 10/07/05
' RAMP
::.........
n
DETECTABLE WARNING S - --
(SEE DETAIL THIS SHEET) ~~ .... ........ ! I ....... I
C
fJ��+ COMPACTED SUBGRADE
�•
RAMP GROOVE TACTILE ry $�
, G
\ WARNING (SEE DETAIL: 4" COMBINED CONCRETE CURB & GUTTER (TYPE 11)
THIS SHEET)
GREEN - ILLUMINATING NOT TO SCALE
TAPE (LETTERS) $g I
0 61
r
o . Gr�o� v; a�, `tea AS NEEDED
PARKING
{' -° �' `'r' G SIDEWALK PAVEMENT
' �:ya��t�r:�:a,�r��o _ _ 12' 2 Ib. STEEL SIGN 6 6 18
o a °
N SLOPE 50:1 (max.) BOTTOM EDGE OF RAMP 11 " "
Z POST (PAINTED)
VARIABLE TO BE FLUSH WITH _ MIN.
SLOPE 12:1 (max.) THE EDGE OF THE PAVEMENT BLUE - ILLUMINATING ADA ACCESSIBLE PARKING SYMBOL DETAIL
TAPE (SYMBOL BLOCK)
Oy
� �'�L • . •�'� - WHITE - ILLUMINATING NOT TO SCALE
PLAN ' ; -
,, � * ����:.:" TAPE (BACKGROUND) TOPSOIL
U Q 4„
PAVEMENT VARIES 6' -6" SIDEWALKP .Q PROVIDE 1" SLOPE AT N
k�a� °"�PrA TOP OF FOOTING IF
o
SLOPE 12:1 MAX. 1/2 PREFORMED NOT IN CONCRETE WALK
JOINT FILLER °
J 3' -9" TO
r �;.; <;t, :g GREEN - ILLUMINATING PROTECT BUILDING '
U - 2' R
:� °P�
SECTION A A TAPE (ARROW) `
U --
- �::� . ���;•:q Q? CURB RAMP TYPE' •all l ,• , 2 - #3 RE -BAR 6 -8 LONG OF FENCE SLOPE /4 /FT.
_ o
- ( ) GREEN - ILLUMINATING
= N
" ER - - °
0 1 /2 PREFORMED JOINT FILL TAPE (BORDER) ' t° 7� p" 9" 2' -0" EDGE ' r ° _ r . ACE PROJECT •� IN2005.0710
. -
z o GRASS 1' -0" 5' -011 1' -0" GRASS
' M OF PAVEMENT
SECTION G -G 12 "�x3' -6" CONCRETE SUITABLE \• -`,, •
o FOOTING. RECESS FOOTING • '
,� 1 fl r rl / n „ a P - -!- BACKFILL f a > , ° ` ° TITLE,
1 -0 4 -0 MIN. 2 -0 MIN. PAVEMENT "
BELOW CONCRETE WALK 4 --- : ----;,
COMPACTED
P
f ....... ...... .......
°
V
a I.. 1+......w.......y 'vr i �;' T E
0
IN 4 LIFTS ! i
> ....... ...... ........ ....... . . . SI
.- 11 fl
°
........... ........... TO BE NOTED ! I. ........... 11- (:: ::�..(.. _ - IBC
VAN ACCESSIBLE (I . ....... ...... ......
_ ; . -. .
:
,
,
.
-'----•••••_-. "-- •- �• - -•' -- FOR SPACES DESIGNATED FOR _
:__: • ::
...:::... ..:
!I !._!.
,� Q ....- .._.....�.. .._... ^= .... AT US 1' 6" LONG ... -: • •- i � I
.._....�.
THAT E _
_._ ....... D _ I
o , .. • • .. . • ?e;ca,��5:%s'�t, `�< • . ..
PROVIDE #5 REBARS
12" IN 5/8 "0 CAST HOLES COMPACTED SUBGRADE
LJ
z SECTION H -H SECTION C -C ADA ACCESSIBLE PARKING SIGN DETAIL PRECAST CONCRETE PARKING BARRIER COMBINED CONCRETE CURB & GUTTER
( CURB RAMP, TYPE III )
NOT TO SCALE NOT TO SCALE TYPE
z NOT TO SCALE
o
N " ADA ACCESSIBLE RAMP TYPE "III"
E IV
L ADA ACCESSIBLE RAMP TYPE NOT TO SCALE
NOT TO SCALE
CURB
A
20 TYP.
LA
90° 4" PERFORATED P.V.C.
CAP END OF PIPE
(TYPICAL) 4" PERFORATED P.V.C.
UNDERDRAIN.
SLOPE 0 0.5% MIN.
PLAN VIEW - CURB INLET
4" PERFORATED P.V.C.
UNDERDRAIN.
°- SLOPE ® 0.5% MIN.
INLET
N gOo
A
CAP END OF PIPE
LA (TYPICAL)
�#5 REINFORCED ®12" EQUAL WIDTH
N 6" THICK WALLS AND BOTTOM WEIR BOX
RECESSED INTO BERM SIDE AS SHOWN
##5 BARS ® 4" O.C. /
EACH WAY. BOLT TO /
TOP OF CONCRETE BOX. /
WEIR CONTROL
INV. 893.25
3.25" ORIFICE--/
INV. 889.69
POND OUTLET STRUCTURE (STR. No. 101
NOT TO SCALE
m
0
0
W
N
0
Ul
tD
0
Q
0
0
W
Q
U
U3
0
APPROXIMATE FINISHED
GRADE INSIDE BASE
15" RCP OUTLET PIPE
INV. 889.65
Y
(MIN.)
A*
C*
D*
E*
K
R1
R2
WEIGHOT.
12"
2"
5'
4' -3"
6' -2"
2' -0"
1.3
�2
9"
800
15"
2 1/4"
7"
4' -0"
6' -3"
2' -6"
O
Q
11"
1100
N
a
11"
4' -1"
CU
3' -0"
1.8
151 2"
+
1300
21"
1 2 3/4'
CV
x d
W
3' -6"
2.1
.—
Q
1 1500
24'
3"
T
2' -8"
6' -3"
4' -0"
2.3
16 3/16N
Y
J6*
27"
L
PLAN VIEW
2' -5"
6' -3"
GROOVED END ON OUTLET END
2.6
183/16-
TONGUE END ON INLET END
2100
30"
D
14"
1' -10"
6' -3"
C 8=(D-C)
2.9
18 1/2"
FjLL
SLOP RIP -RAP TO BE PLACED
C ON SIDE SLOPE WHEN
SCOPE CALLED FOR ON PLANS
PIPE
I
CONCRETE
CULVERT END SECTION
_,... ...............
COMPUTED LENGTH CF CULVERT
PAY LENGTH OF CULVERT END SECTION
LENGTH (D)
SLOPE DETAIL 12" C. TO C.
MAX. SPACING HOOK
n IA BOLT
I Yt')
b •
a ° °
n Q A ° N
9" a 1 1/2"R -7 � �--1 1/2'R CLASS "A" CONCRETE
3" E +2T
GROOVE (OR TONGUE) TO
SECTION Y -Y
BE THE SAME AS ON STANDARD ° SECTION A -A
REINFORCED CONCRETE PIPE 6" `V CONCRETE PIPE TOE ANCHOR
ASTM DESIGNATED C76
CLASS 'A" CONCRETE A
LONGITUDINAL SECTION
NOTE: METAL PIPE END SECTIONS MAY BE USED WITH CONCRETE
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH PIPE PROVIDING THE METHOD IS APPROVED BY THE ENGINEER
AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 PRIOR TO INSTALLATION OF PIPE.
( as set out in standard specifications. )
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR
REINFORCED CONCRETE, A.S.T.M. DESIGNATION C -76 FOR THE SIZE
OF CONNECTING PIPE. ( as set out in standard specifications. )
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA
EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION
SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED
WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A
SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0" IN LENGTH.
VARIATIONS IN DIMENSIONS - THE THICKNESS OR THE CONCRETE, THE POSITION
OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE
VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED
CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C -76.
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END
SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE
DIA.
(MIN.)
A*
C*
D*
E*
K
R1
R2
WEIGHOT.
12"
2"
5'
4' -3"
6' -2"
2' -0"
1.3
101/8"
9"
800
15"
2 1/4"
7"
4' -0"
6' -3"
2' -6"
1.5
1 12 1 2"
11"
1100
18"
21 2"
11"
4' -1"
6-2"
3' -0"
1.8
151 2"
12"
1300
21"
1 2 3/4'
11'
3' -6"
V -3"
3' -6"
2.1
16 1 8"
13"
1 1500
24'
3"
12"
2' -8"
6' -3"
4' -0"
2.3
16 3/16N
14"
1800
27"
3 1/4"
13"
2' -5"
6' -3"
4' -6"
2.6
183/16-
141 2"
2100
30"
3 1/2"
14"
1' -10"
6' -3"
5-0"
2.9
18 1/2"
15"
12400
33'
33/4v
15"
3' -6"
8' -3"
5' -6"
3.1
23 3/4"
17 1 /2"
4100
36"
4'
17"
3' -1"
8' -3"
V -0"
3.4
243/16 "
20"
4200
* TOLERANCE f1"
FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID
OR MINE WATER, THEN THE USE OF METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE
END SECTION" COMPLETE IN PLACE AND ACCEPTED.
PRECAST CONCRETE END SECTION
NOT TO SCALE
HYDRANT STYLE AND PATTERN
TO BE AS SPECIFIED
BURY LINE MARKED
ON HYDRANT
FINISHED GRADE
CLEAN #9 GRAVEL
OR CRUSHED
STONE BACKFILL
TO 12" ABOVE PORTS,
AND 12" BELOW BASE
OF HYDRANT
TOP OF CONCRETE
TO BE BELOW
DRAIN PORT
CONCRETE
BACKING
FLAT STONE OR
CONCRETE
GATE VALVE SHALL BE
AWWA C -500 OR C -509
MECH. JOINT, CLOW,
KENNEDY, MUELLER OR
EQUAL. (SEE SPECS.)
N `t
Z X
MOUNT PUMPER NOZZLE TOWARD
ROADWAY
Z
ASPHALT Z
— AGGREGATE BASE
N
° 000 0O0
pq � QQ �; PERFORATED SCHEDULE
O r, � q p ° 40 P.V.C. PIPE (4'
##8 WASHED GRAVEL
° 0a 00� o
o 0 ?"C',
27" & SMALLER
Q o OR APPROVED EQUIVALENT
'
MIN. 6" TOPSOIL
(INDOT STD. SPECS.)
4
TO ENSURE GRASS
U
GROWTH IF NOT
00-
c O°
00
U to
;
- iii-
-.. �.� �-� ::��:
6" GATE VALVE
& BOX
HYDRANT SETTING DETAIL
NOT TO SCALE
VALVE BOX WITH COVER
(TO BE MARKED "WATER ")
VALVE I N STALLATI ON DETA I L
NOT TO SCALE
ADJUSTABLE ROAD BOX
VERIFY & MATCH OPER. HEAD
STYLE & "OPEN" DIRECTION
W/ WATER UTILITY BEFORE
STARTING. (SEE SPECS.)
WRAP VALVE WITH PLASTIC
BEFORE INSTALLING SUPPORT
OR THRUST BLOCK
THRUST BLOCK
(3 CU.FT.)
v
4" 4"
PERFORATED PIPE
AND TRENCH DETAIL
NOT TO SCALE
** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET
AGGREGATE TO BE PLACED AROUND INLET END OF PIPE
* ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE
OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED.
2" PIPE
SECTION A -A
TYPE "M" INLET (WI SUMPS,
NOT TO SCALE
I
D
DISTANCE DEFINED
27" & SMALLER
BY D.O.T. REQUIREMENT
30" TO 60"
MIN. 6" TOPSOIL
66" & LARGER
4
TO ENSURE GRASS
GROWTH IF NOT
:.: .
UNDER PAVEMENT
- iii-
-.. �.� �-� ::��:
=I49it�1�lUIN�:Wlp:1i -L� ,
1.25 Brr -t- 11"
EDGE OF PAVEMENT, CURB — -----�
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
.t
-
r:
. '4. ` .•., '�
IF WITHIN 5' OF EDGE OF
.
PAVEMENT, USE #8 CRUSHED STONE
.
OR APPROVED EQUIV. CLASS I BEDDING
Bc
MATERIAL HAND TAMPED OR WALKED
.
INTO PLACE TO MIN. OF 12" ABOVE
TOP OF PIPE AND "B" BORROW COMPACTED
'•' ':� .` r ''�'
TO 95% STANDARD PROCTOR DENSITY TO
':.
TOP OF TRENCH.
'...,.•; .�, ;. -..ti ..; �;
NOTE:
ALL INITIAL BACKFILL SHALL
LEGEND
BE INSTALLED I N 6" TO 12"
BALANCED LIFTS.
Bc= OUTSIDE DIAMETER
A MINIMUM 9" OF CLEARANCE
D= INSIDE DIAMETER
SHALL BE PROVIDED ON EACH
d= DEPTH OF BEDDING
SIDE OF THE INSTALLED PIPE.
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
d (MIN)
27" & SMALLER
4
30" TO 60"
4
66" & LARGER
4
PLASTIC PIPE (PVC & HDPE)
BEDDING DETAIL
NOT TO SCALE
MIN. 12"
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT, USE #8 CRUSHED STONE
OR APPROVED EQUIV. CLASS I BEDDING
MATERIAL HAND TAMPED OR WALKED
INTO PLACE TO MIN. OF 12" ABOVE
TOP OF PIPE AND REGULAR BACKFILL TO
TOP OF TRENCH.
d
DISTANCE DEFINED
BY D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
.. UNDER PAVEMENT
i i I
>MINII IUM VYIp7
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE "B" BORROW OR
EQUIV. GRANULAR MATERIAL Bc
..
COMPACTED TO 95% STANDARD_ +
PROCTOR DENSITY FOR ENTIRE t•. ,,. ,
TRENCH BACKFILL
• +' 'I.. .•r't ,•'E•C;r �• •rile'• .J•�
NOTE:
ALL INITIAL BACKFILL SHALL
LEGEND BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
Bc= OUTSIDE DIAMETER A MINIMUM 9" OF CLEARANCE
D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH
d= DEPTH OF BEDDING SIDE OF THE INSTALLED PIPE.
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
d (MIN)
27" & SMALLER
3
30" TO 60"
4
66" & LARGER
6
MIN. 12"
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT: USE "B" BORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1/6 OF
PIPE DIAMETER AND REGULAR
1/6 Bc BACKFILL TO TOP OF TRENCH
d
REINFORCED CONCRETE PIPE (RCP)
BEDDING DETAIL
NOT TO SCALE
a
2" PIPE 6" W q 6" 1 3" PIPE
Qo
io PIPE
CV "
2
100
SECTION A- A
** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET
AGGREGATE TO BE PLACED AROUND INLET END OF PIPE
* ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE
OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED.
TYPE "M" INLET
NOT TO SCALE
I
SECTI ON A- A
** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET
AGGREGATE TO BE PLACED AROUND INLET END OF PIPE
* ** 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE
OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED.
TYPE "J" INLET
NOT TO SCALE
1
::.::.,... Architects
Vi-
Consultants
Engineers
y:.
AMERICAN
CONSULTING
N
INC.
i,
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317547.5580 317543.0270
Copyright (C) 2005 — American Consulting, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MAPLECREST COMMONS
(LOT 1) AT WEST
CARMEL CENTER
CONSULTANTS
FETgy
No. 1.
* ' 19900549
SAX OF
CERTIF BY
DATEI 08/19/05
DRAWN BY, PED
CHECKED BY/ AF
ISSUED FOR- DATEI
AGEN. REV. 10/07/05
ACE PROJECT IN2005.0710
TITLE
SITE
DETAILS
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CLAY TOWNSHIP
SANITARY SEWER SPECIFICATIONS
1. Standard specifications of the District and Indiana Department of Transportation shall apply
for all work and materials. Pipe shall be installed in accordance with Section 715.
2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM
2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic
having a cell classification of 12454B.
3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification.
Fittings in sizes through g hough 8 11 shall be molded in one piece with elastomeric joints and
minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10 and larger shall
be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe
bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of
specifications. Gaskets for elastomeric joints shall be molded with a minimum crosssectional
area of 0.20 square inches and conform to ASTM F -477 specification. Fittings
shall be manufactured by Harco or equal.
4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C -478
and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be
applied to all joints and between riser rings and castings. Manhole step spacing shall be no
more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM
C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air
Pressure (Vacuum) Test.
A. Installation and operation of vacuum equipment and indicating devices must be in
accordance with manufacturers recommendations and performance specifications
which have been provided by the manufacturer and accepted by the Engineer. The
vacuum equipment must be capable of testing the entire manhole, including the
casting and riser rings.
B. With the vacuum tester set in place:
1. Connect the vacuum pump to the outlet port with the valve open.
2. Draw a vacuum of ten (10) inches of Hg, and close the valve.
C. Accepted standards for leakage will be established from the elapsed time for a
negative pressure change from ten (10) inches to nine (9) inches of mercury. The
maximum allowable leakage rate for a four (4) foot diameter manhole must be in
accordance with the following:
Minimum Elapsed Time for a
Manhole Depth Pressure Change of 1 Inch Hg
10 feet or less 60 seconds
>10 feet but <15 feet 75 seconds
>15 feet but <25 feet 90 seconds
For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for
manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time
requirements for four (4) foot diameter manholes. For all manholes deeper than
twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed
time.
D. If the manhole fails the test, necessary repairs must be made and the vacuum test and
repairs must be repeated until the manhole passes the test.
E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be
disassembled and the joint sealants replaced.
F. Manholes will be subject to visual inspection with all visual leaks being repaired.
5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6-
inches below each joint. The appropriate primer shall be applied prior to applying the rubber
coating. Inside joints to be filled with precoot plug material.
6. The manhole chimneys, including all riser rings shall be sealed using Infi- Shield Uniband
or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting
frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top
of the cone section to 2- inches over the flange of the manhole costing frame.
7. The casting elevations are set by plan. However, the castings are to be adjusted in the field
by the Engineers representative should a discrepancy occur between plan grade and existing
grade. New manhole ring and cover shall be installed to establish grade. Maximum height
of adjusting rings shall be 12- inches.
8. Backfill around all structures and all cuts under paved areas with granular material.
Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material
in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks
are constructed a minimum of 6 months after backfill has been in place.
9. The Contractor shall be responsible for verifying that all state highways, city, and county
permits have been obtained by the developer prior to start of construction.
10. The Contractor shall be required to furnish the developer's Engineer with a set of prints,
marked in red pencil, showing actual sewer location and invert, to include lateral location,
depth and length. Such asbuilt prints must be received by the Engineer before the final
contract payment can be authorized. The sanitary sewer laterals and stubs termination shall
be indicated on the surface with a metal fence post set immediately above the said
termination point.
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. All houses, buildings, etc., shall connect to the District's sanitary sewer system
within 90 days of notice providing a sewer is within 300 feet for Hamilton County
or 100 feet for Boone County of the property line. Only one building may
connect to the sewer main per lateral unless otherwise approved by the District.
2. No foundation or other storm water drains shall be interconnected to the sewer
lateral installed and connected to the District's sanitary sewer.
3. The existing sewer line from the building to the septic tank may only be used if it
is located under a building addition, patio, porch, or paved driveway. Air test is
required to show if acceptable for re -use. The property owner shall bear the cost
of all testing. The District inspector must be onsite for the duration of the air test.
4. The owner or contractor shall notify the District prior to covering the installed
lateral so that the District can make an inspection to determine compliance with
the District's sewer use ordinance. Such notification shall be made 24 hours prior
to the need for the inspection. If the inspection fails and a second inspection is
required, or contractor is not on site for scheduled inspec tion, or fails to cancel
inspection, an additional fee of $75.00 will be due. This must be paid prior to the
time of the follow up inspection.
5. Property owners are herby advised that the County Board of Health regulates the
operation and maintenance of pri vote sewage disposal (septic) systems. The
County Ordinance provides in part that, upon connection to a public sewer, a
septic tank shall be abandoned and filled with earthen material in a safe and
sanitary manner. Please contact the appropriate Count y Board of Health for
further information.
6. Acceptable Pipe Materials:
PVC PIPE: SDR 35, ASTM D - 3034, SIX INCH PIPE
PVC PIPE: SDR 21, ASTM D - 241, SIX INCH PIPE
GASKETS JOINTS ASTM D - 3212
GASKETS ASTM F - 477
FITTINGS SDR - 26
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS
CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE
FOUNDATION AND NO MORE THAN 300 FEET APART.
7. Bedding:
Use fill sand or Number 8, 9, or 11 stone.
Fill material is to be placed from 6 inches below to 6 inches above the pipe.
The trench should be a minimum of 18 inches wide.
8. Laterals shall be installed no closer than 20 feet from water wells unless PVC
pressure grade pipe is used meeting SDR 21-and ASTM D 2241. Any proposed
installation requiring pressure pipe shall be reviewed and acce pted by the District
and the District's engineer prior to installation.
9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21
pipe, a ductile iron gasketed mechanical coupling shall be used.
10. Laterals shall terminate within 3 feet of th a building unless the conditions in
item #3 above are met. No glued pipe shall be installed outside of the building
foundation walls.
11. Additional information on District standards and specifications may be obtained
from the District's office during business hours of 8:00a.rn. to 5:00p.m. Monday
throu Friday. All District standards can be located on our web site at
http:Y/Iwww.ctrwd.org
Clay Township Regional Waste District
10701 North College Suite A.
Indianapolis, IN 46280
Phone: 844 9200 Fax: 844 9203
12. Septic effluent shall not be pumped out into the sanitary sewer system.
13. The District shall inspect ALL laterals. Please call the District office at
844.9200 24 hours prior to time of inspection.
14. Contractors shall lay 14 gouge - stranded wire the entire length of the lateral.
Wire is to be placed on top of the lateral. The District inspector will verify
placement of the wire. After inspection, bedding is to be placed on top.
11. All sanitary sewer lines upon completion will be required to pass a low pressure air test.
Said test shall be conducted according to ASTM 1417 -92. and shall be witnessed by an
Engineer
and
g a representative of the District. The testing shall be in accordance with Table
1. Add 0.5 psig for each foot of water above the sewer line being tested.
12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in
place at least 30 days. No pipe shall exceed a vertical deflection af deflection test
results. ( *The following are considered non- flexible pipes: concrete pipe,
ductile
Iron pipe,
and cast iron pipe). The deflection test shall be performed with a nine-point mandrel.
Proving rings shall be available.
13. All mandrel testing shall be observed by a professional engineer representative for
certification and a representative of the District.
14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of
withstanding a low pressure air test without leakage.
15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12-
inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches
below the pipe to the spring line of the pipe and from this point to 12- inches above shall be
fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed
stone bedding.
16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -9.
17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be
properly protected and /or barricaded when left unattended.
18. No water shall be permitted to flow into the sanitary sewer system during construction.
Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall
be directed to a storm outlet in accordance with state and federal laws and regulations (327
IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type
mechanical, braced plug until such time as all tests on the sewers have been completed and
the lines have passed all punch lists.
19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main
line sewer.
20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer
construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer.
21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or
equal) and be self- sealing type. The casting flange shall be 34 inches and the clear opening
shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped
SAN I TARY SEWER.
22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are:
Size of Pipe Minimum Constructed Slope
8 -inch 0.40 %
10 -inch 0.28%
12 -inch 0.22%
15 -inch 0.15%
18 -inch 0.12%
23. The Contractor shall provide measurements of the slope of the sewer for each manhole
section as construction progresses. Such measurements shall be certified by a Registered
Land Surveyor or Engineer and be available on -site for observation by the District's
Inspector. No more than three manhole sections can be constructed in advance of such
measurements.
24. In the event the Contractor does not meet the minimum slopes, the sewer section and any
other affected sewer sections shall be reconstructed to meet such minimum slopes.
25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus.
The contractor for the building or home will extend the wire from this terminus to the
building cleanout adjacent to the building.
TABLE 1
\1INI \4U114 SPECIFIED TIME REQUIRED FOR A 1.0 prig
DROP FOR SIZE AND LENGTH OF PIPE INDICATED
TABL,I" 1
Pipe
Diameter
In.
Minimum
Time,
mints
Length for
i\4inimum
'rime, a
Time for
b-inger
Length, S
SPecification'fime for Length (L.) Shown, mints
IF NOT WITHIN 5 OF
66"& LARGER
6
EDGE OF PAVEMENT,
100 ft
150 ft
200 fl
250 ft
300 ft
350 ft
400 H
450 fl
it
3:48
597
0.360 L
3:46
3:46
3:16
3A6
3:46
3:46
3:46
3:46
6
5:40
386
0.854 L
5:40
5.40
5:40
5:40
5:40
5:40
5.42
6:24
8
7:34
298
1.520I,
7:34
7:34
7:34
7:34
7:36
8:52
10:08
11:24
10
8:26
239
2.374 L
9:28
9-128
9:28
9:63
11:52
13:51
15:49
17:48
12
11:20
199
3.418 L
11:20
11:20
11:24
14:15
17:05
19:58
22:47
25 :38
16
14:10
158
5.3-121,
14:10
11:10
17:18
22:15
26:12
31:09
35:36
40:04
18
17:00
133
7.682 L
17:00
19:13
25:38
32:03
26:27
44:52
51:16
57:41
21
19:50
114
10.170 L
18:60
26:10
31:54
4 3:37
52:21
61:00
69:18
78:31
24
22:40
89
13.674 L
22:47
31:11
45:31
56:58
68:22
79:46
91:10
102:33
27
25:30
85
17.306 L
28:51
43:16
57:41
72:07
36:32
100:57
115:22
129:48
30
28:20
80
21.388 L
96:37
53:26
71:13
89:02
108:50
124:38
142:25
160:15
33 1
31:10
72 1
25.8521, 1
49:05 1
64:38 1
88:10
107 -49
129:18
150:43
72:21
193753
38
34:00
86
30.785 L
61:17
76:55
102:12
128:12
153:80
179:29 1_1
205:07 1
230:16
WA TER MAINf 0
SEI ER
10' MIN. 10' MIN.
I IF LESS THAN 18"
OI OR IF WA TER MAIN
WA TER MAINS IS BELOW SEWER
o •. , SEWE .
+
2
CONCRETE COLLAR
BEDDING MATERIAL
HEAVY DUTY LAMPHOLE
" " CASTING W/ SOLID LID,
NEENAH R -1974 OR EQUAL
45° BEND
WYE
... :� 1/4D
-D
.�/
T.
CONCRETE CRADLE
CLEAN OUT DETAIL
NOT TO SCALE
NOTE: CLASS 'A" BEDDING TO BE UTILIZED FOR
ALL CLEANOUT INSTALLATIONS (SEE DETAIL)
D +8" MIN.
CAREFULLY
- - - - -- TAMPED -'
BACKFILL
D ....
-1/4D, 4!M IN.
1 , I CONCRETE
CLASS "A" BEDDING
CONCRETE CRADLE
NOT TO SCALE
IF LESS THAN 10;
VER TI CAL SEPARA T1 ON
SHALT_ BE NO LESS
THAN 18 ".
PC
I
I
Z I
I �
W I
� 3
I
I
WA TER
MAIN
I
CLASS 150 MECH. JOINT'`x"
O CAST IRON PIPE
SANITARY SEWER
CONC. FLEXIBLE COUPLING
COLLAR ( TYP) OR ADAPTER ( TYP )
MIN. CROSSOVER & SEPARA TION REQUIREMENTS FOR
WA TER MA / NS & SEWERS
NOT TO SCALE
5' MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
. UNDER PAVEMENT _
.....::.....< ; 1= s .-=1 I. i =1� _ I i -(► i=ce ICI �� -
_;
MiN1�lUM` >WIDTH
G F _
E
D E 0 PAVEMENT.
�I IMF
!:
CURB GUTTER OR
SIMILAR STRUCTURE
�I !
IN THE PUBLIC - - _-
RIGHT-OF-WAY ..
k: Y-
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE #8 CRUSHED
STONE OR APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED INTO
PLACE TO MIN. OF 12" ABOVE
TOP OF PIPE, AND "B" BORROW
COMPACTED TO 95% STANDARD
PROCTOR DENSITY TO TOP OF
TRENCH.
LEGEND
Be= OUTSIDE DIAMETER
D= INSIDE DIAMETER
d= DEPTH OF BEDDING
MATERIAL BELOW PIPE
NOTE:
ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
DEPTH OF BEDDING MATERIAL BELOW PIPE
D
'
MIN. 12"
6
30" TO 60"
IF NOT WITHIN 5 OF
66"& LARGER
6
EDGE OF PAVEMENT,
Be
USE #8 CRUSHED STONE
HAND TAMPED OR WALKED
INTO PLACE TO MIN.
' -' ' �: ' .,. - ' •
,r�;`;':
OF 12" ABOVE TOP OF
''��'��' 'i<." %•'
'"�;I;,.t
PIPE AND REGULAR
d
:� ;;;';;��.; ;;• : :;; :' ;.
BACKFILL TO TOP OF
TRENCH.
NOTE:
ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
DEPTH OF BEDDING MATERIAL BELOW PIPE
D
d (MIN)
27" & SMALLER
6
30" TO 60"
6
66"& LARGER
6
PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL
NOT TO SCALE
51-011
I I
PAIIZMFNT
.,NY BASF v� r
BEDDING MATERIAL COMPACTED
TO 95% BY PROCTOR
METHOD. .
................................................................. ................. ..............
:........... PIPE-- ... ........... 4
LONGITUDINAL SECTION
TRENCH SECTION UNDER PAVEMENT
NOT TO SCALE
DOTES:
1.) CONTRACTOR TO CONSULT SPECIFICATIONS FOR
COORDINATION OF MATERIALS TO BE USED.
o
HgMi�rD• Clay Township - Regional Waste District
r
�� http://www ctrwdsewers.orq/ • :.(317a 844 -9200 • Fax (317) 844 - 9203
;?E NA%.*
August..2000
12" OF #8 CRUSHED STONE.
SANITARY SEWER. :III
NATIVE UNDISTURBED -SOIL
FILL EXCAVATED SPACE
OUTSIDE OF MANHOLE AND' ll
UNDER PIPE WITH #8
CRUSHED STONE- TO A -
MINIMUM OF 1 6" ON EACH �
SIDE 01= ' PIPE
CORE- AND
..SEAL WITH
BOOT
1" STAINLESS STEEL STRAP
W 11i (2) 1 /4'Ox 3. 1/4' LG.
STAINLESS. STEEL. EXPANSION
--"-ANCHOR AT 2' MAXIMUM
SPACING (MINIMUM OF TWO
STRAPS)
PVC PIPE. WITH 90•
BEND SHALL MATCH
INCOMING PIPE
GROUT MANHOLE BOTTOM
TO PROVIDE SMOOTH FLOW
CHANNEL TRANSITION
INSIDE DROP DETAIL
NO'S' TO SCALE
: :> >A Architects
bil
... . y Lp Consultants
En sneers
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317.547.5580 317.543.0270
Copyright (C) 2005 - American Conaulting, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MAPLECREST COMMONS
(LOT 1) AT WEST
CARMEL CENTER
CONSULTANTS
FETgy
No. ''•
* 19900549
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CERTFIED BY
DATE 08/19/05
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ACE PROJECT a, IN2005.0710
SANITARY SEWER
DETAILS /
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OF TREE. DO NOT LEAVE STUBS
ATTACH GUY WIRE AND HOSE
ABOVE FIRST BRANCH.
STAKE TREES UNDER 3" CAL. USE WOOD
STAKES 3 PER TREE ®120° —�
ALL STAKES AND GUY WIRES TO
BE REMOVED WITHIN ONE YEAR.
GUY TREES 3" CAL. & LARGER USE 2 "x4" STAKES —
DRIVEN BELOW GRADE. (3 STAKES 1200 APART)
ALL STAKES AND GUY WIRES TO
BE REMOVED WITHIN ONE YEAR.
EXCAVATE TO TOP FLARE ROOT, SET TOP OF ROOT
CROWN 4" ABOVE FINISH GRADE
CUT ALL BINDING AND REMOVE WRAPPING FROM_
TOP OF BALL
3" MULCH LAYER AS SPECIFIED
4" DIA. X 4" SAUCER AROUND PLANTING PIT
PULVERIZE SOIL
EXCAVATED FROM HOLE AND
USE AS BACKFILL
LOOSEN SUBGRADE AROUND CENTER MOUND
AND INSTALL SAND AS NEEDED TO PROVIDE
ADEQUATE DRAINAGE AND AERATION
STAKE TO BE 18" BELOW PIT IN
UNDISTURBED SUBGRADE
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M C EH &9 IAI v�
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ENV u 8R6 35 \ i
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SHADE TREE PLANTING DETAIL
NOT TO SCALE
4" WIDE TAPE CONSISTING OF
2 LAYERS OF CRINKLED PAPER
CEMENTED TOGETHER, UP TO
FIRST BRANCHES
EXCAVATE HOLE 12" LARGER
THAN ROOT BALL
SCARIFY SIDES OF HOLE
FINISH GRADE
HOSE GUARDS AND GUY WIRE
GUY TREES 9' HT. AND TALLER. USE
2 "x 4" STAKES DRIVEN BELOW GRADE. —N�,,
3 STAKES ®120° APART. STAKES AND
GUYS TO BE REMOVED WITHIN ONE YEAR.
EXCAVATE TO TOP FLARE ROOT,
SET TOP OF ROOT CROWN 4"
ABOVE FINISH GRADE
CUT ALL BINDING AND REMOVE WRAPPING —
FROM TOP OF BALL
3" MULCH LAYER AS SPECIFIED
4" DIA. X 4" SAUCER AROUND PLANTING PIT
PULVERIZE SOIL 0%
EXCAVATED FROM HOLE
AND USE AS BACKFILL
LOOSEN SUBGRADE AROUND CENTER MOUND
AND INSTALL SAND AS NEEDED TO PROVIDE
ADEQUATE DRAINAGE AND AERATION
STAKE TO BE 18" BELOW PIT IN
UNDISTURBED SUBGRADE
(SET 1200 APART)
UNDISTURBED SUBGRADE BASE
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1
MAG NAIL
ff
PLANTING SCHEDULE
KEY
NUMBER
BOTANICAL
COMMON
PLANTING
REMARKS
NAME
NAME
SIZE
AL
18
AMELANCHIER
ALLEGHENY
11/2
B & B, MULTISTEM
LAEVIS
SERVICEBERRY
6' HEIGHT MIN.
{f AN
9
ALNUS GLUTINOSA
EUROPEAN BLACK
21/2
B & B
ALDER
CENTRAL LEADER
BN
2
BETULA NIGRA
_ _. -. ..
RIVER BIRCH
_. .... _.......
216
_._ _.
B & B, MULTISTEM
... •. •
BS
9
BUXUS SEMPERVIRENS
FAULKNER
18"
B &B
'FAULKNER'
BOXWOOD
■�
AML
• .
►SAL
, A
CORNUS ALBA
COMPACT VARIEGATED
18"
CONT.
'IVORY HALO'
RED TWIG DOGWOOD
CO
36
CHAMAECYPARIS
DWARF HINOKI
18"
CONT.
I
n/
I
Jill
3" MULCH LAYER
AS SPECIFIED
FINISH GRADE
NEVER CUT LEADER. THIN UP TO 1/3
OF BRANCHES RETAINING NATURAL SHAPE
ll tb �
------------------------- ___- _--- - -_ - -- ---- - - - - -- _ - `- _- __- - - -_ -- --- _---- __� - -_ -- - - - -__
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II T I 1
. _ _ ff II I , 1
- ii - - - - --}{- -- - - - t- - - - - - - -;- --
COMMERCE DRIVE 1
- - - - - -2 ___- - - - -- ------------------------ -- --u- -------------------- - - - - -- --
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J QaN
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L- AGE II Z 1
�SEMEIV S27`05, " - � _ =1� - EASEWNT =
T
5 E -
608-40'
�I
Rc d l L 1
---� =-
_o
r.•/ `\``\���aa_ �Il ��� i.�� / ��/ DRAINAr_c r.
OF TREE. DO NOT LEAVE STUBS
ATTACH GUY WIRE AND HOSE
ABOVE FIRST BRANCH.
STAKE TREES UNDER 3" CAL. USE WOOD
STAKES 3 PER TREE ®120° —�
ALL STAKES AND GUY WIRES TO
BE REMOVED WITHIN ONE YEAR.
GUY TREES 3" CAL. & LARGER USE 2 "x4" STAKES —
DRIVEN BELOW GRADE. (3 STAKES 1200 APART)
ALL STAKES AND GUY WIRES TO
BE REMOVED WITHIN ONE YEAR.
EXCAVATE TO TOP FLARE ROOT, SET TOP OF ROOT
CROWN 4" ABOVE FINISH GRADE
CUT ALL BINDING AND REMOVE WRAPPING FROM_
TOP OF BALL
3" MULCH LAYER AS SPECIFIED
4" DIA. X 4" SAUCER AROUND PLANTING PIT
PULVERIZE SOIL
EXCAVATED FROM HOLE AND
USE AS BACKFILL
LOOSEN SUBGRADE AROUND CENTER MOUND
AND INSTALL SAND AS NEEDED TO PROVIDE
ADEQUATE DRAINAGE AND AERATION
STAKE TO BE 18" BELOW PIT IN
UNDISTURBED SUBGRADE
UNDISTURBED SUBGRADE BASE-
M C EH &9 IAI v�
N S_ J86 2
ENV u 8R6 35 \ i
en
SHADE TREE PLANTING DETAIL
NOT TO SCALE
4" WIDE TAPE CONSISTING OF
2 LAYERS OF CRINKLED PAPER
CEMENTED TOGETHER, UP TO
FIRST BRANCHES
EXCAVATE HOLE 12" LARGER
THAN ROOT BALL
SCARIFY SIDES OF HOLE
FINISH GRADE
HOSE GUARDS AND GUY WIRE
GUY TREES 9' HT. AND TALLER. USE
2 "x 4" STAKES DRIVEN BELOW GRADE. —N�,,
3 STAKES ®120° APART. STAKES AND
GUYS TO BE REMOVED WITHIN ONE YEAR.
EXCAVATE TO TOP FLARE ROOT,
SET TOP OF ROOT CROWN 4"
ABOVE FINISH GRADE
CUT ALL BINDING AND REMOVE WRAPPING —
FROM TOP OF BALL
3" MULCH LAYER AS SPECIFIED
4" DIA. X 4" SAUCER AROUND PLANTING PIT
PULVERIZE SOIL 0%
EXCAVATED FROM HOLE
AND USE AS BACKFILL
LOOSEN SUBGRADE AROUND CENTER MOUND
AND INSTALL SAND AS NEEDED TO PROVIDE
ADEQUATE DRAINAGE AND AERATION
STAKE TO BE 18" BELOW PIT IN
UNDISTURBED SUBGRADE
(SET 1200 APART)
UNDISTURBED SUBGRADE BASE
I
N
1
MAG NAIL
ff
STAKE TREES UP TO
8' HEIGHT. 3 STAKES
®120° APART
vv EXCAVATE HOLE 12" LARGER
THAN ROOT BALL
/:SCARIFY SIDES OF HOLE
E G EE PLANTING DETAIL
NOT TO SCALE
FINISH GRADE
"I
PLANTING NOTES:
1. A MINIMUM OF 4" OF TOPSOIL SHALL BE PLACED ON ALL AREAS SHOWN TO BE
SEEDED. USE SUITABLE TOPSOIL FROM STOCKPILED SITE STRIPPING. TOPSOIL
SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR
DELETERIOUS MATERIALS LARGER THAN 1 ". REMOVE ANY UNSUITABLE AND
EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISH
ANY ADDITIONAL TOPSOIL. NEEDED AT NO ADDITIONAL COST.
2. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN
SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT.
3. ALL TREES SHALL HAVE A 4' DIAMETER RING COVERED WITH A 2" TO 3" THICK
LAYER OF SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE
APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND
COLOR. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
4. ALL PLANTING BEDS SHALL HAVE A 2" TO 3" THICK LAYER OF SHREDDED
HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS
WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE - EMERGENT HERBICIDE
APPLIED AS PER MANUFACTURERER'S RECOMMENDATION.
5. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY
LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL
TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING
VARIETY AND SIZE OF TREE.
6. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE
SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE
ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED
AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S
OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED
AND APPROVED OR REJECTED ON THE JOB SITE.
7. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY
STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF
NURSERYMEN.
8. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED
WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY
OWNER.
9. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE
YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT END OF THIS
PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE
ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE
CONTRACTOR.
10. ALL DISTURBED LAWN AREAS SHALL BE HYDROSEEDED AS NOTED ON EROSION
CONTROL PLAN DETAIL SHEET
7
Vii$'' :, Y.. . .L...v.
.. ..
Architects
Consultants
Engineers
w�
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317547.5580 317.543.0270
Capyrtght (C) 2005 — American Consulting, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MAPLECREST COMMONS
(LOT 1) AT WEST
CARMEL CENTER
CONSULTANTS
FETgy
���.•.� �STE'ire ....Gj�
No.
* = 19900549
'.. STATE (F
�•'••.!HD IAMB'.••'•••
r
ITIfA .10, ii� z , - f�
>rC
CERTHM BY
DATE, 08/19/06
DRAWN BYl PIED
CHECKED BY, AF
ISSUED FOR, DATE
GEN. REV. 10/07/05
GEN. REV. 10/12/05
/
ACE PROJECT as IN2005.0710
LANDSCAPE PLAN,
DETAILS AND
PLANTING
SCHEDULE
PLANTING SCHEDULE
KEY
NUMBER
BOTANICAL
COMMON
PLANTING
REMARKS
NAME
NAME
SIZE
AL
18
AMELANCHIER
ALLEGHENY
11/2
B & B, MULTISTEM
LAEVIS
SERVICEBERRY
6' HEIGHT MIN.
{f AN
9
ALNUS GLUTINOSA
EUROPEAN BLACK
21/2
B & B
ALDER
CENTRAL LEADER
BN
2
BETULA NIGRA
_ _. -. ..
RIVER BIRCH
_. .... _.......
216
_._ _.
B & B, MULTISTEM
'HEIGHT MIN.
BS
9
BUXUS SEMPERVIRENS
FAULKNER
18"
B &B
'FAULKNER'
BOXWOOD
OR CONT.
CA
9
CORNUS ALBA
COMPACT VARIEGATED
18"
CONT.
'IVORY HALO'
RED TWIG DOGWOOD
CO
36
CHAMAECYPARIS
DWARF HINOKI
18"
CONT.
OBTUSA 'NANA'
FALSE CYPRESS
EA
46
EUONYMUS ALATUS
DWARF BURNING
18"
CONT.
'COMPACTUS'
BUSH
GTr
11
GLEDITSIA TRIACANTHOS
IMPERIAL
21/2
B &B
VAR. INERMIS 'IMPERIAL'
HONEYLOCUST
CENTRAL LEADER
HE
59
HEMEROCALIS
STELLA DE ORO DAYLILY
18 "
CONT.
' STELLA DE ORO'
JS
6
JUNIPERUS SARGENTII
JUNIPER
12"
CONT.
MP
49
MYRICA PENNSYLVANICA
NORTHERN
24"
B & B
BAYBERRY
OR CONT.
PA
52
PENNISETUM ALOPECUROIDES
LITTLE BUNNY
#2
CONT.
'LITTLE BUNNY'
FOUNTAIN GRASS
PC
r,' 56
PRUNUS X CISTENA
PURPLELEAF SAND CHERRY
24"
B & B
OR CONT.
PF
40
PEROVSKIA FILIGRAM
RUSSIAN SAGE
18"
CONT.
PG
18
PICEA GLAUCA
BLACK HILLS
8'
B & B, FULL TO
_ 1
'DENSATA'
SPRUCE
GROUND, 5' WIDE, MIN.
PH
93
PANICUM VIRGATUM
HEAVY METAL
#2
CONT.
'HEAVY METAL'
SWITCH GRASS
PV
13
PRUNUS VIRGINIANA
CANADA RED
11/2
B & B
'CANADA RED SELECT'
SELECT CHERRY
QR
y ,
%� 12
QUERCUS RUBRA
RED OAK
216
B & B
- 1
CENTRAL LEADER
SB
59
SPIRAEA x BUMALDA
ANTHONY WATERER
18"
CONT.
'ANTHONY WATERER'
SPIREA
SS
31
SEDUM SPECTABILIS
AUTUMN JOY
#1
CONT.
'AUTUMN JOY'
SEDUM
TF (
6
B &B
TILIA TOMENTOSA
SILVER LINDEN
21/2
/
CENTRAL LEADER
STAKE TREES UP TO
8' HEIGHT. 3 STAKES
®120° APART
vv EXCAVATE HOLE 12" LARGER
THAN ROOT BALL
/:SCARIFY SIDES OF HOLE
E G EE PLANTING DETAIL
NOT TO SCALE
FINISH GRADE
"I
PLANTING NOTES:
1. A MINIMUM OF 4" OF TOPSOIL SHALL BE PLACED ON ALL AREAS SHOWN TO BE
SEEDED. USE SUITABLE TOPSOIL FROM STOCKPILED SITE STRIPPING. TOPSOIL
SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR
DELETERIOUS MATERIALS LARGER THAN 1 ". REMOVE ANY UNSUITABLE AND
EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISH
ANY ADDITIONAL TOPSOIL. NEEDED AT NO ADDITIONAL COST.
2. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN
SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT.
3. ALL TREES SHALL HAVE A 4' DIAMETER RING COVERED WITH A 2" TO 3" THICK
LAYER OF SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE
APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND
COLOR. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
4. ALL PLANTING BEDS SHALL HAVE A 2" TO 3" THICK LAYER OF SHREDDED
HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS
WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE - EMERGENT HERBICIDE
APPLIED AS PER MANUFACTURERER'S RECOMMENDATION.
5. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY
LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL
TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING
VARIETY AND SIZE OF TREE.
6. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE
SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE
ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED
AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S
OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED
AND APPROVED OR REJECTED ON THE JOB SITE.
7. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY
STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF
NURSERYMEN.
8. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED
WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY
OWNER.
9. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE
YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT END OF THIS
PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE
ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE
CONTRACTOR.
10. ALL DISTURBED LAWN AREAS SHALL BE HYDROSEEDED AS NOTED ON EROSION
CONTROL PLAN DETAIL SHEET
7
Vii$'' :, Y.. . .L...v.
.. ..
Architects
Consultants
Engineers
w�
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317547.5580 317.543.0270
Capyrtght (C) 2005 — American Consulting, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MAPLECREST COMMONS
(LOT 1) AT WEST
CARMEL CENTER
CONSULTANTS
FETgy
���.•.� �STE'ire ....Gj�
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ISSUED FOR, DATE
GEN. REV. 10/07/05
GEN. REV. 10/12/05
/
ACE PROJECT as IN2005.0710
LANDSCAPE PLAN,
DETAILS AND
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CALCULATIONS ARE MAINTAINED HORIZONTAL ILLUMINANCE FIGURES IN FOOT—CANDLES
POINTS SHOWN ARE AT GRADE I
20 NOUN
MOUNTED
MOUNTING HEIGHT ON THE POLES. 13 MOUNTING ON THE BU
FIXTURES.
LOT 1 IN AMENDED BLOCK C OF WEST CARMEL CENTER AS
PER PLAT THEREOF RECORDED AS INSTRUMENT
#200400018514 IN PLAT CABINET 3, SLIDE 373 BY THE
RECORDER OF HAMILTON COUNTY, INDIANA.
CAUTION !!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( *Including, but not limited to, manholes, inletst
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 EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FREE
— INDIANA UNDERGROUND
POLE AND FIXTURE. 201 MAX.
HEIGHT FROM GROUND
SURFACE
BASE OVER ..........
C
FINISH GRADE
GROUND ROD
:2
D
:2
X
b
04
HANDHOLE
MOUNTING BOLT LAYOUT PER
MFGR. TEMPLATE
—ANCHOR BOLTS
C
C
CONDUIT
8-#8 VERT. BARS W/
• #3 TIES 0 16" O.C.
2
TYPIQAL SITE LIGHT & BAqF
NOT TO SCALE
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,60 SHADELAND STATION
4DIANAPOLIS, IN 46256.3917
.7.547.5580 317.543-0270
pyright (C) 2005 American Consulting• Inc.
J
DR BLOCK Cy LLC.
3463 CASTLEWOOD
)RIVE
I INDIANA
PAAPLECREST COMAAOfi1S
(LOT 1) AT WEST
CARMEL CENTER
CONSULTANTS,
CERTFIED BY
DATE
08/19/05
DRAWN BY1
PED
CHECKED BYl
AF
ISSUED FOR,
DATEI
GEN. REV.
10/07/05
ACE PROJECT el IN2005.0710
11TL9_8
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18" MIN.
ORANGE to
WHITE
►� ORANGE
WHITE
® = BLACK OR OTHER APPROVED COLOR
STANDARD DRUM BARRICADE DETAIL
N.T.S.
LEGEND GENERAL NOTES
® LOW INTENSITY FLASHING 1. ALL TRAFFIC CONSTRUCTION SIGNAGE METHODS, MATERIALS AND
YELLOW LIGHT ( TYPE A) CONSTRUCTION DETAILS SHALL CONFORM WITH INDOT STANDARD
DETOUR SHEETS AND SPECIFICATIONS AND THE INDIANA MANUAL
STANDARD DRUM BARRICADE ON UNIFORM TRAFFIC CONTROL DEVICES.
WITH "STEADY -BURN"
WARNING LIGHTS 2. BARRICADES OR DRUMS SHALL BE PLACED ALONG THE OUTSIDE 2 FT.
OF THE EXISTING PAVEMENT DURING CONSTRUCTION 0 20' O.C.
3. REPAIR OR REPLACE ANY EXISTING PAVEMENT MARKINGS THAT
ARE DAMAGED OR DESTROYED DURING CONSTRUCTION.
4. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN
FLAGGERS NOT PRESENT.
5. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST
HAVE TYPE II DRUMS WITH TYPE "A" FLASHERS SPACED EVER 100'.
MEN ROAD ROAD END 0
WORKING CONSTRUCTION CONSTRUCTION CONSTRUCTION .,
250 FT. 500 FT.
O 0 O 2 3 4 G)
O
XW21 -1 XW20 -1 XW20 -1 XG20 -2 XW20 -7a
x
(36"x 36") (48"x 48") (48 "x 48 ") (6 ON 24) (48"x 48")
CONSTRUCTION SIGNAGE
N.T.S.
CAUTION It
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, 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 EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1- 800 - 382 -5544
CALL TOLL FREE
- INDIANA UNDERGROUND -
:x.. {: {.: Architects
°.. Consultants
vA:.
Engineers
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
3175475580 317.543.0270
Copyright (C) 2005 — American Consulting. Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MAPLECREST COMMONS
(LOT 1) AT WEST
CARMEL CENTER
CONSULTANTS
eO; FET4y
.... .
c!; ��f,�STfip f� .9CiC�
No.••
* 19900549
STATE W ;
�'' ••.MHO IAN �. ••''�
�WAL
CERTFIED BY"
DATE, 08/19/05
DRAWN BYs PED
CHECKED BYs AF
ISSUED FOR, DATE
AGEN. REV. 10/07/05
ACE PROJECT •. IN2005.0710
TITLE-
MAINTENANCE
OF TRAFFIC
PLAN
C9.1
11111111