HomeMy WebLinkAbout170124_STATE SET CIVILSHEET INDEX
KEELER-WEBB ASSOCIATES1610-013
This set of drawings are not intended to be represented as a entrancement or original boundary survey, a route survey, or a Surveyor Location Report.
COV
BUILDING REMODEL & IMPROVEMENTS
FOR:
1045 North Range Line Road
Carmel, Indiana 46032
1045 North Range Line Road, Carmel, Indiana 46032CLIENT REVIEW11-01-20162011 AERIAL PHOTO
N.T.S.NORTHZONING MAP
N.T.S.NORTHSITE
VCA HOSPITALS
INSTRUMENT No. 2013054089
RECORD LEGAL DESCRIPTION
Part of the North Half of the Southwest Quarter of Section 19, Township 18 North, Range 4 East in Hamilton County,
Indiana, more particularly described as follows:
Beginning on the West line of the North Half of the Southwest Quarter of Section 19, Township 18 North, Range 4
East, 152.80 feet South 00 degrees 13 minutes 00 seconds East (assumed bearing) of the Northwest corner thereof;
thence North 89 degrees 14minutes 55 seconds East parallel with the North line of said Quarter, 133.94 feet to the
East right-of-way of a frontage road along Range Line Road as now located by I.S.H.C. plans for I.S.H.C. Project
S-165 (14), Sheet #24, dated 1960; thence South 75 degrees 43 minutes 20 seconds East 509.88 feet; thence South
01 degree 23 minutes 00 seconds West 282.06 feet; thence South 89 degrees 14 minutes 55 seconds West parallel
with the North line of said Quarter 397.32 feet; thence North 00 degrees 13 minutes 00 seconds West parallel with
the West line of said Quarter 200.00 feet; thence South 89 degrees 14 minutes 55 seconds West parallel with the
North line aforesaid 222.41 feet to the West line aforesaid; thence North 00 degrees 13 minutes 00 seconds West on
and along said West line 214.10 to the Beginning Point, containing 4.170 acres, more or less.VCA - THE RANGE PET LODGEemail: beth.quarles@vca.comPhone: 317.571.7777Carmel, Indiana 460321045 N. RANGELINE ROADBUILDING ADDITION & SITE IMPROVEMENTSTHE RANGE PET LODGETHE RANGE PET LODGE
C1 EXISTING TOPOGRAPHY & DEMO PLAN
C2 PROPOSED SITE PLAN
C3 DRAINAGE/GRADING PLAN
C4 EROSION CONTROL PLAN
C5.1 SITE DETAILS
C5.2 SITE/DRAINAGE DETAILS
C5.3 SANITARY AND PLANTING DETAILS
C6 STORM WATER PPP
L1 LANDSCAPING PLAN SUBMIT FOR T.A.C.11-16-2016T.A.C. REVISIONS01-04-2017
EXISTING 1 - STORY
MASONRY BUILDING
1045 NORTH RANGE LINE ROAD
NORTH HILL REALTY, LLC
S 89°14'55" W 397.32'
9,683 sq.ft.N 00°13'00" W 200.00'S 01°23'00" W 282.06'S 89°14'55" W 222.41'N 00°13'00" W 214.10'N 89°14'55" E 133.94'
S 75°4
3
'
2
0
"
E
5
0
9
.
8
8
'NORTH RANGE LINE ROADFRONTAGE ROAD178.37'CONC
PAD
TELEPHONE
VAULT 3'x4'RIGHT-OF-WAY LINE61.19'10.3'WASPHALT PAVEMENTEXISTING 1 - STORY RANCH HOUSECURB INLET
T.O.C. 823.44
12" RCP E INV. 820.64'EXISTING DITCH LINE
14 PINE
STORM MANHOLE
T.O.C. 825.86'
12" RCP N INV. ???
CURB INLET
T.O.C. 823.57', INV. 819.07'
12" RCP N
12" RCP W
12" RCP S
EXISTING MASONRY WALL
FUTURE REMODELEDCONCIERGEDROP OFFCONC.
S
IDEWALK PER WEIHE ENG. 11/30/70 SURVEY3' WIDE SAND FILTERBMP ACC
E
S
S
E
A
S
E
M
E
N
T
817812827815812811810809808807806818819
EXISTING OUTDOOR
EXERCIZE AREA
C1KEELER-WEBB ASSOCIATES EXISTING TOPOGRAPHY & DEMO PLAN
KNOW WHAT'S BELOW
PER INDIANA STATE LAW IC8-1-26.
IT IS AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING
WORK.
CALL BEFORE YOU DIG
HOLEY MOLEY SAYS
CALL 1-800-382-5544 to schedule
a locate request
SOILS MAP
1610-013 1045 North Range Line Road, Carmel, Indiana 46032CLIENT REVIEW11-01-20164530 60 90 150 BUILDING REMODEL & SITE IMPROVEMENTSTHE RANGE PET LODGEVCA - THE RANGE PET LODGEemail: beth.quarles@vca.comPhone: 317.571.7777Carmel, Indiana 460321045 N. RANGELINE ROADSUBMIT FOR TAC11-16-2016ADDITIONAL EROSION AND SEDIMENT MEASURES
MAY BE REQUIRED BY THE INSPECTOR
SILT FENCE PER DTL. ON C4 ALSO CONSTRUCTION LIMITS
TREE PROTECTION PER DTL. ON C5.2
T.A.C. REVISIONS01-04-2017STABILIZED CONSTRUCTION EXIT
SEE DETAIL ON C4
SAW CUT AND REMOVE EXISTING
ASPHALT
EXISTING 1 - STORY
MASONRY BUILDING
1045 NORTH RANGE LINE ROAD
NORTH HILL REALTY, LLC
S 89°14'55" W 397.32'
9,683 sq.ft.N 00°13'00" W 200.00'S 01°23'00" W 282.06'S 89°14'55" W 222.41'N 00°13'00" W 214.10'N 89°14'55" E 133.94'
S 75°4
3
'
2
0
"
E
5
0
9
.
8
8
'NORTH RANGE LINE ROADFRONTAGE ROAD178.37'CONC
PAD
TELEPHONE
VAULT 3'x4'RIGHT-OF-WAY LINE61.19'10.3'ASPHALT PAVEMENTEXISTING 1 - STORY RANCH HOUSECURB INLET
T.O.C. 823.44
12" RCP E INV. 820.64'EXISTING DITCH LINE
COOL CREEK TOP OF BANKSTORM MANHOLE
T.O.C. 825.86'
12" RCP N INV. ???
CURB INLET
T.O.C. 823.57', INV. 819.07'
12" RCP N
12" RCP W
12" RCP S
EXISTING MASONRY WALLCONCIERGEDROP OFFCONC.
S
IDEWALK PER WEIHE ENG. 11/30/70 SURVEY3' WIDE SAND FILTERBMP AC
C
E
S
S
E
A
S
E
M
E
N
T
FINISH FLOOR ELEVATION818.37' or 98'-0"
SANITARY SEWER
INV. EL. 808.28
ANY DAMAGE TO EXISTING IMPROVEMENTS IN
THE RIGHT-OF-WAY RESULTING FROM
CONSTRUCTION OF THIS PROJECT SHALL BE
COMPLETELY REPAIRED/RESTORED TO THE
SATISFACTION OF THE CITY AT COMPLETION
OF CONSTRUCTION. THE ENGINEERING
DEPARTMENT RECOMMENDS A SITE VISIT
WITH THE CITY INSPECTOR PRIOR TO
STARTING CONSTRUCTION TO DOCUMENT
THE CONDITION OF THE EXISTING
IMPROVEMENTS IN THE RIGHT-OF-WAY.
THE CONSTRUCTION LIMITS OF
THE BUILDING ADDITION IS LIMITED
TO THE ASPHALT PARKING LOT ON
THE SOUTH, EAST AND NORTH
SIDES OF THE PROPERTY
2,455 SQ.FT. NEW
CONCRETE WALK
365 L.F. CURB
28,201 SQ.FT. NEW
ASPHALT PAVING
370 L.F. CURB
10'x29.5' DUMPSTER PAD
SEE DETAIL SHEET C5.1
6" CONCRETE CURB SEE
DETAIL ON SHEET C5.1
SEE ARCHITECTURAL SHEETS
FOR STAIR AND RAMP DETAILS
SEE ARCHITECTURAL SHEETS
FOR BUILDING DIMENSIONS
24" CHAIR BACK CURB TYP.
SEE DETAIL SHEET C5.1
8' CHAINLINK FENCE
MATCH EXISTING TYPE) TYP.
RETAINING WALL SEE
DETAIL SHEET C5.1
3' WIDE SAND FILTER SEE
DETAIL SHEET C3
R30.
0'
R25.0'
R
3
0
.
0
'
R6
6
.
3
'25.0'R40.6'
SEE DETAIL ON
SHEET C3VERIFY HYDRANT & F.D.C.
TYPE &LOCATIONS W/
FIRE DEPT.
PROVIDE KNOX-BOX FOR
F.D. ACCESS AT OFFICE,
VERIFY LOCATION W/ F.D.
(2) BICYCLE PARKING SPACES
SEE DETAIL SHEET C5.1
EXISTING OUTDOOR
EXERCIZE AREA
PROPOSED OUTDOOR
EXERCIZE AREA
PROPOSED 1 - STORY
MASONRY BUILDING
4,739 SQ.FT.
SEE SHEET C3 FOR DETENTION
GRADING AND INSTALLATION
SEE ARCHITECTURAL SHEETS FOR
TRASH DUMPSTER. DETAIL SHALL
MATCH BUILDING MATERIALS
SANITARY SEWER
INV. EL. 807.28
199 L.F. 6" P.V.C. @ 1% SLOPE
TAP SANITARY SEWER VERIFY
INVERT ELEVATION SEE
DETAIL SHEET C5.3
INV. EL. TO BE VERIFIED
61'-0"114'-0"ADA RAMP SEE DETAIL ON SHEET C5.1
ADA SIGN SEE DETAIL 2 C5.1
ADA SPACE SEE DETAIL ON SHEET C5.1
104 L.F. - 6" PERFORATED HDPE
PIPE @ 0.5% SEE DETAIL SHEET
C5.1
135 L.F. - 6" SOLID HDPE
PIPE @ 0.1% UNDERDRAIN
TO POND
6" HDPE INV. OUT = 810.80'
LOWEST ADJACENT GRADE = 814.3'
MIN. FLOOD PROTECTIONGRADE / MLAG = 812.3'
820.37' or 100'-0"
EXISTING BUILDING
FINISH FLOOR ELEVATION
PROPOSED SITE PLANPER INDIANA STATE LAW IC8-1-26.
IT IS AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING
WORK.
CALL TOLL FREE
CALL 2 WORKING DAYS BEFORE YOU DIG
HOLEY MOLEY SAYS
C2KEELER-WEBB ASSOCIATES1610-013 1045 North Range Line Road, Carmel, Indiana 46032CLIENT REVIEW11-01-2016BUILDING REMODEL & SITE IMPROVEMENTSTHE RANGE PET LODGE4530 60 90 150 VCA - THE RANGE PET LODGEemail: beth.quarles@vca.comPhone: 317.571.7777Carmel, Indiana 460321045 N. RANGELINE ROADSUBMIT FOR TAC11-16-2016SEE ARCH PLANS FOR INTERIOR LAYOUT,
AND BUILDING DIMENSIONS
T.A.C. REVISIONS01-04-2017Proposed Building 14,422 sf.ft. Coverage of 7.9% of 4.170 Acres
Proposed Disturbed area
Existing Building area
Lot area
Zoned B3
SITE DATA
49,410 sq. ft.
9,683 sq. ft.
4.170 Ac. +/-
Proposed parking spaces
Handicapped parking
Total parking
Total employees (on busiest shift)
New ADA striped spaces
Minimum Front Yard Setback
Minimum Rear Yard Setback
Minimum Side Yard Setback 30'
30'
60'
1
22
63
3
44
EXISTING 1 - STORY
MASONRY BUILDING
1045 NORTH RANGE LINE ROAD
NORTH HILL REALTY, LLC
S 89°14'55" W 397.32'
9,683 sq.ft.N 00°13'00" W 200.00'S 01°23'00" W 282.06'S 89°14'55" W 222.41'N 00°13'00" W 214.10'N 89°14'55" E 133.94'
S 75°4
3
'
2
0
"
E
5
0
9
.
8
8
'NORTH RANGE LINE ROADFRONTAGE ROAD178.37'CONC
PAD
TELEPHONE
VAULT 3'x4'RIGHT-OF-WAY LINE61.19'10.3'ASPHALT PAVEMENTEXISTING 1 - STORY RANCH HOUSECURB INLET
T.O.C. 823.44
12" RCP E INV. 820.64'EXISTING DITCH LINE
COOL CREEK TOP OF BANKSTORM MANHOLE
T.O.C. 825.86'
12" RCP N INV. ???
CURB INLET
T.O.C. 823.57', INV. 819.07'
12" RCP N
12" RCP W
12" RCP S
EXISTING MASONRY WALL
x M
A
T
C
H
E
X.
x M
AT
C
H
E
X.CONCIERGEDROP OFFCONC.
S
IDEWALK PER WEIHE ENG. 11/30/70 SURVEY8" INV.
8" INV.
x M
AT
C
H
E
X.
x M
A
T
C
H
E
X.
x M
AT
C
H
E
X.3' WIDE SAND FILTERBMP AC
C
E
S
S
E
A
S
E
M
E
N
T
817812827FINISH FLOOR ELEVATION818.37' or 98'-0"815x 81
8.
4
0
x M
AT
C
H
E
X.
x M
A
T
C
H
E
X.
x M
A
T
C
H
E
X.
x M
AT
C
H
E
X.
x M
AT
C
H
E
X.
x 8
1
9.
8
8
x 8
1
8.
9
9
x 8
2
0.
2
1
x 8
1
7.
1
9
814.22
x
x
8
1
4
.
6
2
x 8
1
6.
6
8
x 8
1
5.
5
0
x 8
1
4.
6
6
x 8
1
3.
1
9
x 8
1
2.
3
8
x
813.6
8
x
818
819
817
816815815
8
1
5
814
813814817
818
819
820
812813
811
811
810812811810809808807806818819
815.05
x
815.3
2
x
816.5
9
x
818.3
9
x
x 8
1
8.
6
1
x 81
4.
9
3
x M
AT
C
H
E
X.
x
8
1
4
.
1
5
x 81
3.
0
3
x 81
3.
2
1
814.0
8
x MATCH
E
X
.
x
8
2
0.
1
1
x 815.4
1
x 815.30
815.92
x
x M
AT
C
H
E
X.
x M
A
T
C
H
E
X.
PROPOSED FINISH FLOOR
ELEVATION 818.37'
xx x
SPOT ELEVATIONS AROUND PROPOSED
RETAINING WALL
x
x
ELEV. AT PAVEMENT
813.54
x
x
x
ELEV. AT SAND FILTER
813.69
x
ELEV. AT SAND FILTER
815.30
xxx
ELEV. AT SAND FILTER
813.95
2% SLOPE
2% SLOPE
OUTLET STRUCTURE-1
T/O/C = 811.70
18" R.C.P. INV. OUT E = 809.24
SEE DETAIL 2 ON SHEET C3 FOR ELEVATIONS
24' - 18" R.C.P. @1.0% STORM
SEWER SEE DETAIL SHEET C3
END SECTION INV. 809.00
DETAIL & STRUCTURE DETAIL
ON SHEET C5.2
ELEV. AT T/O/W
817.43
ELEV. AT T/O/W
818.27
T/O/W = TOP OF WALL
ELEV. AT CONC. WALK
817.70
ELEV. AT CONCRETE = 818.04
ELEV. AT CONCRETE = 817.73
ELEV. AT CONCRETE = 818.04
ELEV. AT GROUND = 814.29
x
ELEV. AT T/O/W
817.43
ELEV. AT CONCRETE
818.27
812
EMERGENCY SPILLWAY
RIP-RAP 5' WIDE ELEV. 812.78
SEE DETAIL 3 ON SHEET C3
EXISTING OUTDOOR
EXERCIZE AREA
PROPOSED OUTDOOR
EXERCIZE AREA
PROPOSED 1 - STORY
MASONRY BUILDING
4,739 SQ.FT.
INV. IN = 809.35
DETENTION:
100 YEAR ELEV.=812.35'
10" ORIFICE INV.=809.35'
100 YEAR STORAGE = 0.160 AC.-FT.
10 YEAR STORAGE = 0.087 AC.-FT.
8" CONCRETE RETAINING
WALL SEE DETAIL 3 ON
SHEET C5.1
ELEV. AT T.O.W.
818.37
ELEV. AT T/O/W = 818.37
xx 819.2
0
x
813.9
5
x
PROPOSED SAND FILTER
SEE DETAIL 1 SHEET C33C5.1
3C5.1
6" HDPE INV. OUT = 801.80'
NOTE:
SEE STRUCTURAL DRAWINGS FOR
WALL AND STAIR DETAILS
LOWEST ADJACENT GRADE = 814.3'
MIN. FLOOD PROTECTIONGRADE / MLAG = 812.3'
820.37' or 100'-0"
EXISTING BUILDING
FINISH FLOOR ELEVATION
104 L.F - 6" HDPE (PERFORATED)
SEE DETAIL 1 SHEET C3
135 L.F - 6" HDPE (SOLID) @ 0.1%
C3KEELER-WEBB ASSOCIATES DRAINAGE/GRADING PLAN
KNOW WHAT'S BELOW
PER INDIANA STATE LAW IC8-1-26.
IT IS AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING
WORK.
CALL BEFORE YOU DIG
HOLEY MOLEY SAYS
CALL 1-800-382-5544 to schedule
a locate request
1610-013 1045 North Range Line Road, Carmel, Indiana 46032CLIENT REVIEW11-01-2016BUILDING REMODEL & SITE IMPROVEMENTSTHE RANGE PET LODGEVCA - THE RANGE PET LODGEemail: beth.quarles@vca.comPhone: 317.571.7777Carmel, Indiana 460321045 N. RANGELINE ROADSUBMIT FOR TAC11-16-2016 STRUCTURE DATA TABLE
No RIM ELEV.INV. IN INV. OUT STR. SIZE STR. TYPE CASTING OUT DIR.NOTES & DETAILS
1 811.70 809.35 809.24 24x24 INLET C3 & C5.2 18"E OUTLET STRUCTURE
2 809.00(1) END-SECT DTL. C5.2 18"E FLARED END
STORM SEWER PIPE QUANTITIES
L.F. SIZE TYPE
24'18"RCP
4530 60 90 150
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
ROCK RIP RAP
SLOPE 1%
5'-0"5'-0"5'-0"
4
1
ROCK RIP RAPSIZE AND ELEVATIONS
SEE GRADING PLAN FOR
TOP OF SPILLWAY
ELEV. = 812.78'
TOP OF POND BANK
ELEV. = 813.00'
ALL PROPOSED STORM SEWER
STRUCTURES AND PIPES ARE
PRIVATE. THERE IS NO NEW
PUBLIC STORM SEWER
INCLUDED IN THIS PROJECT.
THE STORM SEWER SYSTEM AND
STRUCTURES SHOWN ON THESE
PLANS ARE PRIVATE
POND ALLOWABLE RELEASE RATE 4.93 cfs/Ac.(2 YEAR) 8.96 cfs/Ac. (10 YEAR)
DEVELOPED ALLOWABLE CN = 84
TOTAL DEVEVLOPED AVERAGE CN = 82
POND STORAGE CAPACITY AT 100-YEAR ELEV. = 0.160 Ac/ft
POST-DEVELOPED 10-YEAR STORM RUNOFF = 8.23 cfs
POST-DEVELOPED 100-YEAR STORM RUNOFF = 16.27 cfs
ALL GUTTERS &
DOWNSPOUTS SHALL
DISCHARGE ONTO
PAVEMENT IN ORDER TO
FLOW TO & BE TREATED BY
BMP SYSTEM
LOWEST ADJACENT GRADE = 814.3'
MIN. FLOOD PROTECTIONGRADE / MLAG = 812.3'
820.37' or 100'-0"
EXISTING BUILDING
FINISH FLOOR ELEVATION T.A.C. REVISIONS01-04-2017
EXISTING 1 - STORY
MASONRY BUILDING
1045 NORTH RANGE LINE ROAD
NORTH HILL REALTY, LLC
S 89°14'55" W 397.32'
9,683 sq.ft.N 00°13'00" W 200.00'S 01°23'00" W 282.06'S 89°14'55" W 222.41'
N 89°14'55" E 133.94'
S 75°4
3
'
2
0
"
E
5
0
9
.
8
8
'FRONTAGE ROAD178.37'CONC
PAD
TELEPHONE
VAULT 3'x4'RIGHT-OF-WAY LINE61.19'10.3'ASPHALT PAVEMENTEXISTING 1 - STORY RANCH HOUSECURB INLET
T.O.C. 823.44
12" RCP E INV. 820.64'EXISTING DITCH LINE
CURB INLET
T.O.C. 823.57', INV. 819.07'
12" RCP N
12" RCP W
12" RCP S
EXISTING MASONRY WALLCONCIERGEDROP OFFCONC.
S
IDEWALK PER WEIHE ENG. 11/30/70 SURVEY3' WIDE SAND FILTERBMP AC
C
E
S
S
E
A
S
E
M
E
N
T
817812815818
819
817
816
815815
8
1
5
814
813814817
818
819
820
812813
811
811
810812811810809808807806818819
812
EXISTING OUTDOOR
EXERCIZE AREA
PROPOSED 1 - STORY
MASONRY BUILDING
4,739 SQ.FT.
LOWEST ADJACENT GRADE = 814.3'
MIN. FLOOD PROTECTIONGRADE / MLAG = 812.3'
820.37' or 100'-0"
EXISTING BUILDING
FINISH FLOOR ELEVATION
C4KEELER-WEBB ASSOCIATES EROSION CONTROL PLAN
“”
1610-013 1045 North Range Line Road, Carmel, Indiana 46032CLIENT REVIEW11-01-2016SILT FENCE
SEE DETAIL ON C5.1
DUMPSTER "ON-BOARD" TYPE
(LINED)CONCRETE WASHOUT
4530 60 90 150
DUMPSTER
BUILDING REMODEL & SITE IMPROVEMENTSTHE RANGE PET LODGEVCA - THE RANGE PET LODGEemail: beth.quarles@vca.comPhone: 317.571.7777Carmel, Indiana 460321045 N. RANGELINE ROADSTABILIZED CONSTRUCTION EXIT
SEE DETAIL THIS SHEET SUBMIT FOR TAC11-16-2016EROSION CONTOL BLANKET SEE DETAIL
ON SHEET C5.1
STABILIZED CONSTRUCTION EXIT SEE
DETAIL ON SHEET C4
SILT FENCE SEE DETAIL ON SHEET C5.1
MULCH SOCK SEE DETAIL ON SHEET C4
INSTALL SILT FENCE & REMAIN IN PLACE
UNTIL 100% VEGETATIVE COVER IS
ESTABLISHED
PROPOSED LEGEND
KNOW WHAT'S BELOW
PER INDIANA STATE LAW IC8-1-26.
IT IS AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING
WORK.
CALL BEFORE YOU DIG
HOLEY MOLEY SAYS
CALL 1-800-382-5544 to schedule
a locate request
SILT FENCE SEE DETAIL
ON C5.1
PREEMINENT SEEDING SEE DETAIL ON
SHEET C5.2
THIS PLAN IS FOR CONCEPTUAL EROSION
CONTROL PURPOSES ONLY. DO NOT SCALE,
SEE SHEET's C1 / C3 T.A.C. REVISIONS01-04-2017MULCH BAG PROTECTION
SEE DETAIL SHEET C4
C5.1KEELER-WEBB ASSOCIATES1610-013 1045 North Range Line Road, Carmel, Indiana 46032CLIENT REVIEW11-01-2016BUILDING REMODEL & SITE IMPROVEMENTSTHE RANGE PET LODGEVCA - THE RANGE PET LODGEemail: beth.quarles@vca.comPhone: 317.571.7777Carmel, Indiana 460321045 N. RANGELINE ROADSITE DETAILS SUBMIT FOR TAC11-16-2016T.A.C. REVISIONS01-04-2017
C5.2
1610-013 1045 North Range Line Road, Carmel, Indiana 46032CLIENT REVIEW11-01-2016BUILDING REMODEL & SITE IMPROVEMENTSTHE RANGE PET LODGEKEELER-WEBB ASSOCIATESVCA - THE RANGE PET LODGEemail: beth.quarles@vca.comPhone: 317.571.7777Carmel, Indiana 460321045 N. RANGELINE ROADSUBMIT FOR TAC11-16-2016DRAINAGE DETAILS T.A.C. REVISIONS01-04-2017
C5.3
1610-013 1045 North Range Line Road, Carmel, Indiana 46032CLIENT REVIEW11-01-2016BUILDING REMODEL & SITE IMPROVEMENTSTHE RANGE PET LODGEKEELER-WEBB ASSOCIATESVCA - THE RANGE PET LODGEemail: beth.quarles@vca.comPhone: 317.571.7777Carmel, Indiana 460321045 N. RANGELINE ROADCARMEL SANITARY SEWER & PLANTING DETAILS
NEW CONSTRUCTION NOTES:
·ALL LATERAL PIPING SHALL BE 6” WITH A MINIMUM OF SDR35 PVC.
·PIPE MAY BE GLUE OR GASKET FITTINGS.
·ALL LATERALS MUST HAVE VISIBLE FALL, AND BE INSTALLED WITH MINIMUM 12 GAUGE TRACER WIRE.
·CLEANOUTS SHALL BE INSTALLED WITHIN 3' OF OUTSIDE WALL, WITH ADDITIONAL CLEANOUTS FOR EVERY 100 FEET.
·ALL LATERALS MUST HAVE 6” BELOW AND ABOVE PIPE OF GRANULAR BACKFILL. TOP OF PIPE MUST BE VISIBLE AT TIME OF INSPECTION, ALONG WITH BOTH CONNECTIONS.
·ALL ELBOWS AND CONNECTION POINTS SHALL BE A MINIMUM OF SDR35 PVC - NO FLEXIBLE COUPLINGS ALLOWED SUBMIT FOR TAC11-16-2016
C6KEELER-WEBB ASSOCIATES1610-013 1045 North Range Line Road, Carmel, Indiana 46032CLIENT REVIEW11-01-2016BUILDING REMODEL & SITE IMPROVEMENTSTHE RANGE PET LODGEVCA - THE RANGE PET LODGEemail: beth.quarles@vca.comPhone: 317.571.7777Carmel, Indiana 460321045 N. RANGELINE ROADSUBMIT FOR TAC11-16-2016CARMEL S.W.P.P.P & CURBING POLICY
IMPLEMENTATION
USE OFFSITE FUELING STATIONS AS MUCH AS POSSIBLE. THESE BUSINESSES ARE BETTER EQUIPPED TO HANDLE FUEL
AND SPILLS PROPERLY. PERFORMING THIS WORK OFFSITE CAN ALSO BE ECONOMICAL BY ELIMINATING THE NEED
FOR SEPARATE FUELING AREA AT A SITE. DISCOURAGE "TOPPING-OFF" OF FUEL TANKS.
ABSORBENT SPILL CLEANUP MATERIALS AND SPILL KITS SHOULD BE AVAILABLE IN FUELING AREAS AND ON FUELING
TRUCKS, AND SHOULD BE DISPOSED OF PROPERLY AFTER USE. DRIP PANS OR ABSORBENT PANS SHOULD BE USED
DURING VEHICLE AND EQUIPMENT FUELING, UNLESS THE FUELING IS PERFORMED OVER AN IMPERMEABLE
SURFACE IN A DEDICATED FUELING AREA.
USE ABSORBENT MATERIALS ON SMALL SPILLS. DO NOT HOSE DOWN OR BURY THE SPILL. REMOVE THE ABSORBENT
MATERIALS PROMPTLY AND DISPOSE OF PROPERLY.
AVOID MOBILE FUELING OF MOBILE CONSTRUCTION EQUIPMENT AROUND THE SITE; RATHER, TRANSPORT THE
EQUIPMENT TO DESIGNATED FUELING AREAS.
TRAIN EMPLOYEES AND SUBCONTRACTORS IN PROPER FUELING AND CLEANUP PROCEDURES.
DEDICATED FUELING AREAS SHOULD BE PROTECTED FROM STORMWATER RUNON AND RUNOFF, AND SHOULD BE
LOCATED AT LEAST 50 FT. AWAY FROM DOWNSTREAM DRAINAGE FACILITIES AND WATERCOURSES. FUELING MUST
BE PERFORMED ON LEVEL-GRADE AREAS.
PROTECT FUELING AREAS WITH BERMS AND DIKES TO PREVENT RUNON, RUNOFF, AND TO CONTAIN SPILLS.
NOZZLES USED IN VEHICLES AND EQUIPMENT FUELING SHOULD BE EQUIPPED WITH AN AUTOMATIC SHUTOFF TO
CONTROL DRIPS, FUELING OPERATIONS SHOULD NOT BE LEFT UNATTENDED.
INSPECTION AND MAINTENANCE
VEHICLES AND EQUIPMENT SHOULD BE INSPECTED EACH DAY OF USE FOR LEAKS. LEAKS SHOULD BE REPAIRED
IMMEDIATELY OR PROBLEM VEHICLES OR EQUIPMENT SHOULD BE REMOVED FROM THE PROJECT SITE.
KEEP AMPLE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE.
IMMEDIATELY CLEAN UP SPILLS AND PROPERLY DISPOSE OF CONTAMINATED SOIL AND CLEANUP MATERIALS.
SOLID WASTE MANAGEMENT
DESCRIPTION AND PURPOSE
SOLID WASTE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO PREVENT OR REDUCE THE
DISCHARGE OF POLLUTANTS TO STORMWATER FROM SOLID OR CONSTRUCTION WASTE BY PROVIDING
DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS, ARRANGING FOR REGULAR DISPOSAL, AND
TRAINING EMPLOYEES AND SUBCONTRACTORS.
SUITABLE APPLICATIONS
THIS BMP IS SUITABLE FOR CONSTRUCTION SITES WHERE THE FOLLOWING WASTES ARE GENERATED OR STORED:
1. SOLID WASTE GENERATED FROM TREES AND SHRUBS REMOVED DURING LAND CLEARING, DEMOLITION OF
EXISTING STRUCTURES (RUBBLE), AND BUILDING CONSTRUCTION.
2. PACKAGING MATERIALS INCLUDING WOOD, PAPER AND PLASTIC.
3. SCRAP OR SURPLUS BUILDING MATERIALS INCLUDING SCRAP METALS, RUBBER, PLASTIC, GLASS PIECES AND
MASONRY PRODUCTS.
4. DOMESTIC WASTES INCLUDING FOOD CONTAINERS SUCH AS BEVERAGE CANS, COFFEE CUPS, PAPER
BAGS, PLASTIC WRAPPERS, AND CIGARETTES.
5. CONSTRUCTION WASTES INCLUDING BRICK, MORTAR, TIMBER, STEEL AND METAL SCRAPS, PIPE AND
ELECTRICAL CUTTINGS, NON-HAZARDOUS EQUIPMENT PARTS, STYROFOAM AND OTHER MATERIALS,
TRANSPORT AND PACKAGE CONSTRUCTION MATERIALS.
IMPLEMENTATION
THE FOLLOWING STEPS WILL HELP KEEP A CLEAN SITE AND REDUCE STORMWATER POLLUTION:
SELECT DESIGNATED WASTE COLLECTION AREAS ONSITE.
INFORM TRASH-HAULING CONTRACTORS THAT YOU WILL ACCEPT ONLY WATERTIGHT DUMPSTERS FOR ONSITE USE.
INSPECT DUMPSTERS FOR LEAKS AND CONTACT THE TRASH HAULING CONTRACTOR TO REPAIR ANY DUMPSTER
THAT IS NOT WATERTIGHT.
PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS OR COVERS THAT CAN BE PLACED OVER THE
CONTAINER TO KEEP RAIN OUT OR TO PREVENT LOSS OF WASTES WHEN IT IS WINDY.
PLAN FOR ADDITIONAL CONTAINERS AND MORE FREQUENT PICKUP DURING THE DEMOLITION PHASE OF
CONSTRUCTION.
COLLECT SITE TRASH DAILY, ESPECIALLY DURING RAINY AND WINDY CONDITIONS.
REMOVE THIS SOLID WASTE PROMPTLY SINCE EROSION AND SEDIMENT CONTROL DEVICES TEND TO COLLECT
LITTER.
MAKE SURE THAT TOXIC LIQUID WASTES (USED OILS, SOLVENTS, AND PAINTS) AND CHEMICALS (ACIDS, PESTICIDES,
ADDITIVES, CURLING COMPOUNDS) ARE NOT DISPOSED OF IN DUMPSTERS DESIGNATED FOR CONSTRUCTION
DEBRIS.
DO NOT HOSE OUT DUMPSTERS ON THE CONSTRUCTION SITE. LEAVE DUMPSTER CLEANING TO THE TRASH HAULING
CONTRACTOR OFFSITE.
ARRANGE FOR REGULAR WASTE COLLECTION BEFORE CONTAINER OVERFLOW.
CLEAN UP IMMEDIATELY IF A CONTAINER DOES SPILL.
MAKE SURE THAT CONSTRUCTION WASTE IS COLLECTED, REMOVED, AND DISPOSED OF ONLY AT AUTHORIZED
DISPOSAL AREAS.
COLLECTION STORAGE AND DISPOSAL
LITTERING ON THE PROJECT SITE SHOULD BE PROHIBITED.
TO PREVENT CLOGGING OF THE STORM DRAINAGE SYSTEM, LITTER AND DEBRIS REMOVAL FROM DRAINAGE
GRATES, TRASH ROCKS AND DITCH LINES SHOULD BE A PRIORITY.
TRASH RECEPTACLES SHOULD BE PROVIDED AND LOCATED BY THE GENERAL CONTRACTOR AND INSTRUCT ALL
PERSONNEL ON SITE TO PROPERLY USE THE APPROPRIATE TRASH RECEPTACLE.
LITTER FROM WORK AREAS WITHIN THE CONSTRUCTION LIMITS OF THE PROJECT SITE SHOULD BE COLLECTED AND
PLACED IN WATERTIGHT DUMPSTERS AT LEAST WEEKLY, REGARDLESS OF WHETHER THE LITTER WAS GENERATED BY
THE CONTRACTOR, THE PUBLIC, OR OTHERS. COLLECTED LITTER AND DEBRIS SHOULD NOT BE PLACED IN OR NEXT
TO DRAIN INLETS, STORMWATER DRAINAGE SYSTEMS, OR WATERCOURSES.
DUMPSTERS OF SUFFICIENT SIZE AND NUMBER SHOULD BE PROVIDED TO CONTAIN THE SOLID WASTE GENERATED
BY THE PROJECT.
FULL DUMPSTERS SHOULD BE REMOVED FROM THE PROJECT SITE AND THE CONTENTS SHOULD BE DISPOSED OF BY
THE TRASH HAULING CONTRACTOR.
CONSTRUCTION DEBRIS AND WASTE SHOULD BE REMOVED FROM THE SITE BIWEEKLY OR MORE FREQUENTLY AS
NEEDED.
STORMWATER RUNOFF SHOULD BE PREVENTED FROM CONTACTING STORED SOLID WASTE THROUGH THE USE OF
BERMS, DIKES, OR OTHER TEMPORARY DIVERSION STRUCTURES OR THROUGH THE USE OF MEASURES TO ELEVATE
WASTE FROM SITE SURFACES.
SOLID WASTE STORAGE AREAS SHOULD BE LOCATED AT LEAST 50 FT. FROM DRAINAGE FACILITIES AND
WATERCOURSES AND SHOULD NOT BE LOCATED IN AREAS PRONE TO FLOODING OR PONDING.
INSPECTION AND MAINTENANCE
INSPECT AND VERIFY THAT ACTIVITY BASED BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF ASSOCIATED
ACTIVITIES. WHILE ACTIVITIES ASSOCIATED WITH THE BMP ARE UNDER WAY, INSPECT WEEKLY TO VERIFY
CONTINUED BMP IMPLEMENTATION.
INSPECT BMPS SUBJECT TO NON-STORMWATER DISCHARGE DAILY WHILE NON-STORMWATER DISCHARGES
OCCUR.
INSPECT CONSTRUCTION WASTE AREA REGULARLY.
ARRANGE FOR REGULAR WASTE COLLECTION.
CONCRETE WASHOUT
THE FOLLOWING STEPS WILL HELP REDUCE STORMWATER POLLUTION FROM CONCRETE WASTES:
DISCUSS THE CONCRETE MANAGEMENT TECHNIQUES IN THIS BMP (SUCH AS HANDLING OF CONCRETE WASTE
AND WASHOUT) WITH THE READY-MIX CONCRETE SUPPLIER BEFORE ANY DELIVERIES ARE MADE.
INCORPORATE REQUIREMENTS FOR CONCRETE WASTE MANAGEMENT INTO MATERIAL SUPPLIER AND
SUBCONTRACTOR AGREEMENTS.
STORE DRY AND WET MATERIALS AWAY FROM DRAINAGE AREAS.
AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE.
PERFORM WASHOUT OF CONCRETE TRUCKS OFFSITE OR IN DESIGNATED AREAS ONLY.
DO NOT WASHOUT CONCRETE TRUCKS INTO STORM DRAINS, OPEN DITCHES, STREETS OR STREAMS.
DO NOT ALLOW EXCESS CONCRETE TO BE DUMPED ONSITE, EXCEPT IN DESIGNATED AREAS.
FOR ONSITE WASHOUT:
- LOCATE WASHOUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES.
- DO NOT ALLOW RUNOFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE
ENOUGH FOR LIQUID AND SOLID WASTE.
- WASH OUT WASTES INTO THE TEMPORARY PIT WHERE THE CONCRETE CAN SET, BE BROKEN UP, AND THEN
DISPOSED OF PROPERLY.
- AVOID CREATING RUNOFF BY DRAINING WATER TO A BERMED OR LEVEL AREA WHEN WASHING
CONCRETE TO REMOVE FINE PARTICLES AND EXPOSE THE AGGREGATE.
- DO NOT WASH SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO THE STREET OR STORM DRAIN.
COLLECT AND RETURN SWEEPINGS TO AGGREGATE BASE STOCKPILE OR DISPOSE IN THE TRASH.
14. SEE COVER SHEET AND EROSION CONTROL SHEET C4 FOR CONTACT INFORMATION FOR INDIVIDUAL
RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION.
15. SEE LATEST REVISED CONSTRUCTION DOCUMENTS AND BMP OWNERS OPERATION AND MAINTENANCE
MANUAL.
PREDICTION OF POTENTIAL SPILLS:
1. NEAREST NAVIGABLE WATER: (WHITE RIVER)
2. DRAINAGE SYSTEM: ALL STORM DRAINAGE LEAVES THE SITE BY CLOSED STORM SYSTEMS TO THE DETENTION POND ON
THE WEST SIDE OF THE SITE.
3. POSSIBLE SPILL SOURCES (DURING AND POST CONSTRUCTION): VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL,
BRAKE FLUID, GREASE, ANTIFREEZE; CONSTRUCTION TRASH AND DEBRIS, BIOLOGICAL AGENTS FOUND IN TRASH AND
DEBRIS, FERTILIZERS, HOUSEHOLD ITEMS INCLUDING BUT NOT LIMITED TO CLEANING AGENTS, CHEMICALS, PAINT,
HERBICIDES AND PESTICIDES.
4. GROUNDWATER CONTAMINATION:
THE FACILITY MAINTAINS NO ABOVE GROUND OR UNDERGROUND STORAGE TANKS AT THIS SITE. THEREFORE, IT IS FELT
THAT THERE IS LITTLE OR NO POSSIBILITY OF POST CONSTRUCTION GROUNDWATER CONTAMINATION. THE FACILITY
DOES HAVE CITY OF CARMEL SANITARY SEWER AND WATER SERVICE.
B. PREVENTION AND READINESS
1. THE CONTRACTOR OR RESPONSIBLE PARTY WILL PREPARE A CONTACT LIST IN THE EVENT OF A SPILL ON THE SITE. THE
CONTACT LIST WILL HAVE NAMES AND CONTACT NUMBERS. THE CONTACT LIST WILL SPECIFY FIRST RESPONDERS AND A
CHAIN OF COMMAND. INCLUDE INFORMATION ON WHAT CIRCUMSTANCES REQUIRE THE INITIATION OF THE CONTACT
LIST AND CHAIN OF COMMAND.
2. THE CONTRACTOR/OWNER SHALL MAINTAIN A LIST OF QUALIFIED CONTRACTORS, VAC-TRUCKS, TANK PUMPERS AND
OTHER EQUIPMENT OR BUSINESSES QUALIFIED TO DO CLEAN-UP OPERATIONS. ABSORBENT MATERIALS AND SUPPLIES
NEED TO BE AVAILABLE ONSITE IN SUFFICIENT QUANTITIES TO ADDRESS MINOR SPILLS. ALL EMPLOYEES NEED TO BE
EDUCATED ON THE PROPER APPLICATION OF THE ABSORBENT MATERIALS.
3. ALL MAINTENANCE AND EQUIPMENT OPERATORS MUST BE AWARE AND TRAINED FOR PREVENTION OF SPILLS. A
CONTINUING EDUCATION PROGRAM IS REQUIRED FOR NEW EMPLOYEES AND EMPHASIZING THE IMPORTANCE TO ALL
EMPLOYEES.
4. ALL MATERIALS USED IN THE COURSE OF A CLEANUP WILL BE DISPOSED IN A MANOR APPROVED BY INDIANA
DEPARTMENT OF ENVIRONMENTAL MANAGEMENT.
5. USING WATER TO FLUSH SPILLED MATERIAL WILL NOT BE PERMITTED UNLESS AUTHORIZED BY A STATE, FEDERAL, OR LOCAL
AGENCY OR PERSON IN AUTHORITY. TARPS CAN BE USED TO COVER SPILLED MATERIAL DURING RAIN EVENTS.
C. SPILL RESPONSE
MINOR - SMALL SPILLS THAT TYPICALLY INVOLVE OIL GASOLINE, PAINT, HYDRAULIC FLUID ETC. MINOR SPILLS CAN BE
CONTROLLED BY THE FIRST RESPONDER AT THE DISCOVERY OF THE SPILL.
1. CONTAIN SPILL TO PREVENT MATERIAL FROM ENTERING STORM OR GROUND WATER. DO NOT FLUSH WITH WATER OR
BURY.
2. USE ABSORBENT MATERIAL TO CLEAN-UP SPILL MATERIAL AND ANY SUBSEQUENTLY CONTAMINATED SOILS AND
DISPOSE OF PROPERLY.
SEMI-SIGNIFICANT SPILLS - APPROXIMATELY TEN GALLONS OR LESS OF POLLUTANT WITH NO CONTAMINATION OF
GROUND OR SURFACE WATERS. MINOR SPILLS CAN BE GENERALLY CONTROLLED BY THE FIRST RESPONDER WITH HELP
FROM OTHER SITE PERSONNEL. THIS RESPONSE MAY REQUIRE OTHER OPERATIONS TO STOP TO MAKE SURE THE SPILL IS
QUICKLY AND SAFELY ADDRESSED. AT THE TIME OF DISCOVERY OF THE SPILL:
1. CONTAIN SPILL TO PREVENT MATERIAL FROM ENTERING STORM OR GROUND WATER. DO NOT FLUSH WITH WATER OR
BURY.
2. USE ABSORBENT MATERIAL TO CLEAN-UP SPILLS AND DISPOSE OF PROPERLY. SPILLS ON IMPERVIOUS SURFACES
SHOULD BE CONTAINED WITH A DRY ABSORBENT. SPILLS ON CLAYEY SOILS SHOULD BE CONTAINED BY CONSTRUCTING
AN EARTHEN DIKE AND SHOULD BE DISPOSED OF AS SOON AS POSSIBLE TO PREVENT MIGRATION DEEPER INTO THE SOIL
AND GROUNDWATER. DISPOSE OF CONTAMINATED SOILS OR ABSORBENTS PROPERLY.
3. CONTACT 911 IF THIS SPILL COULD BE A SAFETY ISSUE.
4. CONTACT SUPERVISORS AND DESIGNATED INSPECTORS IMMEDIATELY
5. CONTAMINATED SOLIDS TO BE REMOVED TO AN APPROVED LANDFILL.
MAJOR OR HAZARDOUS SPILLS - MORE THAN TEN GALLONS, THERE IS THE POTENTIAL FOR DEATH, INJURY OR ILLNESS TO
HUMANS OR ANIMALS OR HAS THE POTENTIAL FOR SURFACE OR GROUNDWATER POLLUTION.
1. CONTROL OR CONTAIN THE SPILL WITHOUT RISKING BODILY HARM. TEMPORARILY PLUG STORM DRAINS IF POSSIBLE TO
PREVENT MIGRATION OF THE SPILL INTO THE STORMWATER SYSTEM.
2. IMMEDIATELY CONTACT THE LOCAL FIRE DEPARTMENT AT 911 TO REPORT ANY HAZARD MATERIAL SPILL.
3. CONTACT SUPERVISORS AND DESIGNATED INSPECTORS IMMEDIATELY. OTHER COUNTY OR MUNICIPAL OFFICIALS (LIST
AS NEEDED) RESPONSIBLE FOR STORM WATER FACILITIES SHOULD BE CONTACTED AS WELL. THE CONTRACTOR IS
RESPONSIBLE FOR HAVING THESE CONTACT NUMBERS AVAILABLE AT THE JOB SITE. A WRITTEN REPORT SHOULD BE
SUBMITTED TO THE OWNER AS SOON AS POSSIBLE.
4. AS SOON AS POSSIBLE BUT WITHIN 2 HOURS OF DISCOVERY, CONTACT THE DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT, OFFICE OF EMERGENCY RESPONSE 1-888-233-7745. THE FOLLOWING INFORMATION SHOULD BE NOTED
FOR FUTURE REPORTS TO IDEM OR THE NATIONAL RESPONSE CENTER.
1. NAME, ADDRESS AND PHONE NUMBER OF PERSON MAKING THE SPILL REPORT
2. THE LOCATION OF THE SPILL
3. THE TIME OF THE SPILL
4. IDENTIFICATION OF THE SPILLED SUBSTANCE
5. APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN SPILLED OR MAY BE FURTHER SPILLED
6. THE DURATION AND SOURCE OF THE SPILL
7. NAME AND LOCATION OF THE DAMAGED WATERS
ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES:
VEHICLE & EQUIPMENT MAINTENANCE
DESCRIPTION AND PURPOSE
PREVENT OR REDUCE THE CONTAMINATION OF STORMWATER RESULTING FROM VEHICLE AND EQUIPMENT MAINTENANCE BY
RUNNING A "DRY AND CLEAN SITE". THE BEST OPTION WOULD BE TO PERFORM MAINTENANCE ACTIVITIES AT AN OFFSITE
FACILITY. IF THIS OPTION IS NOT AVAILABLE THEN WORK SHOULD BE PERFORMED IN DESIGNATED AREAS ONLY, WHILE
PROVIDING COVER FOR MATERIALS STORED OUTSIDE, CHECKING FOR LEAKS AND SPILLS, AND CONTAINING AND CLEANING
UP SPILLS IMMEDIATELY.
SUITABLE APPLICATIONS
THESE PROCEDURES ARE SUITABLE ON ALL CONSTRUCTION PROJECTS WHERE AN ONSITE YARD AREA IS NECESSARY FOR
STORAGE AND MAINTENANCE OF HEAVY EQUIPMENT AND VEHICLES.
LIMITATIONS
ONSITE VEHICLE AND EQUIPMENT MAINTENANCE SHOULD ONLY BE USED WHERE IT IS IMPRACTICAL TO SEND VEHICLES AND
EQUIPMENT OFFSITE FOR MAINTENANCE AND REPAIR. SENDING VEHICLES/EQUIPMENT OFFSITE SHOULD BE DONE IN
CONJUNCTION WITH A STABILIZED CONSTRUCTION ENTRANCE/EXIT. OUTDOOR VEHICLE OR EQUIPMENT MAINTENANCE IS A
POTENTIALLY SIGNIFICANT SOURCE OF STORMWATER POLLUTION. ACTIVITIES THAT CAN CONTAMINATE STORMWATER INCLUDE
ENGINE REPAIR AND SERVICE, CHANGING OR REPLACEMENT OF FLUIDS, AND OUTDOOR EQUIPMENT STORAGE AND PARKING
(FLUID LEAKS).
IMPLEMENTATION
IF MAINTENANCE MUST OCCUR ONSITE, USE DESIGNATED AREAS, LOCATED AWAY FROM DRAINAGE COURSES. DEDICATED
MAINTENANCE AREAS SHOULD BE PROTECTED FROM STORMWATER RUNON AND RUNOFF, AND SHOULD BE LOCATED AT
LEAST 50 FEET FROM DOWNSTREAM DRAINAGE FACILITIES AND WATERCOURSES.
DRIP PANS OR ABSORBENT PADS SHOULD BE USED DURING VEHICLE AND EQUIPMENT MAINTENANCE WORK THAT INVOLVES
FLUIDS, UNLESS THE MAINTENANCE WORK IS PERFORMED OVER AN IMPERMEABLE SURFACE IN A DEDICATED MAINTENANCE
AREA.
PLACE A STOCKPILE OF SPILL CLEANUP MATERIALS WHERE IT WILL BE READILY ACCESSIBLE.
ALL FUELING TRUCKS AND FUELING AREAS ARE REQUIRED TO HAVE SPILL KITS AND/OR USE OTHER SPILL PROTECTION DEVICES.
USE ABSORBENT MATERIALS ON SMALL SPILLS. REMOVE THE ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF PROPERLY.
INSPECT ONSITE VEHICLES AND EQUIPMENT DAILY AT STARTUP FOR LEAKS AND REPAIR IMMEDIATELY.
KEEP VEHICLES AND EQUIPMENT CLEAN; DO NOT ALLOW EXCESSIVE BUILD-UP OF OIL AND GREASE.
SEGREGATE AND RECYCLE WASTES, SUCH AS GREASES, USED OIL OR OIL FILTERS, ANTIFREEZE, CLEANING SOLUTIONS,
BATTERIES, HYDRAULIC AND TRANSMISSION FLUIDS. PROVIDE SECONDARY CONTAINMENT AND COVERS FOR THESE MATERIALS
IF STORED ONSITE.
TRAIN EMPLOYEES AND SUBCONTRACTORS IN PROPER MAINTENANCE AND SPILL CLEANUP PROCEDURES.
DRIP PANS OR PLASTIC SHEETING SHOULD BE PLACED UNDER ALL VEHICLES AND EQUIPMENT PLACED ON DOCKS, BARGES,
OR OTHER STRUCTURES OVER WATER BODIES WHEN THE VEHICLE OR EQUIPMENT IS PLANNED TO BE IDLE FOR MORE THAN 1
HOUR.
PROPERLY DISPOSE OF USED OILS, FLUIDS, LUBRICANTS AND SPILL CLEANUP MATERIALS.
DO NOT PLACE USED OIL IN A DUMPSTER OR POUR INTO A STORM DRAIN OR WATERCOURSE.
PROPERLY DISPOSE OF OR RECYCLE USED BATTERIES.
DO NOT BURY USED TIRES.
REPAIR LEAKS OF FLUIDS AND OIL IMMEDIATELY.
LISTED BELOW IS FURTHER INFORMATION IF YOU MUST PERFORM VEHICLE OR EQUIPMENT MAINTENANCE ONSITE.
INSPECTION AND MAINTENANCE
INSPECT AND VERIFY THAT BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF ASSOCIATED ACTIVITIES. WHILE ACTIVITIES
ASSOCIATED WITH THE BMP ARE UNDER WAY, INSPECT WEEKLY TO VERIFY CONTINUED BMP IMPLEMENTATION.
KEEP AMPLE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE.
MAINTAIN WASTE FLUID CONTAINERS IN LEAK PROOF CONDITION.
VEHICLES AND EQUIPMENT SHOULD BE INSPECTED ON EACH DAY OF USE. LEAKS SHOULD BE REPAIRED IMMEDIATELY OR THE
PROBLEM VEHICLE(S) OR EQUIPMENT SHOULD BE REMOVED FROM THE PROJECT SITE.
INSPECT EQUIPMENT FOR DAMAGED HOSES AND LEAKY GASKETS ROUTINELY. REPAIR OR REPLACE AS NEEDED.
VEHICLE AND EQUIPMENT FUELING
DESCRIPTION AND PURPOSE
VEHICLE EQUIPMENT FUELING PROCEDURES AND PRACTICES ARE DESIGNED TO PREVENT FUEL SPILLS AND LEAKS, AND REDUCE
OR ELIMINATE CONTAMINATION OF STORMWATER. THIS CAN BE ACCOMPLISHED BY USING OFFSITE FACILITIES, FUELING IN
DESIGNATED AREAS ONLY, ENCLOSING OR COVERING STORED FUEL, IMPLEMENTING SPILL CONTROLS, AND TRAINING
EMPLOYEES AND SUBCONTRACTORS IN PROPER FUELING PROCEDURES.
LIMITATIONS
ONSITE VEHICLE AND EQUIPMENT FUELING SHOULD ONLY BE USED WHERE IT IS IMPRACTICAL TO SEND VEHICLES AND
EQUIPMENT OFFSITE FOR FUELING. SENDING VEHICLES AND EQUIPMENT OFFSITE SHOULD BE DONE IN CONJUNCTION WITH A
STABILIZED CONSTRUCTION ENTRANCE/EXIT.
CARMEL STORMWATER POLLUTION PREVENTION PLAN NOTES
SWPPP FOR CONSTRUCTION SITE
1. 14 DIGIT HYDROLOGIC UNIT CODE: 05120201090030
2. NAME OF RECEIVING WATERS: COOL CREEK
3. 10 YEAR POST CONSTRUCTION PEAK DISCHARGE = 8.3 CFS
4. LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER WILL LEAVE THE SITE:
A. ALL STORMWATER FROM IMPERVIOUS AREAS WILL BE COLLECTED VIA SURFACE DRAINAGE TO THE NEW
DETENTION AREA. THE DISCHARGE POINT LIES NEAR THE EAST SIDE OF THE PROJECT THROUGH THE 18"
RCP.
B. ALL STORMWATER FROM LANDSCAPING, LAWN AREAS AND WOODY VEGETATION AROUND THE
DETENTION POND WILL FLOW OVERLAND TO COOL CREEK.
5. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER: NONE NOTED ON
THE SITE.
6. SEE SHEET C1 FOR SOILS MAP, LEGEND, DESCRIPTION OF EACH SOIL TYPE. THE CONSTRUCTION OF THE
PROPOSED FACILITY DOES NOT COMPROMISE THIS SOIL TYPE WITH THE USE OF IMPERVIOUS MATERIALS, SOIL
COMPACTION, INSTALLATION OF LANDSCAPING AND LAWNS, AND GRADING OF THE SITE TO MINIMIZE SOIL
EROSION.
7. POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES:
SILT AND SEDIMENT FROM EXPOSED SOILS, LEAVES, MULCH, VEHICULAR SOURCES SUCH AS LEAKING FUEL
OR OIL, BRAKE FLUID, BRAKE DUST, GREASE, ANTIFREEZE, METALS, RUBBER FRAGMENTS, ROAD GRIT, SALTS
AND SANDS, CONSTRUCTION TRASH AND DEBRIS, FERTILIZERS, ITEMS INCLUDING BUT NOT LIMITED TO
CLEANING AGENTS, CHEMICALS, PAINT, MISCELLANEOUS IMPROVEMENT MATERIALS, TOYS AND
CLOTHING AND ANIMAL WASTE, ELEVATED STORM RUNOFF TEMPERATURES, ACID RAIN PESTICIDES AND
PATHOGENS.
8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES:
TEMPORARY AND PERMANENT STORM STRUCTURE FILTERS AND MAINTENANCE REQUIREMENTS
A. INSPECT FILTERS AFTER EACH STORM AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO INSURE
ADEQUATE STORAGE VOLUME AND FLOW THROUGH CAPACITY FOR THE NEXT RAIN, TAKING CARE
NOT TO UNDERMINE THE STRUCTURE.
B. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND
REPAIR IMMEDIATELY.
C. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL TEMPORARY FILTERS
AND REPLACE WITH PERMANENT FILTERS PER NOTES AND DETAILS ON C6. REMOVE DEBRIS AND
SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND STABILIZE IT.
SILT FENCE MAINTENANCE REQUIREMENTS
A. INSPECTION OF THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
B. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE
THE AFFECTED PORTION IMMEDIATELY.
C. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST
POINT OR IS CAUSING THE FABRIC TO BULGE.
D. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
E. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT
DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND STABILIZE IT.
TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS
A. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY
EROSION AND PIPING HOLES.
B. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH.
C. REPLACE SPILLWAY GRAVEL FACING WHEN CLOGGED.
D. INSPECT VEGETATION AND RE-SEED IF NECESSARY.
E. CHECK THE SPILLWAY DEPTH PERIODICALLY TO INSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE
LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST AND FILL
ANY LOW AREAS TO MAINTAIN DESIRED ELEVATION.
F. PROMPTLY REPLACE ANY DISPLACED RIP-RAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE
ABOVE DESIGN GRADE.
G. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, GRADE
THE SITE TO BLEND WITH ADJOINING AREAS AND STABILIZE IT.
EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS
A. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER EACH STORM EVENT FOR ANY EROSION BELOW
THE BLANKET.
B. IF ANY AREA(S) SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, RE-SEED
THE AREA AND RELAY AND STAPLE THE BLANKET.
C. AFTER VEGETATIVE ESTABLISHMENT CHECK THE TREATED AREA PERIODICALLY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS
A. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR
HEAVY USE.
B. RESHAPE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
C. TOP DRESS WITH CLEAN STONE AS NEEDED.
D. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO STREETS BY BRUSHING OR
SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR
BASIN.
E. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
9. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION:
A. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE STORMWATER
POLLUTION PREVENTION MEASURES MAINTENANCE REQUIREMENTS BEGINNING IMMEDIATELY AFTER
INSTALLATION AND CONTINUING UNTIL VEGETATION HAS BEEN SUFFICIENTLY ESTABLISHED AND ALL
CONSTRUCTION ACTIVITY IS COMPLETE.
B. REMOVE ALL INDIVIDUAL INLET PROTECTION AND FILTERS, SILT FENCES ETC. ONLY AFTER SEEDING AND
SUFFICIENT VEGETATION GROWTH HAS BEEN ESTABLISHED IN EACH AREA TO A POINT WHERE
SEDIMENT/POLLUTANTS WILL NOT ENTER THE DRAINAGE OR STORM SEWER SYSTEM.
C. INSPECTION AND MAINTENANCE OF ALL AREAS OR RIGHT-OF-WAY AND INFRASTRUCTURE
IMPROVEMENTS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER OR HIS DESIGNEE UNTIL
IMPROVEMENTS ARE ACCEPTED FOR MAINTENANCE BY OWNERS OR LOCAL AGENCIES.
D. INSPECTION AND MAINTENANCE OF PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE BUILDER OR HIS
DESIGNEE UNTIL THE OWNER ACCEPTS RESPONSIBILITY FOR THE INDIVIDUAL TRACT OF LAND.
E. CONTRACTOR TO INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND/OR FOLLOWING ANY
PRECIPITATION EVENT EXCEEDING 0.5" UNTIL THE PROJECT IS COMPLETELY FINISHED.
PRECONSTRUCTION ACTIVITIES
A. CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS, INC. ("HOLEY MOLEY") AT
1-800-382-5544 TO CHECK THE LOCATION OF ANY EXISTING UTILITIES. THEY SHOULD BE NOTIFIED TWO
WORKING DAYS BEFORE CONSTRUCTION TAKES PLACE.
B. AN ORANGE CONSTRUCTION FENCE SHALL BE CONSTRUCTED ALONG THE PERIMETER OF ANY TREE
PRESERVATION AREAS PRIOR TO ANY EARTH MOVING.
C. A SILT FENCE SHALL BE INSTALLED AT THE EDGES OF THE PROJECT SITE WHERE THERE IS POTENTIAL FOR
ANY STORMWATER RUNOFF. POTENTIAL AREAS ARE IDENTIFIED BASED ON EXISTING TOPOGRAPHY.
PROTECT IMPORTANT TREES AND ASSOCIATED ROOT ZONES. EVALUATE EXISTING VEGETATION
SUITABLE FOR USE AS FILTER STRIPS.
D. MAINTAIN A 10' MINIMUM GRASS FILTER STRIP ALONG THE NORTHERN, EASTERN, SOUTHERN AND
WESTERN BOUNDARIES.
E. A CONSTRUCTION ENTRANCE SHALL BE PLACED PER THE PLAN LOCATION.
F. ESTABLISH CONSTRUCTION STAGING AREA FOR EQUIPMENT AND VEHICLES AS FAR FROM DETENTION
PONDS AND SWALES AS POSSIBLE.
G. ESTABLISH ONSITE LOCATION FOR OWNER/OPERATOR/CONTRACTOR PLACEMENT OF APPROVED
PLANS AND RULE 5 NOI AND RULE 5 INSPECTION DOCUMENTATION.
PREVENT SILTATION OF GUTTERS, STORM SEWERS, AND DETENTION POND:
A. CONTRACTOR TO EVALUATE CONDITION OF DISTURBED AREA AND PREP WITH SILT FENCE (SEE C4).
B. MAINTAIN AS MUCH VEGETATION ON BANK OF DETENTION POND AS CONSTRUCTION PERMITS.
C. INSTALL TEMPORARY SEDIMENT TRAPS IN ALL STORM STRUCTURES
D. INSTALL PERMANENT SEDIMENT TRAPS IN ALL STORM STRUCTURES IMMEDIATELY AFTER INSTALLATION
OF PAVEMENT.
CONSTRUCTION ACTIVITIES:
A. ONCE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, BEGIN LAND CLEARING
FOLLOWED IMMEDIATELY BY ROUGH GRADING. DO NOT LEAVE LARGE AREAS UNPROTECTED FOR
MORE THAN 15 DAYS. RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT POTENTIALLY WILL BE IDLE
FOR 15 DAYS OR MORE WILL BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY.
B. AFTER COMPLETION OF MASS GRADING, FINAL GRADE, AND SEED POND BANKS, LANDSCAPE BERMS,
COMMON AREAS AND SWALES IMMEDIATELY AFTER GRADING IS COMPLETED.
C. UPON COMPLETION OF MASS GRADING, INSTALL SANITARY AND STORM SEWERS. AS STORM SEWERS
ARE CONSTRUCTED, INSTALL INLET PROTECTION MEASURES. INSTALL RIPRAP UPON COMPLETION OF
END SECTION INSTALLATION.
D. INSTALL BUILDINGS AND FOUNDATIONS AND TEMPORARY SEED ALL DISTURBED AREAS.
E. ONCE INLET PROTECTION IS IN PLACE, FINAL GRADE ALL AREAS. UPON COMPLETION OF ALL
GRADING, VERIFY 70% GROUND COVER AND RESEED AS NEEDED.
10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW AND/OR DISPOSAL AREAS:
ALL EXCESS TOPSOIL AND SUBSOILS NOT NEEDED FOR THE INSTALLATION OF INFRASTRUCTURE,
BUILDINGS, PAVEMENT, ETC. WILL BE HAULED OFF THIS SITE AND DISPOSED OF IN COMPLIANCE WITH
LOCAL AND STATE STANDARDS AND PERMITS FOR DISTURBED AREAS.
11. SEE NOTES AND DETAILS ON SHEET C6 FOR TEMPORARY AND PERMANENT SURFACE STABILIAZATION,
MULCHING AND SEEDING FOR EACH SEASON. SEE EROSION CONTROL PLAN SHEET C4 FOR LOCATIONS OF
VARIOUS STORMWATER QUALITY MEASURES AND SHEET C4 & C6 CONSTRUCTION DETAILS AND
SPECIFICATIONS.
12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL LOTS: DOES NOT APPLY TO THIE
PROJECT.
13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN:
A. PURPOSE
THE INTENTION OF THIS SPILL PREVENTION, CONTROL AND COUNTERMEASURES (SPCC) IS TO ESTABLISH
THE PROCEDURES AND EQUIPMENT REQUIRED TO PREVENT THE DISCHARGE OF OIL AND HAZARDOUS
SUBSTANCES IN QUANTITIES THAT VIOLATE APPLICABLE WATER QUALITY STANDARDS, CAUSE A SHEEN
UPON OR DISCOLORATION OF THE SURFACE OF NAVIGABLE WATERS OR ADJOINING SHORELINES, OR
CAUSE SLUDGE OR EMULSION TO BE DEPOSITED BENEATH THE SURFACE OF THE WATER OR ADJOINING
SHORELINES. THE PLAN ALSO ESTABLISHES THE ACTIVITIES REQUIRED TO MITIGATE SUCH DISCHARGES (I.E.
COUNTERMEASURES) SHOULD THEY OCCUR.
DEFINITIONS:
POLLUTANT: MEANS POLLUTANT OF ANY KIND OR IN ANY FORM, INCLUDING BUT NOT LIMITED TO
SEDIMENT, PAINT, CLEANING AGENTS, CONCRETE WASHOUT, PESTICIDES, NUTRIENTS, TRASH, HYDRAULIC
FLUIDS, FUEL, OIL, PETROLEUM, FUEL OIL, SLUDGE, OIL REFUSE, AND OIL MIXED WITH WASTES OTHER THAN
DREDGED OIL.
DISCHARGE:
INCLUDES BUT IS NOT LIMITED TO, ANY SPILLING, LEAKING, PUMPING, POURING, EMITTING, EMPTYING, OR
DUMPING.
NAVIGABLE WATERS: MEANS ALL WATERS OF THE UNITED STATES THAT ARE A NAVIGABLE STREAM, LAKE,
OR SEA (NOTE: THIS DEFINITION IS USUALLY INTERPRETED TO MEAN ANY WASTEWATER (EVEN NORMALLY
DRY WASH OR STORM SEWER) THAT EVENTUALLY DRAINS INTO A NAVIGABLE STREAM).
PLAN REVIEW AND AMENDMENTS:
THIS PLAN SHALL BE REVIEWED AND/OR AMENDED, IF NECESSARY, WHENEVER THERE IS A CHANGE IN
THE DESIGN OF THE SITE, CONSTRUCTION, OPERATION, OR MAINTENANCE WHICH MATERIALLY AFFECTS
THE SITE'S POTENTIAL FOR THE DISCHARGE OF A REGULATED MATERIAL.
CITY OF CARMEL CONCRETE CURB POLICY DECEMBER 13, 2006
1) GENERAL
A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAULING/DELIVERY, EXCAVATION FOR, PLACING, INSTALLATION, JOINTING, CURING, FINISHING, AND OTHER WORK
NECESSARY TO PREPARE FOUNDATIONS AND SOIL SUBGRADES, INSTALL AGGREGATE BASES AND INSTALL CONCRETE CURBING WITHIN PROPERTY WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL AND EXISTING
OR PROPOSED RIGHT-OF-WAY.
B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED
IN THIS POLICY.
C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS
STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED OR SPECIFIED HEREIN, OR VARIANCES ARE GRANTED.
D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL APPLY.
E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER STANDARDS SHALL APPLY.
F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE
GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION.
G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS.
H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN:
I) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITY OF
CARMEL.
II) THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED
TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK.
I) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS.
J) PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION
REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK.
K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF
ENGINEERING.
L) AT THE SOLE DISCRETION OF THE ENGINEER, THE PORTIONS OF THIS POLICY RELATED TO INSPECTIONS AND TESTING OF WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY OUTSIDE OF THE RIGHT-OF-WAY SHALL BE
DETERMINED AT THE PRE-CONSTRUCTION MEETING.
M) DIMENSIONAL AND OTHER STANDARDS FOR CONCRETE CURB SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL STANDARD DETAILS.
N) UNDER NO CIRCUMSTANCES SHALL MATERIAL OTHER THAN PORTLAND CEMENT CONCRETE MEETING THE STANDARDS ESTABLISHED BY THIS POLICY BE UTILIZED TO CONSTRUCT CONCRETE CURBS WITHIN THE CORPORATE
LIMITS OF THE CITY OF CARMEL.
O) UNDER NO CIRCUMSTANCES SHALL EXTRUDED TYPE CURB BE INSTALLED WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL.
2) FOUNDATION
A) GENERAL
I) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS.
II) THE FOUNDATION SHALL BE PREPARED IN ACCORDANCE WITH SECTION 605.03(A) OF THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THIS POLICY.
B) EXCAVATION AND EMBANKMENT
I) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THE
SLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL
SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE SLOPE STAKES.
II) EXCAVATIONS
(1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOID SHALL BE
REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
(2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION
203 OF THE STANDARD SPECIFICATIONS.
III) EMBANKMENTS
(1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
(2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS.
(3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN
ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS.
(4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6-INCHES SHALL BE COMPACTED IN
ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.
(5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION.
(6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OF THE STANDARD
SPECIFICATIONS.
C) SOIL SUBGRADES
I) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WITH SECTION 2(A) AND SECTION 2(B) OF THIS POLICY AND ONLY AFTER THE INSTALLATION OF ALL UTILITIES AND SUBSURFACE
DRAINS INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE
WITH THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS.
II) THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES.
III) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD SPECIFICATIONS.
IV) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY AGGREGATE BASE OR CONCRETE CURBS ARE CONSTRUCTED. A PROOFROLL SHALL BE CONDUCTED IN ACCORDANCE WITH
SECTION 203.26 OF THE STANDARD SPECIFICATIONS. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE THE PLACEMENT OF ANY AGGREGATE BASE OR CONCRETE
CURBING.
V) AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR TO PLACING AGGREGATE BASE OR
CONCRETE CURBING OR IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE
AGGREGATE BASE OR CONCRETE CURBING.
3) AGGREGATE BASES
A) GENERAL
I) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE BASE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS.
II) AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE STANDARD SPECIFICATIONS.
III) THE AGGREGATE BASE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS.
IV) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS.
V) AGGREGATE BASES SHALL BE CONSTRUCTED ON APPROVED SOIL SUBGRADES AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS.
B) TEMPERATURE AND SEASONAL LIMITATIONS
I) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS.
II) FROZEN MATERIAL SHALL NOT BE PLACED.
III) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICY.
C) PREPARATION
I) THE PREPARED SOIL SUBGRADE SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT.
II) THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE IN
ACCORDANCE WITH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED.
D) SPREADING AND FINISHING
I) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS.
II) THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06 OF THE STANDARD SPECIFICATIONS.
III) CONCRETE CURB SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A
MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF CONCRETE CURB SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, ADDITIONAL PROOF ROLLS
MAY BE REQUIRED.
4) CONCRETE CURB
A) GENERAL
I) THIS WORK SHALL CONSIST OF PLACING CONCRETE CURBING ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS.
II) CONCRETE CURB SHALL BE CONSTRUCTED ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES TO THE DIMENSIONAL STANDARDS OF THE APPLICABLE CITY OF CARMEL STANDARD DETAILS OR IN
ACCORDANCE WITH THE CURBING DETAILS OF THE APPROVED CONSTRUCTION DOCUMENTS.
III) MATERIALS USED IN THE PRODUCTION OF THE CONCRETE FOR THE CURBING SHALL BE IN ACCORDANCE WITH SECTION 605.02 OF THE STANDARD SPECIFICATIONS. HIGH EARLY STRENGTH ADMIXTURES MAY BE
UTILIZED BUT SHALL NOT BE CONSIDERED IN WAIVING ANY REQUIREMENTS OF THIS POLICY. FREEZE PROTECTION ADMIXTURES SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES.
IV) EQUIPMENT UTILIZED FOR CONCRETE CURBING INSTALLATION WORK, INCLUDING BUT NOT LIMITED TO PRODUCTION, HAULING/DELIVERY, PLACING, INSTALLATION, JOINTING, CURING, FINISHING AND
MISCELLANEOUS/ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 508 OF THE STANDARD SPECIFICATIONS.
V) CONCRETE PRODUCTION, MIXING AND HAULING/DELIVERY SHALL BE IN ACCORDANCE WITH SECTION 502.10 OF THE STANDARD SPECIFICATIONS.
VI) INSTALLATION OF THE CONCRETE CURBING INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE COMPLETED IN THE SAME PAVING SEASON.
B) PREPARATION
I) THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES
IN ACCORDANCE WITH SECTION 2C(V) AND 3D(III) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE PLACEMENT OF ANY CONCRETE CURBING.
II) ALL DISPLACEMENT OR RUTTING OF THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING CONCRETE CURBING.
C) WEATHER AND SEASONAL LIMITATIONS
I) CONCRETE CURBING SHALL ONLY BE PLACED IN ACCORDANCE WITH SECTION 502.11 OF THE STANDARD SPECIFICATIONS WITH THE EXCEPTION THAT PLACEMENT OPERATIONS SHALL NOT BEGIN UNTIL THE AMBIENT
TEMPERATURE IS 50ºF AND RISING. PLACEMENT OPERATIONS SHALL BE DISCONTINUED WHEN THE AMBIENT TEMPERATURE IS DESCENDING AND IS 50ºF OR BELOW. AT THE DISCRETION OF THE ENGINEER, CONCRETE
MAY BE PLACED AT AMBIENT TEMPERATURES LESS THAN NOTED ABOVE PROVIDED THAT PLACEMENT, JOINTING, FINISHING AND CURING OPERATIONS CONFORM TO SECTIONS 502.11 AND 702.11 OF THE STANDARD
SPECIFICATIONS.
II) NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE OR AGGREGATE BASE.
III) UNDER NO CIRCUMSTANCES SHALL CONCRETE CURB BE PLACED BETWEEN DECEMBER 15 AND MARCH 30.
IV) IF A SOIL SUBGRADE OR AGGREGATE BASE OVER WHICH CONCRETE CURB IS TO PLACED, IS PLACED AND APPROVED BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF THE CONCRETE CURB WILL BE ALLOWED
UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY AND THE PAVING
CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR.
V) IF THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, CONCRETE CURB SHALL BE
ALLOWED TO BE PLACED ON AN APPROVED SOIL SUBGRADE OR AGGREGATE BASE PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL
ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR.
VI) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL CONCRETE CURB PLACEMENT OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND/OR THE CONDITION OF THE
SUBGRADE AND/OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD CONCRETE CURB PLACEMENT, CURING AND FINISHING.
D) PLACEMENT
I) CONCRETE CURB SHALL BE PLACED IN ACCORDANCE WITH SECTION 502.09, 502.12 AND 605.04(C) AND 605.04(D) OF THE STANDARD SPECIFICATIONS.
II) CURB MACHINES MAY BE UTILIZED IN ACCORDANCE WITH SECTION 605.04(C) AND 605.04(H) OF THE STANDARD SPECIFICATIONS PROVIDED THAT THE EQUIPMENT CONFORMS TO THE REQUIREMENTS OF SECTION 508
OF THE STANDARD SPECIFICATIONS.
III) FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 605.04(B) OF THE STANDARD SPECIFICATIONS.
IV) FORMS SHALL BE REMOVED IN ACCORDANCE WITH SECTION 502.16 AND 605.04(B) OF THE STANDARD SPECIFICATIONS.
E) JOINTS
I) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 503 AND 605.04(E) OF THE STANDARD SPECIFICATIONS.
II) JOINTS SHALL BE INSTALLED AT INTERVALS OF 10-FEET OR LESS; 5-FOOT OR LESS ALONG RADII. JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE JOINTS IN THE ADJOINING
SIDEWALK. JOINTS SHALL BE SAWED TO A MINIMUM DEPTH OF 1/3 THE DEPTH OF EACH SEGMENT OF THE CURB (02/07/14).
III) PREFORMED EXPANSION JOINTS SHALL BE PLACED AT INTERVALS OF 50-FEET OR LESS, AT ALL CASTINGS, THE BEGINNING AND END OF ALL CURB RETURNS, THE END OF EACH DAYS WORK AND WHERE ABUTTING
EXISTING CONSTRUCTION. IN ADDITION TO THESE REQUIREMENTS, EXPANSION JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE EXPANSION JOINTS IN THE ADJOINING
SIDEWALK.
F) FINISHING AND CURING
I) THE CONCRETE CURB SHALL BE FINISHED AND CURED IN ACCORDANCE WITH SECTION 502.14, 502.15, 504 AND 605.04(F) OF THE STANDARD SPECIFICATIONS.
II) CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES ON SLIP-FORMED CONCRETE CURB. FOR FORMED CONCRETE CURB, CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES
INCLUDING SIDES AFTER ANY FORMS ARE REMOVED.
III) THE CONCRETE CURB SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 7-DAYS PRIOR TO COMMENCING BACKFILLING OPERATIONS ADJACENT TO THE CONCRETE CURBING (02/07/14).
G) BACKFILLING
I) THE SPACES ADJACENT TO THE CONCRETE CURB SHALL BE BACKFILLED IN ACCORDANCE WITH SECTION 605.04(G) OF THE STANDARD SPECIFICATIONS ONLY AFTER THE CONCRETE CURBING IS INSPECTED AND
ACCEPTED BY THE ENGINEER IN ACCORDANCE WITH SECTION 5 OF THIS POLICY.
II) BACKFILLING OPERATIONS SHALL BE COMPLETED PRIOR TO OPENING THE AREA TO REGULAR CONSTRUCTION TRAFFIC.
5) INSPECTIONS
A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN
SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS.
B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48-HOURS IN ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY.
C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48-HOURS IN ADVANCE OF SUCH PROOFROLLS.
D) THE CONTRACTOR AND ENGINEER WILL CONDUCT AN INSPECTION OF THE NEW CONCRETE CURBING FOR ANY DAMAGE, INCLUDING FREEZING OR RANDOM CRACKS. THE INSPECTION AND ALL NECESSARY REPAIRS
SHALL BE COMPLETED PRIOR TO BACKFILLING OPERATIONS.
E) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING
THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE
STANDARD SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK SUSPECTED TO BE NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER.
F) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH STANDARDS OF QUALITY OR THICKNESS, CONCRETE CURB SHALL BE CORED AND TESTED AT THE EXPENSE OF THE CONTRACTOR.
THE AVERAGE THICKNESSES OF THE CURB MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS.
G) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY,
INSPECTION BY THE ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS, FOR ANY
MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE.
H) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE
MATERIALS, DAMAGE THROUGH CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE
MANNER AT THE CONTRACTOR'S EXPENSE.
I) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR
REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES DUE OR TO BECOME DUE.
J) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE WITH THE INSTRUCTIONS
PROVIDED BY THE ENGINEER.
6) ACCEPTANCE
A) BEFORE ACCEPTANCE OF THE CONCRETE CURB, THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT FOR ANY VARIANCES GRANTED) AND THE
APPROVED CONSTRUCTION DOCUMENTS.
B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL
ESTABLISH THE EXTENDED BONDING REQUIREMENT
CARMEL STORMWATER POLLUTION PREVENTION PLAN NOTES
SWPPP FOR POST-CONSTRUCTION
1. DESCRIPTION OF POTENTIAL POLLUTANTS SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES: SILT
AND SEDIMENT FROM EXPOSED SOILS, LEAVES, MULCH, VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL,
BRAKE FLUID, BRAKE DUST, TRASH, DEBRIS, BIOLOGICAL AGENTS FOUND IN TRASH, FERTILIZERS, HERBICIDES,
PESTICIDES, ACID RAIN, LIME DUST, AND CONCRETE WASHOUT.
2. POST CONSTRUCTION STORMWATER QUALITY MEASURES:
A. THIS SITES STORMWATER IS DISCHARGED TO AN ON SITE WET DETENTION POND BMP ON THE WEST SIDE OF
THE PROPERTY. ALSO CATCH BASIN INSERTS IN EACH OF THE PROPOSED STORM STRUCTURES WILL
PROVIDE ADDITIONAL STORMWATER QUALITY TREATMENT FOR STRUCTURES 1-10.
B. THE SIZE AND SHAPE OF POND 2 IN THE CARMEL SCIENCE & TECHNOLOGY PARK HAS BEEN MASTER
PLANNED TO ACCEPT STORMWATER RUNOFF FROM THIS SITE. ADDITIONALLY, SEE THE CATCH BASIN
INSERT DETAIL ON SHEET C8 TO PROPERLY SIZE THIS BMP FOR EACH STORM STRUCTURE.
C. THE FLEXSTORM INLET FILTER SHALL BE SIZED AND INSTALLED PER THE MANUMACTURERS STANDARD
RECOMMENDATIONS. OWNER AND CONTRACTOR TO INSTALL PER GUIDELINES IN THE OWNER'S BMP
OPERATION AND MAINTENANCE MANUAL.
D. SEE THE DETAILED FLEXSTORM INLET FILTER SPECIFICATIONS IN THE OWNER'S BMP OPERATION AND
MAINTENANCE MANUAL.
E. SEE FLEXSTORM INLET FILTER DETAIL ON SHEET C6.
3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION:
A. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE STORMWATER POLLUTION
PREVENTION MEASURES MAINTENANCE REQUIREMENTS BEGINNING IMMEDIATELY AFTER INSTALLATION
AND CONTINUING UNTIL VEGETATION HAS BEEN SUFFICIENTLY ESTABLISHED AND ALL CONSTRUCTION
ACTIVITY IS COMPLETE.
B. REMOVE ALL INDIVIDUAL INLET PROTECTION CATCH ALL FILTERS, COCONUT MATS, SILT FENCES ETC. ONLY
AFTER SEEDING AND SUFFICIENT VEGETATION GROWTH HAS BEEN ESTABLISHED IN EACH AREA TO A POINT
WHERE SEDIMENT/POLLUTANTS WILL NOT ENTER THE DRAINAGE OR STORM SEWER SYSTEM. FOR STORM
WATER INLETS; REPLACE TEMPORARY CONSTRUCTION FILTERS WITH PERMANENT FLEXSTORM INLET FILTER.
C. INSPECTION AND MAINTENANCE OF ALL AREAS OR RIGHT-OF-WAY AND INFRASTRUCTURE IMPROVEMENTS
IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER OR HIS DESIGNEE UNTIL IMPROVEMENTS ARE ACCEPTED
FOR MAINTENANCE BY OWNERS OR LOCAL AGENCIES.
D. INSPECTION AND MAINTENANCE OF PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE BUILDER OR HIS
DESIGNEE UNTIL THE OWNER ACCEPTS RESPONSIBILITY FOR THE INDIVIDUAL TRACT OF LAND ONCE
CONSTRUCTION HAS BEEN APPROVED AS SUBSTANTIALLY COMPLETE.
E. CONTRACTOR TO INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND/OR FOLLOWING ANY
PRECIPITATION EVENT EXCEEDING 0.5" UNTIL THE PROJECT IS COMPLETELY FINISHED.
4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO MINIMIZE ADVERSE IMPACTS TO RIPARIAN HABITAT:
A. INFILTRATION TRENCHES
AN INFILTRATION TRENCH IS BASICALLY AN EXCAVATED THAT HAS BEEN LINED WITH FIBER FABRIC AND
BACKFILLED WITH A SAND FILTER AND COARSE STONE TO FORM AN UNDERGROUND BASIN. RUNOFF IS
DIVERTED INTO THE TRENCH AND EITHER INFILTRATES THE SOIL OR ENTERS A PERFORATED PIPE
UNDERDRAIN AND IS ROUTED TO AN OUTFLOW FACILITY. THE TRENCH SURFACE IS COVERED WITH SAND.
THE DEPTHS OF THE INFILTRATION TRENCH IS GENERALLY 3 FEET. THEY SHOULD BE INSTALLED ONLY AFTER
THE CONTRIBUTING AREA HAS STABILIZED TO MINIMIZE RUNOFF OF SEDIMENTS. INFILTRATION TRENCHES
EFFECTIVELY REMOVE SOLUBLE AND PARTICULATE POLLUTANTS. THEY CAN PROVIDE GROUNDWATER
RECHARGE BY DIVERTING 60 TO 90 PERCENT OF ANNUAL URBAN RUNOFF BACK INTO THE SOIL.
TRENCHED SHOULD NOT BE USED TO TRAP COURSE SEDIMENTS, BECAUSE THE LARGE SEDIMENT WILL
CLOG THE TRENCH.
FILTER FABRIC: THE BOTTOM AND SIDES OF THE TRENCH SHOULD BE LINED WITH FILTER FABRIC SOON
AFTER THE TRENCH IS EXCAVATED. THE FABRIC SHOULD BE FLUSH WITH THE SIDES, OVERLAP ON THE
ORDER OF 2 FEET OVER THE SEAMS AND NOT HAVE TRAPPED AIR POCKETS.
SURFACE AREA: THE SURFACE AREA OF THE TRENCH CAN BE ENGINEERED TO THE SITE WITH THE
UNDERSTANDING THAT A LARGER SURFACE AREA OF THE BOTTOM OF THE TRENCH INCREASES
INFILTRATION RATES AND HELPS REDUCE CLOGGING AND THAT DEPTH MAY BE LIMITED BY SEASONAL
GROUND WATER.
BACKFILL MATERIAL: THE BACKFILL MATERIAL IN THE TRENCH SHOULD HAVE A D SIZED BETWEEN 1.5 AND
3 INCHES AND CLAY CONTENT SHOULD BE LIMITED TO LESS THAN 30 PERCENT.
B. VEGETATION FILTER STRIPS
VEGETATED FILTER STRIPS, ALSO KNOWN AS VEGETATED BUFFER STRIPS, ARE VEGETATED SECTIONS OF
LAND SIMILAR TO VEGETATED SWALES, EXCEPT THEY ARE ESSENTIALLY FLAT WITH LOW SLOPES, AND ARE
DESIGNED ONLY TO ACCEPT RUNOFF OVERLAND SHEET FLOW. THEY MAY APPEAR IN ANY VEGETATED
FORM FROM GRASSLAND TO FOREST, AND ARE DESIGNED TO INTERCEPT UPSTREAM FLOW, LOWER FLOW
VELOCITY, AND SPREAD WATER OUT AS SHEET FLOW. THE DENSE VEGETATIVE COVER FACILITATES
CONVENTIONAL POLLUTANT REMOVAL THROUGH DETENTION, FILTRATION BY VEGETATION, AND
INFILTRATION INTO SOIL.
SUCCESSFUL PERFORMANCE OF FILTER STRIPS RELIES HEAVILY ON MAINTAINING SHALLOW
UNCONCENTRATED FLOW.
TREES AND WOODY VEGETATION HAVE BEEN SHOWN TO INCREASE INFILTRATION AND IMPROVE
PERFORMANCE OF THE FILTER STRIPS. TREES AND SHRUBS PROVIDE MANY STORMWATER MANAGEMENT
BENEFITS BY INTERCEPTING SOME RAINFALL BEFORE IT REACHES THE GROUND, AND IMPROVING
INFILTRATION AND RETENTION THROUGH THE PRESENCE OF A SPONGY, ORGANIC LAYER OF MATERIALS
THAT ACCUMULATES UNDERNEATH THE PLANTS. MAINTENANCE FOR WOODED STRIPS IS VIRTUALLY
NON-EXISTANT, ANOTHER ARGUMENT FOR USING TREES AND SHRUBS. HOWEVER, THERE ARE
DRAWBACKS TO USING WOODY PLANTS. SINCE THE DENSITY OF THE VEGETATION IS NOT AS GREAT AS A
TURF GRASS COVER, WOODED FILTER STRIPS NEED ADDITIONAL LENGTH TO ACCOMMODATE MORE
VEGETATION. IN ADDITION, SHRUB AND TREE TRUNKS CAN CAUSE UNEVEN DISTRIBUTION OF SHEET FLOW,
AND INCREASE THE POSSIBILITY FOR DEVELOPMENT OF GULLIES AND CHANNELS. CONSEQUENTLY,
WOODED STRIPS REQUIRE FLATTER SLOPES THAN TYPICAL GRASS COVER STRIP TO ENSURE THAT THE
PRESENCE OF HEAVIER PLANT STEMS WILL NOT FACILITATE CHANNELIZATION.
C. OWNER TO IMPLEMENT A SPILL PREVENTION GUIDELINE FOR ALL EMPLOYEES AND CUSTOMERS TO
COMPLY WITH ON SITE.
D. OWNER TO MAINTAIN ALL VEGETATED AREAS ON THE SITE (I.E. CUTTING GRASS, WATERING SHRUBS AND
TREES, IRRIGATION SYSTEMS, CLEANING WOODY VEGETATION DEBRIS, ETC.
E. OWNER TO MAINTAIN CURRENT CONDITION OF WOODY VEGETATION ON BANK OF DETENTION POND.
5. OWNER TO COMPLY WITH BMP OWNERS AND OPERATION MANUAL FOR POST-CONSTRUCTION STORMWATER
QUALITY MEASURES.T.A.C. REVISIONS01-04-2017
EXISTING 1 - STORY
MASONRY BUILDING
1045 NORTH RANGE LINE ROAD
NORTH HILL REALTY, LLC
S 89°14'55" W 397.32'
9,683 sq.ft.N 00°13'00" W 200.00'S 01°23'00" W 282.06'S 89°14'55" W 222.41'N 00°13'00" W 214.10'N 89°14'55" E 133.94'
S 75°43
'
2
0
"
E
5
0
9
.
8
8
'NORTH RANGE LINE ROADFRONTAGE ROADCONCPAD
TELEPHONEVAULT 3'x4'
LOWEST ADJACENT GRADE = 815.8'ASPHALT PAVEMENTEXISTING 1 - STORY RANCH HOUSEEXISTING MASONRY WALLCONCIERGEDROP OFFCONC.
S
IDEWALK
MIN. FLOOD PROTECTIONGRADE / MLAG = 812.3'
FINISH FLOOR ELEVATION820.37' or 100'-0"
PROPOSED 1 - STORY
MASONRY BUILDING
4,739 SQ.FT.
L1KEELER-WEBB ASSOCIATES1610-013 1045 North Range Line Road, Carmel, Indiana 46032CLIENT REVIEW11-01-2016 LANDSCAPING PLAN BUILDING REMODEL & SITE IMPROVEMENTSTHE RANGE PET LODGEVCA - THE RANGE PET LODGEemail: beth.quarles@vca.comPhone: 317.571.7777Carmel, Indiana 460321045 N. RANGELINE ROADSUBMIT FOR TAC11-16-2016