HomeMy WebLinkAboutConstruction DocumentsR
PROJECT LOCATION
1250 South Rangeline Road
Carmel, Indiana 46032
PROJECT LOCATION
WARREN
GREENE
CLAY
DAVIESS
POSEY
BURGH
VANDER-
WARRICK
GIBSON
PIKE
KNOX
SULLIVAN
VIGO
VE
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L
L
I
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N
PARKE
FOUNTAIN
JACKSON
CLARK
PERRY
SPENCER
HARRISON
ORANGE
DUBOIS
CRAWFORD
MARTIN
LAWRENCE
FLOYD
WASHINGTON SCOTT
SWITZERLANDJEFFERSON
OHIO
JENNINGS
BROWNMONROE
OWEN
MORGAN
BARTHOLOMEW
JOHNSON
SHELBY
PUTNAM
HENDRICKS
MONTGOMERY
BOONE
CLINTON
HANCOCK
HAMILTON
TIPTON MADISON
FAYETTE
DEARBORNRIPLEY
FRANKLIN
DECATUR
HENRY
RUSH
UNION
WAYNE
DELAWARE
RANDOLPH
PORTER
TIPPECANOE
BENTON
NE
W
T
O
N
JASPER
LAKE
LAGRANGE
NOBLE
WHITLEY
HUNTINGTON
PULASKI FULTON
HOWARD
CARROL
WHITE CASS
GRANT
MIAMI WABASH
ST. JOSEPH
MARSHALL
STARKE
LAPORTE
KOSCIUSKO
ELKHART
FORD
BLACK-JAY
WELLS ADAMS
ALLEN
STEUBEN
DEKALB
MARION
HORIZONTAL AND VERTICAL SURVEY INFORMATION WAS PROVIDED BY BEST AVAILABLE INFORMATION AND IS
INTENDED FOR PERMITTING PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ENSURE ALL
IMPROVEMENTS ARE PROPERLY LOCATED PRIOR TO BEGINNING CONSTRUCTION.
PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, CONTRACTOR SHALL EXPOSE AND VERIFY LOCATION
(HORIZONTAL AND VERTICAL) OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS, WATER AND SANITARY
SEWER. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER AND THE APPROPRIATE AUTHORITIES.
SURVEY AND UTILITY DISCLAIMER
THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALE UNCERTAINTY
AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP.
THE WITHIN DESCRIBED TRACT OF LAND LIES WITHIN FLOOD HAZARD ZONE X (UNSHADED) AS SAID TRACT PLOTS BY
SCALE ON COMMUNITY PANEL NUMBER 18057 C 0209G THE FLOOD INSURANCE RATE MAPS FOR HAMILTON
COUNTY, INDIANA (MAP DATED NOVEMBER 19, 2014).
FLOOD NOTE
CONSULTANT TEAM
C-001 COVER SHEET
CD-101 DEMOLITION PLAN
CS-101 SITE PLAN
CS-501 SITE DETAILS
CE-101 STORMWATER POLLUTION PREVENTION PLAN
CE-501 STORMWATER POLLUTION PREVENTION DETAILS
LP-101 LANDSCAPE PLAN
LP-501 LANDSCAPE DETAILS
SHEET INDEX
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C-001
JCB MAT
05/27/2016
2016-127
COVER SHEET
LOCATION MAP
CARMEL, INDIANA
1" = 2,500'
VICINITY MAP
CARMEL, INDIANA
1" = 500'
OWNER
CREW CARWASH
10251 HAGUE ROAD
INDIANAPOLIS, INDIANA 46256
PH: (317) 558-7931
CONTACT: JUSTIN FURR
EMAIL: jfurr@crewcarwash.com
CIVIL ENGINEER
HAMILTON DESIGNS, LLC
11988 FISHERS CROSSING DRIVE
SUITE 154
FISHERS, INDIANA 46038
PH: (317) 750-6466
CONTACT: MICHAEL THOMPSON, PE
EMAIL: mthompson@hamilton-designs.com
ARCHITECT
CRIPE
3939 PRIORITY WAY S. DR.
SUITE 200
INDIANAPOLIS, INDIANA 46240
PH: (317) 844-6777
EMAIL: cripe@cripe.biz
FOR
CIVIL CONSTRUCTION PLANS
CREW CARWASH | No. 29
HAMILTON
DESIGNS
PROJECT NO.
DATE
SCALE
SHEET NAME
SHEET NO.
A LIMITED LIABILITY COMPANY
DRAWN BY CHECKED BY
DATE
05/27/2016
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11988 Fishers Crossing Drive, Suite 154
Fishers, Indiana 46038
P. (317) 750-6466
www.hamilton-designs.com
11011309
STATE OF
No.MIC H A E L T HOMPS
ON
I
I
R E G I S T E RE
D
P
R
O
F
E
SSIONA L E N G INEER
IND I A N A
CARMEL DRIVE
R
A
N
G
E
L
I
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R
O
A
D
CREW CARWASH
CREW CARWASH
C
D
D
D CURB
CURB TO BE
REMOVEDDSIDEWALK TO
BE REMOVED
REMOVE
LANDSCAPING
REMOVE
LANDSCAPING
C
C
DIRECTIONAL
ARROWS
D DIRECTIONAL
ARROWS
D CONTRACTOR TO RE-STRIPE
ACCORDING TO SITE PLAN.
DSTOP
BARDSTOP
BAR
SAW CUT CLEAN,
STRAIGHT LINESSAW CUT CLEAN,
STRAIGHT LINES
SAW CUT CLEAN,
STRAIGHT LINES
RRELOCATE
LIGHTPOLE
R RELOCATE
LIGHTPOLE
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
00 20'40'
SCALE: 1" = 20'p:
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BUILDING | STRUCTURE
EX. BUILDING OVERHEAD
RIM ELEVATION
INVERT ELEVATION
TELEPHONE UNDER GR.
TELEPHONE OVERHEAD
GAS SERVICE
POWER UNDERGROUND
SANITARY SEWER
STORM SEWER
POND NORMAL POOL
WATER SERVICE
POWER OVERHEAD
EX. FLOWLINE
CHAIN LINK FENCE
FARM FENCE
WOOD FENCE
IRON FENCE | RAILING
SETBACK LINE
EASEMENT
SECTION LINE
CENTERLINE
INTERMEDIATE CONTOUR
INDEX CONTOUR
PROPERTY LINE
LEGEND OF EXISTING FEATURES
FIBER OPTIC SERVICE
SHRUB
FINISHED FLOOR
ELEVATION
TREES
SIGNS
ADA PARKING
MAILBOX
PARKING COUNT
FIRE HYDRANTS
FIRE VALVE
POST INDICATOR VALVE
FIRE DEPARTMENT CONN.
WATER METER
WATER VALVES
STORM MANHOLE
SANITARY MANHOLE
STORM INLETS
CLEAN-OUT
DOWNSPOUT
STORM ENDSECTION
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
GAS METER
GAS VALVE
TRAFFIC POLE
MANHOLE | STOP LIGHT
LIGHT POLE
POWER POLE | GUY WIRE
BENCHMARK
MONUMENT
SECTION CORNER
TRANSFORMER
HVAC
PARKING LOT LIGHTS
ELECTRIC METER
ELECTRIC MANHOLE
SPOT GRADE
R/W RIGHT-OF-WAY LINE
FIBER OPTIC PEDESTAL
FLOOD NOTE
THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALE
UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD
INSURANCE RATE MAP. THE WITHIN DESCRIBED TRACT OF LAND LIES WITHIN FLOOD HAZARD ZONE X
(UNSHADED) AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL NUMBER 18057 C 0209 G THE FLOOD
INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA (MAPS DATED NOVEMBER 19, 2014).
VICINITY MAP
CARMEL, INDIANA
1" = 500'
PROJECT LOCATION
HAMILTON
DESIGNS
PROJECT NO.
DATE
SCALE
SHEET NAME
SHEET NO.
A LIMITED LIABILITY COMPANY
DRAWN BY CHECKED BY
DATE
05/27/2016
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11988 Fishers Crossing Drive, Suite 154
Fishers, Indiana 46038
P. (317) 750-6466
www.hamilton-designs.com
11011309
STATE OF
No.MIC H A E L T HOMPS
ON
I
I
R E G I S T ERE
D
P
R
O
F
E
SSIONA L E N G INEER
IND I A N A
CD-101
JCB MAT
05/27/2016
2016-127
1" = 20'
PLAN
DEMOLITION
SURVEY AND UTILITY DISCLAIMER
HORIZONTAL AND VERTICAL SURVEY INFORMATION WAS PROVIDED BY BEST AVAILABLE INFORMATION AND
IS INTENDED FOR PERMITTING PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND
ENSURE ALL IMPROVEMENTS ARE PROPERLY LOCATED PRIOR TO BEGINNING CONSTRUCTION.
PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, CONTRACTOR SHALL EXPOSE AND VERIFY
LOCATION (HORIZONTAL AND VERTICAL) OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS,
WATER AND SANITARY SEWER. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER AND
THE APPROPRIATE AUTHORITIES.
NOTES
1.NO ATTEMPT IS MADE TO STIPULATE EVERY REQUIRED ITEM OF REMOVAL AND DEMOLITION EITHER ON
DRAWINGS OR IN SPECIFICATIONS. THE CONTRACTOR MUST VISIT THE SITE AND STUDY EXISTING
PHYSICAL CONDITIONS, REVIEW DRAWINGS, AND REACH THEIR OWN CONCLUSIONS ON WORK
NECESSARY TO ACCOMPLISH INTENDED RESULTS DESCRIBED BY THE PROJECT DOCUMENTS.
2.CONTRACTOR SHALL REQUEST UTILITY LOCATIONS PRIOR TO THE COMMENCEMENT OF WORK. IT SHALL
BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PRIOR TO ANY EXCAVATION AT LEAST 72 HOURS PRIOR TO THEIR PHASE OF WORK. CONTRACTOR SHALL
NOTIFY IN WRITING TO THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND
ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
3.ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL LOCAL ORDINANCES, CITY OR
STATE.
4.THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL, RELOCATION OR
ABANDONMENT OF UTILITIES WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF EACH
RESPECTIVE UTILITY. COSTS FOR DISCONNECTION, REMOVAL, AND/OR RELOCATION OF EXISTING
UTILITIES AS SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR EXECUTION OF THE WORK
SHALL BE PAID BY THE CONTRACTOR.
5.NO OPEN BURNING SHALL BE PERMITTED ON THE SITE.
6.THE OWNER HAS FIRST SALVAGE RIGHTS ON ALL ITEMS REMOVED. IF OWNER FORFEITS RIGHTS THEN ALL
DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY
DISPOSED OF OFF-SITE UNLESS OTHERWISE SHOWN.
7.WITHIN THE CONSTRUCTION LIMITS, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING
ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT.
8.A CLEAN, STRAIGHT EDGE SHALL BE SAWCUT BETWEEN ALL CONCRETE AND ASPHALT SURFACES
SCHEDULED FOR DEMOLITION AND CONCRETE AND ASPHALT SURFACES TO REMAIN IN-PLACE.
9.FOR ALL ITEMS NOTED TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALL
UNDERGROUND ELEMENTS AS WELL INCLUDING BUT NOT NECESSARILY LIMITED TO: FOUNDATIONS,
GRAVEL FILLS, TREE ROOTS, OLD PIPE, ETC.
10.BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THE REQUIREMENTS FOR
THE PROPOSED USE. FOR ALL UTILITY LINES AND STRUCTURES DESIGNATED TO BE REMOVED, PLACE AND
COMPACT STRUCTURAL BACKFILL WITHIN TRENCH.
11.GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY, PRIOR TO THE FINAL CONTRACT EXECUTION, IF ANY
BUILDING STRUCTURE THAT IS NOTED TO BE REMOVED HAS A BASEMENT. IF SO THE BUILDING STRUCTURE,
BOTH FLOOR STRUCTURES, BASEMENT, FOUNDATION, ETC. ARE TO BE REMOVED AND BACKFILLED TO
EXISTING GRADE ELEVATIONS SURROUNDING THE EXISTING STRUCTURE.
12.ALL NECESSARY APPROVALS FROM AGENCIES GOVERNING THIS WORK SHALL BE SECURED BY THE
CONTRACTOR IF THEY HAVE NOT BEEN PREVIOUSLY OBTAINED BY THE OWNER PRIOR TO BEGINNING
WORK.
13.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF VEHICULAR AND PEDESTRIAN TRAFFIC MEASURES
PRIOR TO THE COMMENCEMENT OF DEMOLITION. ALL MEASURES SHALL BE APPROVED BY THE OWNER
AND WILL REMAIN IN PLACE UNTIL COMPLETION OF PROJECT. CONTRACTOR SHALL ADJUST AS NEEDED
DURING CONSTRUCTION.
14.CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BENCHMARKS AND RELOCATING
BENCHMARKS IF NECESSARY. BENCHMARKS SHALL BE RELOCATED TO ORIGINAL ELEVATION. ALL
BENCHMARKS SHALL BE RELOCATED OR REPLACED BY A INDIANA LICENSED SURVEYOR.
15.ALL DEMOLITION AND CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH
APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY.
16.CONTRACTOR IS RESPONSIBLE FOR REPAIRS TO ANY EXISTING CONDITIONS DAMAGED DURING
DEMOLITION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE PATTERNS, UTILITIES, LIGHTING, PAVEMENT,
SIDEWALKS, CURBS, ETC. REPAIRS SHALL BE EQUAL TO EXISTING CONDITIONS.
17.EROSION CONTROL SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBANCE, INCLUDING PAVEMENT
REMOVAL.
18.MANHOLES, CATCH BASINS, CLEANOUTS, VALVE BOXES, FRAMES COVERS AND GRATES REMAINING IN
USE SHALL BE PROTECTED AND ADJUSTED TO FINAL GRADES.
SALVAGE
DEMOLISH OR REMOVE
SAWCUT, CLEAN EDGE
EXISTING TO REMAIN
BUILDING | STRUCTURE TO BE REMOVED
RELOCATE
CONCRETE TO BE REMOVED
ASPHALT TO BE REMOVED
DEMOLITION LEGEND
LIMITS
ABANDON IN PLACE
CURB TO BE REMOVED
WALL TO BE REMOVED
SAWCUT, CLEAN EDGE
PROJECT LIMITS
CONSTRUCTION BARRELS
UTILITY TO BE REMOVED
D
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CARMEL DRIVE
R
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CREW CARWASH
CREW CARWASH
PROPOSED CANOPY
A
1 2 3 4
1 2 3 4
1 2 3 4 5 6 7
1 2 3 4 5 6 7
8
8
15' FRONT SETBACK
15
'
F
R
O
N
T
S
E
T
B
A
C
K
51
'
9'
12
'
12
'
22'
10
'
2'
4'
5'
B
U
F
F
E
R
Y
A
R
D
5' BUFFERYARD
5' BUFFERYARD
10' BUFFERYARD
NEW LANDSCAPE
ISLAND
12
'
R5'
R
2
5
'
A
F
F
F
G
G
G
A
A
A E
RELOCATE EXISTING
LIGHT POLES
RELOCATE EXISTING
LIGHT POLES
CONTRACTOR TO REPLACE CURB
INLET CASTING WITH A COMPATIBLE,
FLAT NEENAH CASTING
PARCEL NUMBER:16-09-36-04-02-006.000
ZONING DISTRICT:I-1, INDUSTRIAL DISTRICT
LOT AREA:2.00 ACRES
BUILDING AREA:1,122 FT2
ADJOINER ZONING:
NORTH C-1, CITY CENTER DISTRICT
SOUTH I-1, INDUSTRIAL DISTRICT
EAST B-8, BUSINESS DISTRICT
WEST I-1, INDUSTRIAL DISTRICT
EXISTING/PROPOSED USE:CARWASH (CREW CARWASH)
SUBMITTING FIRM: HAMILTON DESIGNS, LLC
REVIEW COMMENTS CONTACT: MICHAEL THOMPSON, PE
11988 FISHERS CROSSING DRIVE
SUITE 154
FISHERS, INDIANA 46038
SITE INFORMATION
00 20'40'
SCALE: 1" = 20'p:
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BUILDING | STRUCTURE
EX. BUILDING OVERHEAD
RIM ELEVATION
INVERT ELEVATION
TELEPHONE UNDER GR.
TELEPHONE OVERHEAD
GAS SERVICE
POWER UNDERGROUND
SANITARY SEWER
STORM SEWER
POND NORMAL POOL
WATER SERVICE
POWER OVERHEAD
EX. FLOWLINE
CHAIN LINK FENCE
FARM FENCE
WOOD FENCE
IRON FENCE | RAILING
SETBACK LINE
EASEMENT
SECTION LINE
CENTERLINE
INTERMEDIATE CONTOUR
INDEX CONTOUR
PROPERTY LINE
LEGEND OF EXISTING FEATURES
FIBER OPTIC SERVICE
SHRUB
FINISHED FLOOR
ELEVATION
TREES
SIGNS
ADA PARKING
MAILBOX
PARKING COUNT
FIRE HYDRANTS
FIRE VALVE
POST INDICATOR VALVE
FIRE DEPARTMENT CONN.
WATER METER
WATER VALVES
STORM MANHOLE
SANITARY MANHOLE
STORM INLETS
CLEAN-OUT
DOWNSPOUT
STORM ENDSECTION
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
GAS METER
GAS VALVE
TRAFFIC POLE
MANHOLE | STOP LIGHT
LIGHT POLE
POWER POLE | GUY WIRE
BENCHMARK
MONUMENT
SECTION CORNER
TRANSFORMER
HVAC
PARKING LOT LIGHTS
ELECTRIC METER
ELECTRIC MANHOLE
SPOT GRADE
R/W RIGHT-OF-WAY LINE
FIBER OPTIC PEDESTAL
FLOOD NOTE
THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALE
UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD
INSURANCE RATE MAP. THE WITHIN DESCRIBED TRACT OF LAND LIES WITHIN FLOOD HAZARD ZONE X
(UNSHADED) AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL NUMBER 18057 C 0209 G THE FLOOD
INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA (MAPS DATED NOVEMBER 19, 2014).
VICINITY MAP
CARMEL, INDIANA
1" = 500'
PROJECT LOCATION
HAMILTON
DESIGNS
PROJECT NO.
DATE
SCALE
SHEET NAME
SHEET NO.
A LIMITED LIABILITY COMPANY
DRAWN BY CHECKED BY
DATE
05/27/2016
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11988 Fishers Crossing Drive, Suite 154
Fishers, Indiana 46038
P. (317) 750-6466
www.hamilton-designs.com
11011309
STATE OF
No.MIC H A E L T HOMPS
ON
I
I
R E G I S T ERE
D
P
R
O
F
E
SSIONA L E N G INEER
IND I A N A
CS-101
JCB MAT
05/27/2016
2016-127
1" = 20'
SITE PLAN
SURVEY AND UTILITY DISCLAIMER
HORIZONTAL AND VERTICAL SURVEY INFORMATION WAS PROVIDED BY BEST AVAILABLE INFORMATION AND
IS INTENDED FOR PERMITTING PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND
ENSURE ALL IMPROVEMENTS ARE PROPERLY LOCATED PRIOR TO BEGINNING CONSTRUCTION.
PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, CONTRACTOR SHALL EXPOSE AND VERIFY
LOCATION (HORIZONTAL AND VERTICAL) OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS,
WATER AND SANITARY SEWER. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER AND
THE APPROPRIATE AUTHORITIES.
NOTES
1.ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB AND CONCRETE CURB AND WALK ARE TO
THE FACE OF CURB AND/OR EDGE OF WALK.
2.ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE.
3.SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
4.IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND
CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS
FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER
OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD
BEFORE WORK IS STARTED OR RESUMED.
5.ALL SIDEWALK CURB AND GUTTER STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES, HANDICAP
RAMP, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE RIGHT-OF-WAY SHALL CONFORM TO
ALL MUNICIPAL AND/OR STATE SPECIFICATIONS AND REQUIREMENTS.
6.FOR AREAS OUTSIDE THE PROPERTY LINES, REPAIR AND/OR REPLACE ALL DAMAGE DONE TO EXISTING
ELEMENTS (SIDEWALKS, PAVING, LANDSCAPING, ETC.) AS REQUIRED BY OWNER AND/OR GOVERNING
AUTHORITY.
7.EDGE OF NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT.
8.SIDEWALK EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS
AND PLATFORMS. SIDEWALK SCORES AND CONTROL JOINTS ARE TO BE EQUALLY SPACED BETWEEN
EXPANSION JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION
JOINT EVERY 30' OR LESS.
9.PARKING SPACE STRIPES SHALL BE 4 INCHES WIDE. YELLOW OR WHITE STRIPES SHALL BE PROVIDED AT
OWNER'S PREFERENCE UNLESS OTHERWISE SHOWN.
10.UNLESS OTHERWISE SHOWN, PERMANENT SIGNS SHALL BE MOUNTED ON A SINGLE U-CHANNEL DRIVE
POST DRIVEN 42 INCHES BELOW GRADE. THE BOTTOM EDGE OF THE SIGN SHALL BE 6 FEET ABOVE THE
NEAREST PAVEMENT EDGE ELEVATION.
11.ALL EXCAVATED AREAS TO BE SEEDED AND/OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE
NOTED. ALL NEWLY SODDED/SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL
DOWN 1" FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED
HAS BEEN PLANTED.
12.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY
CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR
OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE.
13.ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR
BACKFILL.
14.FOR PROPOSED UTILITY LOCATIONS, SEE THE UTILITY PLAN.
15.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND
STATE STANDARDS.
16.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND
SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS
JURISDICTION.
17.ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE
0.S.H.A. STANDARDS FOR WORKER SAFETY.
18.ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% (1:50) AND A MAXIMUM RUNNING
SLOPE OF 5.0% (1:20). ALL ACCESSIBLE PARKING AND LOADING AREAS SHALL HAVE A MAXIMUM
SLOPE OF 2% IN ANY DIRECTION.
19.ALL ACCESSIBLE CURB RAMPS SHALL BE BUILT IN COMPLIANCE WITH CURRENT ADA GUIDELINES.
6" CONCRETE CURB
PAVEMENT STRIPING, 4" SOLID
CONCRETE PAVEMENT
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
SITE PLAN LEGEND - PROPOSED
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CS501
1
CS501
PAINTED DIRECTIONAL ARROW
NOT USED
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HAMILTON
DESIGNS
PROJECT NO.
DATE
SCALE
SHEET NAME
SHEET NO.
A LIMITED LIABILITY COMPANY
DRAWN BY CHECKED BY
DATE
05/27/2016
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11988 Fishers Crossing Drive, Suite 154
Fishers, Indiana 46038
P. (317) 750-6466
www.hamilton-designs.com
11011309
STATE OF
No.MIC H A E L T HOMPS
ON
I
I
R E G I S T ERE
D
P
R
O
F
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SSIONA L E N G INEER
IND I A N A
CS-501
JCB MAT
05/27/2016
2016-127
AS NOTED
SITE DETAILS
2
CS501NOT TO SCALE
6" CONCRETE CURB
1
CS501NOT TO SCALE
CONCRETE PAVEMENT
X X X X X X X X X X X
COMPACTED SUBGRADE
8.0" OF COMPACTED INDOT #53
PER INDOT STANDARD SPECIFICATIONS, SECTION 904
"COMMERCIAL GRADE" #53 CRUSHED STONE IS NOT ACCEPTED
6" PORTLAND CEMENT CONCRETE (4,000 PSI)
WITH REINFORCEMENT
1.ALL MATERIALS AND INSTALLATION PER APPLICABLE INDOT
STANDARD SPECIFICATIONS, LATEST EDITION
2.FOR CONCRETE JOINT DETAILS REFER TO DETAIL 5
CS501
24"
EXISTING
PAVEMENT TO
REMAIN
EXISTING
PAVEMENT TO BE
REMOVED
CONCRETE SAW CUT
ASPHALT SAW CUT ASPHALT LAP JOINT
NEW EDGE OF
PAVEMENT FULL-DEPTH SAW CUT
CUT AT NEAREST JOINT
(FOR CONCRETE)
FULL DEPTH SAWCUT 24"
BEHIND EXISTING EDGE
OF PAVEMENT REMOVE TO SAWCUT
MILL WEARING SURFACE TO FULL DEPTH OF
EXISTING ASPHALT PAVEMENT
NEW PAVEMENT
EXISTING PAVEMENT
EXISTING EDGE OF
PAVEMENT
PROPOSED PAVEMENT SEE
TYPICAL SECTION DETAIL
24"
6
CS501NOT TO SCALE
SAWCUT / LAP JOINT DETAIL
EXPANSION JOINT AT BUILDING/STRUCTURE
1/2"
1/2" EXPANSION JOINT WITH PREMOLDED
FILLER RECESSED 1/2" FROM SURFACE.
FILL RECESS WITH NON-SHRINKING
ALL-WEATHER SEALANT.
1/8" R.
BUILDING FACE OR
CONCRETE STRUCTURE
PREMOLDED FILLER
(E.G. FIBER BOARD)
TOOLED JOINT
(1/2" x 1/4 OF SLAB THICKNESS)
1/8" R.
1/2"
#4 SMOOTH STEEL ROD, 2'-0" LONG WITH
SLEEVE AND DOWEL CAP (2'-0" O.C.)
ROD SHALL BE GREASED ON SIDE
INSERTED INTO CAP.
COLD JOINT
(1/2" x 1/4 OF SLAB THICKNESS)
EXPANSION JOINT (TYP.)
1/8" R.1/8" R.
1/2" EXPANSION JOINT WITH
PREMOLDED FILLER RECESSED
1/2" FROM SURFACE.
FILL RECESS WITH
NON-SHRINKING ALL-WEATHER
SEALANT.
PREMOLDED FILLER
(E.G. FIBER BOARD)
1/2"1/2"
CONTROL JOINT (TYP.)
5
CS501NOT TO SCALE
CONCRETE PAVING JOINTS DETAIL
1.ALL MATERIALS AND INSTALLATION PER APPLICABLE INDOT
STANDARD SPECIFICATIONS, LATEST EDITION.
50' MAX.
TRANSVERSE CONTRACTION
JOINTS (10' MAX. SPACING)
TRANSVERSE EXPANSION
JOINTS PAVEMENT
TOP OF CURB
BOTTOM OF CURB
CONTRACTION JOINTS ON
RADII (5' MAX. SPACING)
3
CS501NOT TO SCALE
CURB JOINT DETAIL
WELDED WIRE MESH WW 6X6 W 1.4/1.4
CARMEL DRIVE
R
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CREW CARWASH
CREW CARWASH
15' FRONT SETBACK
15
'
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5' BUFFERYARD
5' BUFFERYARD
10' BUFFERYARD
CONCRETE WASHOUT,
SEE DETAIL SHEET CE-501
CW
CONSTRUCTION LIMITS
USE EXISTING ENTRANCE AS
CONSTRUCTION ENTRANCE
CONSTRUCTION LIMITS
SF
SILT FENCE
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
00 20'40'
SCALE: 1" = 20'p:
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R
BUILDING | STRUCTURE
EX. BUILDING OVERHEAD
RIM ELEVATION
INVERT ELEVATION
TELEPHONE UNDER GR.
TELEPHONE OVERHEAD
GAS SERVICE
POWER UNDERGROUND
SANITARY SEWER
STORM SEWER
POND NORMAL POOL
WATER SERVICE
POWER OVERHEAD
EX. FLOWLINE
CHAIN LINK FENCE
FARM FENCE
WOOD FENCE
IRON FENCE | RAILING
SETBACK LINE
EASEMENT
SECTION LINE
CENTERLINE
INTERMEDIATE CONTOUR
INDEX CONTOUR
PROPERTY LINE
LEGEND OF EXISTING FEATURES
FIBER OPTIC SERVICE
SHRUB
FINISHED FLOOR
ELEVATION
TREES
SIGNS
ADA PARKING
MAILBOX
PARKING COUNT
FIRE HYDRANTS
FIRE VALVE
POST INDICATOR VALVE
FIRE DEPARTMENT CONN.
WATER METER
WATER VALVES
STORM MANHOLE
SANITARY MANHOLE
STORM INLETS
CLEAN-OUT
DOWNSPOUT
STORM ENDSECTION
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
GAS METER
GAS VALVE
TRAFFIC POLE
MANHOLE | STOP LIGHT
LIGHT POLE
POWER POLE | GUY WIRE
BENCHMARK
MONUMENT
SECTION CORNER
TRANSFORMER
HVAC
PARKING LOT LIGHTS
ELECTRIC METER
ELECTRIC MANHOLE
SPOT GRADE
R/W RIGHT-OF-WAY LINE
FIBER OPTIC PEDESTAL
FLOOD NOTE
THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALE
UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD
INSURANCE RATE MAP. THE WITHIN DESCRIBED TRACT OF LAND LIES WITHIN FLOOD HAZARD ZONE X
(UNSHADED) AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL NUMBER 18057 C 0209 G THE FLOOD
INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA (MAPS DATED NOVEMBER 19, 2014).
VICINITY MAP
CARMEL, INDIANA
1" = 500'
PROJECT LOCATION
HAMILTON
DESIGNS
PROJECT NO.
DATE
SCALE
SHEET NAME
SHEET NO.
A LIMITED LIABILITY COMPANY
DRAWN BY CHECKED BY
DATE
05/27/2016
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11988 Fishers Crossing Drive, Suite 154
Fishers, Indiana 46038
P. (317) 750-6466
www.hamilton-designs.com
11011309
STATE OF
No.MIC H A E L T HOMPS
ON
I
I
R E G I S T ERE
D
P
R
O
F
E
SSIONA L E N G INEER
IND I A N A
CE-101
JCB MAT
05/27/2016
2016-127
1" = 20'
PREVENTION PLAN
STORMWATER POLL.SURVEY AND UTILITY DISCLAIMER
HORIZONTAL AND VERTICAL SURVEY INFORMATION WAS PROVIDED BY BEST AVAILABLE INFORMATION AND
IS INTENDED FOR PERMITTING PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND
ENSURE ALL IMPROVEMENTS ARE PROPERLY LOCATED PRIOR TO BEGINNING CONSTRUCTION.
PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, CONTRACTOR SHALL EXPOSE AND VERIFY
LOCATION (HORIZONTAL AND VERTICAL) OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS,
WATER AND SANITARY SEWER. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER AND
THE APPROPRIATE AUTHORITIES.
ST
SSD
OOO
STORM SEWER
SUBSURFACE DRAIN
SWALE | FLOWLINE
INTERMEDIATE CONTOUR
INDEX CONTOUR
ST
800
799
STORM MANHOLE
STORM INLETS
CLEAN-OUT
FLOW ARROW
DOWNSPOUT
C.O.
D.S.
INVERT ELEVATION
STORMWATER POLLUTION PREVENTION PLAN LEGEND
PROPOSED SEEDING
NOT USED
NOT USED
NOT USED
CE501
CONSTRUCTION LIMITS
SF SF SILT FENCE INLET PROTECTION
CW CONCRETE WASHOUT
NOTES
1.EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1-6 OF "PRE-CONSTRUCTION ACTIVITIES" (THIS
SHEET) HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN.
2.ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 14 DAYS OR MORE SHALL BE STABILIZED
(SEEDED, MULCHED, ETC.) IMMEDIATELY.
3.ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY CITY OF
CARMEL OR REVIEW AUTHORITY.
4.ALL EROSION CONTROL MATERIALS MUST BE APPROVED BY THE CITY OF CARMEL INSPECTOR PRIOR TO
INSTALLATION.
5.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREETS.
6.APPROXIMATE CONSTRUCTION SCHEDULE:
START DATE: JULY 2016
COMPLETION DATE: JULY 2017
7.RECEIVING WATER:CARMEL CREEK - WHITE RIVER
8.LATITUDE:39°57'38" N
LONGITUDE:86°07'40" W
9.CONTACT PERSON:
CREW CARWASH
10251 HAGUE ROAD
INDIANAPOLIS, INDIANA 46256
PH: (317) 558-7931
CONTACT: JUSTIN FURR
EMAIL: jfurr@crewcarwash.com
10.WARNING: THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR
ANY OTHER INFORMATION SEE SHEET CS-101.
11.SEE SHEETS CE-501 FOR ALL STORMWATER POLLUTION PREVENTION PLAN DETAILS & NOTES.
12.ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE IDEM - INDIANA STORM
WATER QUALITY MANUAL.
13.ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
14.EXISTING EROSION CONTROL MEASURES: ANY PART DAMAGED, DESTROYED OR DISTURBED DURING
CONSTRUCTION IS TO BE REPLACED IMMEDIATELY.
PRE-CONSTRUCTION ACTIVITIES:
1.CALL 811 SERVICE AT 811 TO CHECK THE LOCATION OF ANY EXISTING UTILITIES. THEY SHOULD BE NOTIFIED TWO
WORKING DAYS BEFORE CONSTRUCTION TAKES PLACE.
2.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 AND SHOWN ON
SHEET CE-101. THE INSTALLED SILT FENCE SHOULD BE INSPECTED AND ANY ACCUMULATING SEDIMENT REMOVED.
3.EVALUATE EXISTING VEGETATION SUITABLE FOR USE AS FILTER STRIPS ALONG THE SOUTH AND EAST BOUNDARIES.
4.THE EXISTING ENTRANCES SHALL BE UTILIZED AS CONSTRUCTION ENTRANCES.
5.ESTABLISH CONSTRUCTION STAGING AREA FOR EQUIPMENT AND VEHICLES AS FAR FROM INLETS AND SWALES AS
POSSIBLE.
6.ESTABLISH ONSITE LOCATION FOR OWNER/OPERATOR/CONTRACTOR PLACEMENT OF APPROVED PLANS AND
INSPECTION DOCUMENTATION.
CONSTRUCTION ACTIVITIES:
1.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 14 DAYS. ALL
DISTURBED AREAS THAT POTENTIALLY WILL BE IDLE FOR 14 DAYS OR MORE WILL BE STABILIZED (SEEDED, MULCHED,
ETC..) IMMEDIATELY.
2.AFTER COMPLETION OF MASS GRADING, FINAL GRADE AND SEED LANDSCAPE BERMS, AND SWALES IMMEDIATELY
AFTER GRADING IS COMPLETED.
3.CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING THE CONSTRUCTION PHASE
AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR.
4.AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT FROM INSTALLED EROSION
CONTROL FEATURES.
5.WHEN 70% OF VEGETATIVE COVER IS OBTAINED THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION
AND SEDIMENT CONTROL MEASURES.
CONSTRUCTION SEQUENCING
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HAMILTON
DESIGNS
PROJECT NO.
DATE
SCALE
SHEET NAME
SHEET NO.
A LIMITED LIABILITY COMPANY
DRAWN BY CHECKED BY
DATE
05/27/2016
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11988 Fishers Crossing Drive, Suite 154
Fishers, Indiana 46038
P. (317) 750-6466
www.hamilton-designs.com
11011309
STATE OF
No.MIC H A E L T HOMPS
ON
I
I
R E G I S T ERE
D
P
R
O
F
E
SSIONA L E N G INEER
IND I A N A
CE-501
JCB MAT
05/27/2016
2016-127
AS NOTED
PREVENTION DETAILS
STORMWATER POLL.
SOILS MAP
SOILS LEGEND + DESCRIPTION
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASH AREA.
PROFILE
PLAN
POLYETHYLENE LINING - 10
MIL THICK LINING TO EXTEND
OVER THE BALES
METAL PINS OR STAPLES TO
SECURE THE POLYETHYLENE
TO THE STRAW BALES
POLYETHYLENE LINING - 10 MIL THICK LINING TO
EXTEND OVER THE BALES METAL PINS OR STAPLES
TO SECURE THE POLYETHYLENE TO
THE STRAW BALES BINDINGS FOR STRAW BALES
TO BE PLACED PARALLEL TO
GROUND
COMPACTED
SOIL TO
PREVENT PIPING
STAKED
STRAW BALE
WASHOUT AREA LENGTH = 20'
WASHOUT AREA WIDTH = 15'
COMPACTED SOIL
TO PREVENT PIPING
NOTES:
1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE
PLACEMENT ON SITE.
2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT
AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF
THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP
RIGS.
3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR
CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF AT AN APPROVED WASTE SITE.
5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL
BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY
THE INSPECTOR.
6. CONTRACTOR SHALL PROVIDE ADDITIONAL WASHOUT STRUCTURES OR LARGER
STRUCTURES IF REQUIRED
2 WOOD OR
METAL STAKES
(TYP) PER BALE
STRAW BALE ENTRENCHED
4" INTO GROUND
STRAW BALE ENTRENCHED
4" INTO GROUND
NOT TO SCALE
CONCRETE WASHOUT AREA
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12-12-12
analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize
according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility
will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2-3 inches with a harrow, disk or rake operated
across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5-2), while considering best seeding
dates. See Figure 5-3 this sheet. If tolerances are a problem, such as salt tolerance of seedings adjacent
to streets and highways, see Figure 5-4 this sheet before final selection.
Figure 5-2: Permanent Seed Mixtures
Species Seeding Rate Suitable pH Site Suitability*
lbs/acre lbs/1000 sq. ft.Droughty Well Drained Wet
Level and Sloping, Open Areas
Tall Fescue 35 0.8 5.5 - 8.3 2 1 2
Tall Fescue 25 0.6 5.5 - 8.3 1
Red Clover**5 0.12
Kentucky Bluegrass 15 0.4 5.5 - 7.5 2 1
Creeping Red Fescue 15 0.4
Steep Banks and Cuts
Tall Fescue 15 0.4 5.8 - 7.5 2 1 2
Kentucky Bluegrass 25 0.6
Tall Fescue 35 0.8 5.5 - 8.3 2 1
Emerald Crownvetch**10 0.25
Lawns and High Maintenance Areas
Kentucky Bluegrass 40 0.9 5.8 - 7.5 2 1
Creeping Red Fescue 40 0.9
Perennial Ryegrass 170 4.0 5.0 - 7.5 1
(Turf Type)
Tall Fescue 170 4.0 5.5 - 8.3 2 1 2
* 1 - Preferred 2 - Will Tolerate
** Inoculate with specific Inoculant.
Permanent Seeding Dates
Temporary Seeding Dates
Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec
Wheat or Rye
Oats
Annual Ryegrass
Native Seed
Non-Irrigated*
Irrigated
Dormant
Seeding**
Irrigation needed during this period. To control erosion at
times other than in the shaded areas, use mulch.
Late summer seeding dates may be extended 5 days if mulch
is applied.
Note: If temporary stabilization must occur during the winter straw
mulch applied at a rate of 2 tones per acre and crimped in will be an
acceptable cover.
*
**
Temporary Seed Application Rates
Kind of Seed 1000 Sq. Ft.Acre Remarks
Wheat or Rye 3.5 lbs.150 lbs.Cover seed 1" to 1 1/2" deep
Spring Oats 2.3 lbs.100 lbs.Cover seed 1" deep
Annual ryegrass 1.0 lb.40 lbs.Cover seed 1/4"deep*
* Not necessary where mulch is applied.NOT TO SCALE
SEEDING SCHEDULE
Map Unit: MmB2 -Miami silt loam, 2 to 6 percent slopes, eroded
MmB2 - Miami silt loam, 2 to 6 percent slopes, eroded
This moderately well-drained soil has a seasonal high watertable within
24 to 36 inches of the surface. The surface layer is silt loam.
Permeability is low to moderately high (0.01 to 0.2 in/hr) in the most
restrictive layer above 60 inches. Available water capacity is low
(about 5.8 inches in the upper 60 inches).
MAP UNIT: CrA - Crosby silt loam, 0 to 2 percent slopes
CrA -Crosby silt loam, 0 to 2 percent slopes
This is a somewhat poorly drained soil and has a seasonal high
watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 2
percent. The native vegetation is hardwoods. The surface layer is silt
loam and has moderately low or moderate organic matter content
(1.0 to 3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most
restrictive layer above 60 inches. Available water capacity is
moderate (6.2 inches in the upper 60 inches).The ph of the surface
layer in non-limed areas is 5.1 to 6.0. droughtiness and wetness are
management concerns for crop production. This soil responds well to
tile drainage.
Map Unit: Br -Brookston silty clay loam, 0 to 2 percent slopes
MBr -Brookston silty clay loam, 0 to 2 percent slopes
This poorly drained soil has a seasonal high watertable within 0 to 12
inches of the surface. The surface layer is silty clay loam. Permeability is
low to moderately high (0.20 to 0.60 in/hr) in the most restrictive layer
above 80 inches. Available water capacity is moderate (about 8.9
inches in the upper 80 inches).
WOVEN FILTER FABRIC
SILT FENCE JOINT WRAP DETAIL
NOT TO SCALE
TEMPORARY SILT FENCE
Silt Fence shall be a machine produced, woven geotextile fabric. All stakes
shall be 1 1/4" X 1 1/4" hardwood 36" tall with 24" tall lath stapled to stakes over
fabric as reinforcement.
Textile Strength @ 20% elongation .....................30 lbs. per linear inch
UV Resistance .......................................................>70%
Filtering Efficiency ................................................85%
Slurry Flow Rate ....................................................0.3 gpm/ft2
Water Flow Rate .................................................. 15 gpm/ft2
1-1/4" X 1-1/4" POST
7' MAXIMUM
SPACING
NOTES:
1.FILTER FABRIC FENCE SHALL BE A MINIMUM OF 36" IN WIDTH.
2.TURN SILT FENCE UP SLOPE AT ENDS.
1'
-
0
"
1-1/4" X 1-1/4" POSTS
FILTER FABRIC
1'
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24
"
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8"
FLOW
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FLAT STREET GRATE
8 ZIP TIES
AND HOLD-DOWN PADS
BEEHIVE INLET GRATE
8 ZIP TIES
AND HOLD-DOWN PADS
STREET CURB INLET GRATE
7 ZIP TIES
AND HOLD-DOWN PADS
BEEHIVE INLET GRATE
WITH OVERFLOW CUT-OUT
8 ZIP TIES
AND HOLD-DOWN PADS
1.REMOVE SEDIMENT, DEBRIS, ICE AND SNOW
FROM THE INLET GRATE SURFACE AND
SURROUNDING AREA.
2.VERIFY FIT BY PLACING FILTER OVER INLET GRATE
TO ENSURE THAT INLET FILTER EXTENDS AT LEAST
ONE INCH BEYOND THE FRONT AND BOTH CURB
ENDS. THE OVERLAP SLOWS WATER FLOW AND
STARTS FILTERING SEDIMENT AND DEBRIS BEFORE
WATER DROPS INTO THE INLET. THE USER IS
RESPONSIBLE FOR PROPER INSTALLATION.
3. POSITION THE MAT. PLACE INLET FILTER ON
GRATE WITH THE NET SIDE DOWN, FLUSH TO THE
BACK EDGE AND EXTENDING BEYOND THE GRATE
OPENING ON THE FRONT AND BOTH SIDES. THE ZIP
TIES ATTACH INLET FILTER TO THE INLET GRATE
COVER WITHOUT LIFTING THE GRATE COVER.
4.INSERT ZIP TIES. LIFT INLET FILTER SLIGHTLY TO
ENABLE YOU TO SEE THE FIRST GRATE BAR FROM
THE EDGE OF THE GRATE COVER. PUSH THE
POINTED END OF A SCREWDRIVER THROUGH INLET
FILTER TO CREATE A PILOT HOLE TO THE SIDE OF THE
GRATE BAR. PUSH THE POINTED END OF ZIP TIE
THROUGH HOLE IN HOLD-DOWN PAD AND THEN
THROUGH THE INLET FILTER. BEND ABOUT 3" OF THE
END OF THE ZIP TIE BACK ON ITSELF AND STEP ON
THE FOLD TO FORM A HOOK SHAPE. THE HOOK
SHAPE MAKES. IT EASIER TO GRAB THE END AFTER
LOOPING UNDER THE GRATE BAR. NOW LOOP THE
ZIP TIE UNDER THE GRATE BAR AND PULL UP: INSERT
POINTED END OF TIE IN BOTTOM OF INLET FILTER
ABOUT 2 INCHES FROM THE FIRST ENTRY POINT AND
PUSH UP AND THROUGH FILTER AND SECOND HOLE
IN HOLD-DOWN PAD.
5.TIGHTEN ZIP TIES. AFTER ATTACHING ALL OF THE
ZIP TIES, RE-POSITION INLET FILTER TO COMPLETELY
COVER AND OVERLAP THE GRATE. PULL FREE END
OF ZIP-TIES HAND TIGHT TO ANCHOR INLET FILTER
TO THE GRATE. CUT OFF FREE END OF ZIP TIES TO
LEAVE A 1" TAIL.
6.EXTREME FLOW INSTALLATION REQUIRE- MENTS.
SOME MUNICIPALITIES REQUIRE EXPOSED
OVERFLOW. CHECK LOCAL REGULATIONS.
EXPOSING THE EMERGENCY OVERFLOW ALLOWS
UNFILTERED FLOW WHEN WATER DEPTH EXCEEDS
INLET FILTER HEIGHT. IF NECESSARY, CUT INLET
FILTER WITH A KNIFE OR SHEARS TO EXPOSE THE
UPPER PORTION OF THE OVERFLOW SECTION.
ALLOW THE STANDARD OVERLAP ON ALL SIDES OF
INLET FILTER BEFORE CUTTING. MAINTENANCE
INLET FILTER WILL COLLECT A LOT OF SEDIMENT.
SWEEP TOP AND SIDES OF INLET FILTER TO REMOVE
SEDIMENT AND DEBRIS AFTER EACH 1/2" RAIN
EVENT. IN CASE OF STANDING WATER AT INLET,
SWEEPING AWAY BUILT-UP DEBRIS ALLOWS WATER
TO DRAIN THROUGH INLET FILTER.COIR FIBER MAT INLET PROTECTION
DO NOT COVER
TOP OF CURB.
CURB TOP TO ACT
AS OVERFLOW.
CUT OUT
CARMEL DRIVE
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CREW CARWASH
CREW CARWASH
15' FRONT SETBACK
15
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5'
B
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5' BUFFERYARD
5' BUFFERYARD
10' BUFFERYARD
SHADE TREES
PROVIDED 6
EVERGREEN TREES
PROVIDED 46
ORNAMENTAL TREES
PROVIDED 21
EVERGREEN SHRUBS
PROVIDED 87
DECIDUOUS SHRUBS
PROVIDED 142
1
PIP
1
MPR
2
MPR
2
SMP2
SMP
2
SMP
4
PAH
4
PAH
1
PAH
5
PAH4
JUN
3
JUN
3
JUN
19
JUN
1
QRO
1
QRO
1
QRO
1
QRO
1
PDR
12
PDR
00 20'40'
SCALE: 1" = 20'p:
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BUILDING | STRUCTURE
EX. BUILDING OVERHEAD
RIM ELEVATION
INVERT ELEVATION
TELEPHONE UNDER GR.
TELEPHONE OVERHEAD
GAS SERVICE
POWER UNDERGROUND
SANITARY SEWER
STORM SEWER
POND NORMAL POOL
WATER SERVICE
POWER OVERHEAD
EX. FLOWLINE
CHAIN LINK FENCE
FARM FENCE
WOOD FENCE
IRON FENCE | RAILING
SETBACK LINE
EASEMENT
SECTION LINE
CENTERLINE
INTERMEDIATE CONTOUR
INDEX CONTOUR
PROPERTY LINE
LEGEND OF EXISTING FEATURES
FIBER OPTIC SERVICE
SHRUB
FINISHED FLOOR
ELEVATION
TREES
SIGNS
ADA PARKING
MAILBOX
PARKING COUNT
FIRE HYDRANTS
FIRE VALVE
POST INDICATOR VALVE
FIRE DEPARTMENT CONN.
WATER METER
WATER VALVES
STORM MANHOLE
SANITARY MANHOLE
STORM INLETS
CLEAN-OUT
DOWNSPOUT
STORM ENDSECTION
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
GAS METER
GAS VALVE
TRAFFIC POLE
MANHOLE | STOP LIGHT
LIGHT POLE
POWER POLE | GUY WIRE
BENCHMARK
MONUMENT
SECTION CORNER
TRANSFORMER
HVAC
PARKING LOT LIGHTS
ELECTRIC METER
ELECTRIC MANHOLE
SPOT GRADE
R/W RIGHT-OF-WAY LINE
FIBER OPTIC PEDESTAL
FLOOD NOTE
THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALE
UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD
INSURANCE RATE MAP. THE WITHIN DESCRIBED TRACT OF LAND LIES WITHIN FLOOD HAZARD ZONE X
(UNSHADED) AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL NUMBER 18057 C 0209 G THE FLOOD
INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA (MAPS DATED NOVEMBER 19, 2014).
VICINITY MAP
CARMEL, INDIANA
1" = 500'
PROJECT LOCATION
HAMILTON
DESIGNS
PROJECT NO.
DATE
SCALE
SHEET NAME
SHEET NO.
A LIMITED LIABILITY COMPANY
DRAWN BY CHECKED BY
DATE
05/27/2016
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11988 Fishers Crossing Drive, Suite 154
Fishers, Indiana 46038
P. (317) 750-6466
www.hamilton-designs.com
11011309
STATE OF
No.MIC H A E L T HOMPS
ON
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I
R E G I S T ERE
D
P
R
O
F
E
SSIONA L E N G INEER
IND I A N A
LP-101
JCB MAT
05/27/2016
2016-127
1" = 20'
PLAN
LANDSCAPE
SURVEY AND UTILITY DISCLAIMER
HORIZONTAL AND VERTICAL SURVEY INFORMATION WAS PROVIDED BY BEST AVAILABLE INFORMATION AND
IS INTENDED FOR PERMITTING PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND
ENSURE ALL IMPROVEMENTS ARE PROPERLY LOCATED PRIOR TO BEGINNING CONSTRUCTION.
PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, CONTRACTOR SHALL EXPOSE AND VERIFY
LOCATION (HORIZONTAL AND VERTICAL) OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS,
WATER AND SANITARY SEWER. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER AND
THE APPROPRIATE AUTHORITIES.
NOTES
1.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE.
2.AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED
BY MANUFACTURER FOR EACH PLANT VARIETY.
3.FINAL PLACEMENT OF PLANT MATERIALS, ECT. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE
PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOOD
STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED LINES SHALL BE
MARKED WITH HIGHLY VISIBLE PAINT LINES WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL
STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES
THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE.
4.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO THE BID IN WRITING. ALL PLANTS
SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTOR'S OPERATIONS
PRIOR TO MOVING TO THE JOB SITE. PLANTS MAY BE INSPECTED, APPROVED OR REJECTED ON THE JOB
SITE BY LANDSCAPE ARCHITECT.
5.ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 2004 EDITION, AS SET
FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN.
6.PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT
CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT.
7.ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL
INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD
OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY
THE CONTRACTOR.
8.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF
ANY PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS.
9.ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL
INSPECTION BY LANDSCAPE ARCHITECT. MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATING, MULCHING, MOWING, AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER
ESTABLISHMENT PLANTINGS.
Key Botanical Name Common Name Quantity Size Condition Remarks
UNDERSTORY TREES
MPR Malus 'Prairifire Prairifire Crabapple 3 1.5 in B&B -
QRO Quercus robur 'Fastigiata' English Oak 4 2.5 in B&B -
PDR Pendula Rosea Weebing Cherry 13 1.5 in B&B -
DECIDUOUS SHRUBS
SMP Syringa meyeri 'Palibin'Dwarf Korean Lilac 6 18 in #3 Cont.-
ORNAMENTAL GRASS
PAH Pennisetum alopecuroides Hameln Dwarf Fountain Grass X14 -#1 Cont.-
EVERGREEN TREES
PIP Picea pungens Colorado Blue Spruce 1 6 ft B&B -
EVERGREEN SHRUBS
JUN Juniperus virginiana Grey Owl Juniper 29 18 IN #3 Cont.-
PLANT SCHEDULE
LANDSCAPE PLAN LEGEND - PROPOSED
EVERGREEN TREE
DECORATIVE STONE MULCH
1
X PLANT TAG
EVERGREEN SHRUB
DECIDUOUS SHRUB
UNDERSTORY TREE
PERMANENT SEEDING
SOD
GRASSES
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HAMILTON
DESIGNS
PROJECT NO.
DATE
SCALE
SHEET NAME
SHEET NO.
A LIMITED LIABILITY COMPANY
DRAWN BY CHECKED BY
DATE
05/27/2016
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11988 Fishers Crossing Drive, Suite 154
Fishers, Indiana 46038
P. (317) 750-6466
www.hamilton-designs.com
11011309
STATE OF
No.MIC H A E L T HOMPS
ON
I
I
R E G I S T ERE
D
P
R
O
F
E
SSIONA L E N G INEER
IND I A N A
LP-501
JCB MAT
05/27/2016
2016-127
1" = 20'
DETAILS
LANDSCAPE