HomeMy WebLinkAbout_Full Set Const Plans146TH STREET
HAZEL DELL PARKWAYCHERRY CREEK BOULEVARD
146TH STREET
The Ridge at the Legacy
Section Two
Inst. #2014014219
Plat Cabinet #5, Slide #203
The Ridge at the Legacy
Section Three
Inst. #2014054239
Plat Cabinet #5, Slide #279
The Ridge at the Legacy
Section Four
Inst. #2018007311
Plat Cabinet #5, Slide #803
ARNETT DRIVEGRANTSVILLE LANE GRANTSVILLE LANE
HEBRON LANE HEBRON LANE
L.C.A. #20
L.C.A. #22
L.C.A. #16
108 109 110 111 112 113 114 115 116 117
118119120121122123124125126
L.C.A. #17
L.C.A. #19
L.C.A. #21
L.C.A. #13 L.C.A. #14 L.C.A. #15
L.C.A. #18
CHERRY CREEK BOULEVARD
(BY OTHERS)
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LANE (BY OTHERS)DAVID J. STOEPPELWERTH
PROFESSIONAL LAND SURVEYOR
NO. 19358
PLANS CERTIFIED BY:
06/22/18
Developed by:
Platinum Properties Mgmt. Co., L.L.C.
9757 Westpoint Drive
Indianapolis, Indiana 46256
Phone: (317) 564-7301
Fax: (317) 564-7302
Contact Person: Edward E. Fleming
Email: EFleming@Platinum-Properties.com
PLANS PREPARED BY:
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
7965 E. 106TH STREET, FISHERS, INDIANA 46038
PHONE: (317)-849-5935
FAX: (317)-849-5942
CONTACT PERSON: BRETT HUFF
bhuff@stoeppelwerth.com
FLOOD MAP
SCALE: 1"=2000'
VICINITY MAP
SCALE: 1"=2000'
OPERATOR ON N.O.I. LETTER:
FALCON NEST II, L.L.C.
1356 BEVERLY ROAD
MCLEAN, VA 22101
PHONE: (317) 564-7301
FAX: (317) 564-7302
CONTACT PERSON: EDWARD E. FLEMING
UTILITY CONTACTS:
Carmel Sewer Department
760 3rd Avenue Southwest
Carmel, Indiana 46032
Carmel Water Utilities
3450 West 131st Street
Westfield, IN 46074
AT & T
5858 North College Avenue
Indianapolis, Indiana 46220
Brighthouse Networks
3030 Roosevelt Avenue
Indianapolis, Indiana 46218
Duke Energy
16475 Southpark Drive
Westfield, Indiana 46074
Vectren Energy
16000 Allisonville Road
Noblesville, Indiana 46060
Owner:
Falcon Nest II, LLC
1356 Beverly Road
Mclean, VA 22101
Contact: Rajai Zumot
Email: rzumot@zumot.net
FLOOD STATEMENT
NO PORTION OF THIS SITE LIES WITHIN A ZONE "X"
(500 YEAR FLOODPLAIN) OR ZONE "A" PER FIRM
18057C0235F DATED FEB. 19, 2003.
BASED ON THE FEMA BASE FLOOD ELEVATION
FOR THIS AREA, THERE WILL BE NO POTENTIAL
FLOODING OF THIS PROPERTY VIA OUTFALL OR
STORM PIPING SYSTEMS.
BUILDING SETBACKS
FRONT BUILDING LINE 20' MIN.
SIDE YARD/AGGREGATE 5' MIN./20' AGGREGATE
REAR YARD 20'
INDEX
SHT.DESCRIPTION
C001 COVER SHEET
C100 TOPOGRAPHICAL SURVEY/DEMOLITION PLAN
C200-C201 SITE DEVELOPMENT PLAN
EMERGENCY FLOOD ROUTE PLAN
C300-C305
INITIAL STORM WATER POLLUTION & PREVENTION PLAN
TEMPORARY STORM WATER POLLUTION & PREVENTION PLAN
PERMANENT SEDIMENT & EROSION CONTROL PLAN
STORM WATER POLLUTION & PREVENTION SPECIFICATIONS
STORM WATER POLLUTION & PREVENTION DETAILS
C400-C405
STREET PLAN & PROFILES
TRAFFIC CONTROL PLAN
PAVING POLICES
CURBING POLICES
C500-C501 SANITARY SEWER PLAN & PROFILE
C600-C602 STORM SEWER PLAN & PROFILES
SUB SURFACE DRAIN PLAN
C700 WATER PLAN
C800-C803
CONSTRUCTION DETAILS
SANITARY
STORM
STREET
C900-C901 LANDSCAPE PLANS
REVISIONS
SHT.DESCRIPTION DATE BY
ALL REVISED PER TAC COMMENTS 08/08/18 JAW
1" = 250 FT
OPERATING AUTHORITY
CITY OF CARMEL (317) 571-2441
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
THE RIDGE AT THE LEGACY
SECTION FIVE
PUD ZONING
DESIGN DATA
19 LOTS
10.906 AC.= 1.74 LOTS/ACRE
ARNETT DRIVE 277.25 L.F.
GRANTSVILLE LANE 995.94 L.F.
HEBRON LANE 815.03 L.F.
TOTAL 1,273.19 L.F.
DESIGN SPEED LIMIT:25 M.P.H
DISTURBED AREA
SECTION 5 10.906 Ac.
Map Unit: MmA - Miami silt loam, 0 to 2 percent slopes, gravelly substratum
MmA-Miami silt loam, 0 to 2 percent slopes, gravelly substratum
This well drained soil has a watertable at a depth greater than 40 inches and is on uplands. Slopes are
0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately
low organic matter content (1.0 to 3.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in
the most restrictive layer above 60 inches. Available water capacity is moderate (7.7 inches in the
upper 60 inches).The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness is a
management concern for crop production.
Map Unit: OcB2 - Ockley silt loam, 2 to 6 percent slopes, eroded
OcB2 - Ockley silt loam, 2 to 6 percent slopes, eroded
This gently sloping, deep, well drained soil is mostly on broad outwash terraces. It is also on small
knobs on uplands. The mapped areas on terraces are mostly elongated and range from 3 to 40 acres in
size. The mapped areas on uplands are irregular in shape and range from 3 to 15 acres in size. Slopes
are short.
Map Unit: FxC3- Fox loam, 8 to 18 % slopes, severely eroded
FxC3 - Fox loam, 8 to 18 % slopes, severely eroded
This moderate sloping, well-drained soil is on side slopes adjacent to drainageways on terraces and in
domelike areas on uplands. It is moderately deep over sand and gravelly sand. Permeability is
moderate in the subsoil and rapid in the underlying material. Available water capacity is low. This
soil has moderate limitations for urban development (Slope). Features that adversely affect
engineering uses of this soil are moderate frost action, moderate shrink-swell potential, moderate
permeability in the subsoil and very rapid permeability in the under lying material. Topsoil should
be stockpiled for use in exposed areas.
SOILS MAP
SCALE: 1"=1000'
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The Ridge at the Legacy
Section 5
A subdivision of part of the Northeast Quarter of Section 22, Township 18 North, Range 4 East, Clay Township, Hamilton County, Indiana,
more particularly described as follows:
Commencing at a point on the Southwest corner of the boundary of The Ridge of the Legacy, Section 4 recorded as Instr. #2018007311, Plat
Cabinet #5, Slide #803 in the Office of the Recorder for Hamilton County, Indiana, said point also be the POINT OF BEGINNING of this
description; thence North 90 degrees 00 minutes 00 seconds East 1,174.73 feet; thence South 00 degrees 00 minutes 00 seconds East 517.77
feet; thence South 89 degrees 37 minutes 22 seconds West 1,174.17 feet; thence North 00 degrees 03 minutes 48 seconds West 525.50 feet to
the place of beginning, containing 14.064 acres, more or less, subject to all legal highways, rights-of-ways, easements, and restrictions of
record.
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942C100Know what's
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BENCHMARKS
A STANDARD USGS DISK IN CONCRETE STAMPED "95 RHP 752 1951" AT THE
NORTHWEST CORNER OF 146TH STREET AND NORFOLK AND WESTERN RAILROAD,
18.5 FEET NORTH OF THE CENTERLINE OF 146TH STREET.
ELEVATION: 751.46' (NGVD 1929)
TBM 2 (TSC PROJECT NUMBER 5271.002):
TOP OF THE WEST ANCHOR BOLT ON METAL TRAFFIC POLE, SW. QUADRANT OF
146TH STREET AND RIVER ROAD.
ELEVATION: 760.79' (NGVD 1929)
S & A TEMPORARY BENCHMARKS:
TBM 1
A BRONZE DISC SET IN THE EASTERN HEADWALL OF A CULVERT, 2.5 FEET SOUTH OF
THE NORTH END OF HEADWALL, SAID CULVERT IS ALONG RIVER ROAD AND 1100
FEET + NORTHEAST OF THE ENTRANCE TO PRAIRIE TRACT ELEMENTARY SCHOOL.
DISC STAMPED "HAM 25 1964"
ELEVATION: 749.52' (NGVD 1929)
TBM 2
A COPPERWELD AT THE RADIUS POINT OF ARCADIAN COURT.
ELEVATION: 771.54' (NGVD 1929)
TBM 3
A RAILROAD SPIKE SET 1 FOOT UP ON THE SOUTH SIDE OF POWER POLE NUMBER HM
14261, 20 FEET SOUTH OF SOUTH CURB OF 146TH STREET, 1150 FEET + EAST OF
CHERRY TREE ROAD.
ELEVATION: 785.49' (NGVD 1929)
TBM 4
A RAILROAD SPIKE SET 1 FOOT UP ON THE SOUTH SIDE OF POWER POLE NUMBER HM
14273, 20 FEET SOUTH OF SOUTH CURB OF 146TH STREET, 630 FEET + WEST OF
GREYLAN PLACE.
ELEVATION: 759.73' (NGVD 1929)
TBM 5
A COPPERWELD AT THE CENTERLINE INTERSECTION OF SETTLER'S RIDGE AND
STAGHORN COURT.
ELEVATION: 757.78' (NGVD 1929)
TBM 6
A COPPERWELD AT THE CENTERLINE INTERSECTION OF SETTLER'S RIDGE AND
PLANTATION LANE.
ELEVATION: 773.87' (NGVD 1929)
TBM 7
A COPPERWELD AT THE RADIUS POINT OF PECOS COURT.
ELEVATION: 770.76' (NGVD 1929)
TBM 8
A COPPERWELD AT THE CENTERLINE INTERSECTION OF CHERRY TREE ROAD AND
KLINGENSMITH BLVD.
ELEVATION: 773.68' (NGVD 1929)
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES,
NAD83.
HORIZONTAL CONTROL/COORDINATE:
℄ MONUMENT N: 1728602.73 E: 221845.61
ALICE PAUL LANE & KNIGHTSTOWN WAY
℄ MONUMENT N: 1727940.59 E: 221845.61
JAMES DEAN DRIVE & KNIGHTSTOWN WAY
℄ MONUMENT N: 1727368.59 E: 222151.58
CUL-DE-SAC BEN KINGSLEY COURT
GV
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
UTILITY CROSSINGS
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE ARE NO CROSSING CONFLICTS. CONFLICTS THAT ARE
DISCOVERED AFTER CONSTRUCTION BEGINS ARE SOLELY
THE CONTRACTOR'S RESPONSIBILITY.
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES,
THE EXPENSE OF SUCH RELOCATION SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES
SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED
RIGHT-OF-WAY.
STORM WATER CONTROLS SHOWN ON
THE INITIAL SWPPP (C300) SHOULD BE
INSTALLED AS SOON AS PRACTICAL.
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF
GRASS AND WEEDS ON THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: RESIDENTIAL
EAST: RESIDENTIAL
SOUTH: GRASS/WEEDS
WEST: RESIDENTIAL
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL
ELEVATIONS. NGVD29 - 0.43' = NAVD88"
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C100 Topographical Survey.dwg - C100Modified / By: August 16, 2018 9:16:08 AM / jwillisPlotted / By: September 18, 2018 2:02:42 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SITE DEVELOPMENT PLANC200 REVISED PER THE CITY OF CARMELJAWKnow what's
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CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C200 Site Development Plan.dwg - C200Modified / By: September 18, 2018 5:15:54 PM / jwillisPlotted / By: September 19, 2018 8:39:46 AM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
EARTHWORK:
1. EXCAVATION
A. Excavated material that is suitable may be used for fills. All unsuitable material and all
surplus excavated material not required shall be removed from the site.
B. Provide and place any additional fill material from offsite as may be necessary to produce
the grades required on plans. Fill obtained from offsite shall be of quality as specified for
fills herein and the source approved by the Developer. It will be the responsibility of the
Contractor for any costs for fill needed.
2. REMOVAL OF TREES
A. All trees and stumps shall be removed from areas to be occupied by a road surface or
structure area. Trees and stumps shall not be buried on site.
3. PROTECTION OF TREES
A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of
value and worth which do not impair construction of improvements as designed.
B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted
with respect to protective measure to be taken, if any, to preserve such trees.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil
removal shall be to a minimum depth of 6 inches or to the depth indicated in the
geotechmical report provided by the Developer to be excavated or filled. Topsoil should be
stored at a location where it will not interfere with construction operations. The topsoil shall
be free of debris and stones.
5. UTILITIES
A. Rules and regulation governing the respective utility shall be observed in executing all work
under this section.
B. It shall be the responsibility of the Contractor to determine the location of existing
underground utilities 2 working days prior to commencing work. For utility locations to be
marked call Toll Free 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana.
6. SITE GRADING
A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project
area to subgrade as shown on the drawing.
B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All
other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings
at top and bottom of banks and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated
above, so that field measurements and spot elevations can be verified by the Engineer. The
Contractor shall not remove his equipment from the site until the Engineer has verified that
the job meets the above tolerance.
FORM\EARTHWRK
RISER TC (SEE SUB-SURFACE DRAIN PLAN SHEET C602)
6" DUAL WALL, HANCOR
HI-Q TYPE 4 SSD
4" SSD TO LOT
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL
COMMON AREAS)
ADA RAMP TO BE INSTALLED
DENOTES REAR FLOOD PROTECTION GRADE
LOT NUMBER
PAD ELEVATION
DENOTES FRONT FLOOD PROTECTION GRADE
PROPOSDED 6" UNDERDRAINS
MINIMUM FINISH FLOOR ELEVATION IS BASED OFF OF
THE BELOW
1. (1') ABOVE THE NEAREST UPSTREAM OR
DOWNSTREAM SANITARY MANHOLE, WHICHEVER
IS LOWEST.
2. 15" (1.25') ABOVE THE ROAD ELEVATION
3. 6" (0.5') ABOVE THE MLAG
MINIMUM LOWEST ADJACENT GRADE (FLOOD
PROTECTION)
848.0
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XXX.X
XXX.X
STORM SEWER FOR THIS PROJECT WILL BE PUBLIC.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL
BE RCP CLASS III.
ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND
BRIDGE ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE
INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO
IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND
BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO
ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY
LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED
IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE
COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES
AND BRIDGES WILL BE BORNE BY THE DEVELOPER.
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY
RIGHT-OF-WAY SHALL CONFIRM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR
SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR
THE CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK
WITHIN THE EXITING AND PROPOSED RIGHT-OF-WAY.
STRUCTURE TABLE AND PIPE TABLE
INFO INCLUDES CHERRY CREEK
BOULEVARD DEVELOPMENT BY
OTHERS. REFERENCE SHEETS C600'S
FOR PROPOSED STORM DATA.
DRAINAGE SUMMARY
Site Acreage=11.53 ac.
Offsite/Upstream Acreage= 0 ac.
Allowable Release Rate Western System:
10yr = 12.64 c.f.s. 100yr = 37.92 c.f.s.
Post Developed Release Rates:
10yr-11.04 cfs 100yr=24.69 cfs
This section drains to existing Detention Basin (DD #2) and proposed
Vegetative Swale 5 (VS5), to be designed and built by others. These
basins are part of the overall Western Drainage System per the approved
Post Construction Storm Water Master Plan (Sept. 2012). Basin VS5
will outlet to Existing Storm Structure #139, joining the drainage from
Existing Detention Basin DD2 before ultimately outletting to the
Haverstick residential development drainage system. Please refer to the
Master Plan for overall release rates.
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942EMERGENCY FLOOD ROUTE PLANC201Know what's
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55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C202 Emergency Flood Route.dwg - C201Modified / By: September 17, 2018 8:15:39 AM / bhuffPlotted / By: September 18, 2018 2:03:38 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
EMERGENCY FLOOD ROUTING
EMERGENCY OVERFLOW PONDING
(FOR 100 YEAR STORM ASSUMING ALL INLETS ARE
COMPLETELY CLOGGED.)
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942C300 REVISED PER THE CITY OF CARMELJAWKnow what's
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55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C300Modified / By: August 16, 2018 9:51:30 AM / jwillisPlotted / By: September 18, 2018 2:04:47 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
FOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
ED FLEMING
PHONE: (317) 654-7301
NOTE:
1. ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
IN THE FIELD BY THE INSPECTOR.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN
STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF
TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER.
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE
TO DEWATERING SHALL OUTLET THROUGH
EXISTING VEGETATION OR FILTER BAGS THAT
WILL NOT ADVERSELY IMPACT STORM WATER
QUALITY.
The following is a list in sequence of construction activities to control soil erosion:
1. The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on
the site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hours
prior to start of construction.
2.)ROORZLQJWKHUHTXLUHGSUHFRQVWUXFWLRQPHHWLQJWKHFRQWUDFWRUVKDOOFRQVWUXFWWKH³SRVWLQJLQIRUPDWLRQ
FHQWHU´RQWKHVRXWKZHVWVLGHRIWKHSURSRVHGFRQVWUXFWLRQVWDJLQJDUHD7KHORFDWLRQRIWKHSRVWLQJ
information center is shown on Sheet C300-C301. The posting information center is the location where a
copy of the approved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance
Logs are to be located. The contractor shall proceed to construct the construction entrance after all posting
requirements have been met.
3. Immediately following the installation of the construction entrance, the contractor shall construct the
maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C304.
4. After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout
area per the specifications on Sheet C304. Concrete washout shall not be required if concrete truck is
equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal.
5. Prior to any earth moving the contractor shall install all silt fence as shown on Sheets C300 & C301. The
details and specifications for silt fence installation are located on Sheet C304.
6. The construction of Cherry Creek Boulevard in the middle of this project will commence at the same time as
the development of this project. Erosion control measures should be coordinated between two contractors
per both sets of construction documents.
7. The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown on
Sheet C300. The details and specifications for the drop inlet baskets and fiber mats on Sheet C304.
8.:KHQWKH³H[LVWLQJ´VLWHFRQVWUXFWLRQOLPLWVDUHFRPSOHWHO\VWDELOL]HGWKHFRQWUDFWRUVKDOOVWDUWVWULSSLQJWKH
existing top soil within the construction limits.
9. The contractor shall proceed to grade the site. The material to grade the site shall be excavated per the
proposed cut & fills as shown on Sheet C200 & C201.
10. Contractor shall cut proposed swales. Swales shall be seeded and mulched immediately upon completion.
11. The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C302. The
details and specifications for the erosion control blanket can be found on Sheet C305.
12. Contractor shall excavate around existing manholes #742 and #743 and expose the proposed connection
point for the gravity sanitary sewer for this project.
13. The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings
are encountered.
14. Contractor shall install water main. The trench area shall be seeded and mulched immediately following the
installation of the water main.
15. The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method
chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to
leaving the site.
16. Contractor shall install all concrete roll curb.
17. Contractor shall install all asphalt pavement.
18. Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the
contractor to ensure that the trench area is seeded and mulched immediately following the installation of each
utility.
19. The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other
areas that are illustrated on Sheet C302. The seed mixture and rate can be found on Sheet C302.
20. The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized.
After the inspector approves the site conditions the contractor shall remove all temporary erosion control
practices.
21. The post-construction erosion control practices then become the responsibility of the developer of this
project.
22. The developer of this project shall continue to monitor this site for good house keeping on the
post-construction BMP's until a NOT is filed with IDEM.
LEGEND
Denotes Tree Preservation Fence
Denotes Silt Fence
Denotes Construction Limits
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
Temporary "Drop Inlet Protection Basket", "Sediment Control
Devices"
Seeding rate:
Seeding mixture:
50#/acre
100% perennial rye
TP TP TP
SF SF SF
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50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
NOTE:
1. ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
IN THE FIELD BY THE INSPECTOR.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN
STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF
TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER.
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE
TO DEWATERING SHALL OUTLET THROUGH
EXISTING VEGETATION OR FILTER BAGS THAT
WILL NOT ADVERSELY IMPACT STORM WATER
QUALITY.
LEGEND
Denotes Silt Fence
Denotes Construction Limits
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
Temporary "Drop Inlet Protection Basket", "Sediment Control Devices"
Seeding rate:
Seeding mixture:
50#/acre
100% perennial rye
A9.Specific Points Where Stormwater Discharge Will Leave this Site:
To proposed Detention basins VS5, then to VS4 then to DD8 then to DD1
which then outlets to the existing pond to the Southwest in the Haverstick
Subdivision which then outlets to the Elizabeth Warner Drain before
ultimately entering the White River.
SF SF SF
DATE MARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942C301 REVISED PER THE CITY OF CARMELJAW55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C301Modified / By: August 16, 2018 9:51:30 AM / jwillisPlotted / By: September 18, 2018 2:04:38 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAWFOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
ED FLEMING
PHONE: (317) 654-7301
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942C302 REVISED PER THE CITY OF CARMELJAWKnow what's
R
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C302Modified / By: August 16, 2018 9:51:30 AM / jwillisPlotted / By: September 18, 2018 4:05:43 PM / Brett HuffREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
NOTE:
1. ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
IN THE FIELD BY THE INSPECTOR.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN
STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF
TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER.
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE
TO DEWATERING SHALL OUTLET THROUGH
EXISTING VEGETATION OR FILTER BAGS THAT
WILL NOT ADVERSELY IMPACT STORM WATER
QUALITY.
LEGEND
Denotes Construction Limits
Denotes permanent seeding & mulch areas
Seeding rate:
Seeding mixture:
l30#/acre or 3#/l000 S.F.
25% creeping red fescue
35% perennial rye
40% Kentucky bluegrass
Denotes seeding w/fiber blanket #S75 by North American Green
Seeding rate:
Seeding mixture:
ll0#/acre or 2.5#/l000 S.F.
38% Kentucky 3l fescue
l9% perennial rye
l9% annual rye
l4% orchard grass
l0% Kentucky bluegrass
Denotes temporary seeding & mulching.
Seeding rate:
Seeding mixture:
50#/acre
100% perennial rye
FOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
ED FLEMING
PHONE: (317) 654-7301
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942C303
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C303Modified / By: August 16, 2018 9:51:30 AM / jwillisPlotted / By: September 18, 2018 2:04:01 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAWFOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
ED FLEMING
PHONE: (317) 654-7301
PLATINUM PROPERTIES MANAGEMENT COMPANY, LLC
INDIANAPOLIS, INDIANA 46256
9757 WESTPOINT DRIVE
SUITE 600
CONTACT: ED FLEMING
PHONE: (317) 654-7301
SITE NAME
PROJECT LOCATION
The property is located South of 146th Street and the West of River Road
/DWLWXGH
1/RQJLWXGH
:
OWNER'S INFORMATION
1.) WATERSHED HYDROLOGIC UNIT CODE (HUC)
05120201090010 White River
13.) MATERIAL HANDLING AND SPILL PREVENTION PLAN
2.) LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH POST-CONSTRUCTION
STORMWATER QUALITY MEASURE
5.) DESCRIPTION OF OPERATION AND MAINTENANCE GUIDELINES FOR ALL POST-CONSTRUCTION
STORMWATER QUALITY MEASURES
3.) SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION
Please see construction sequence. Also the stormwater quality will be handled with Dry Detention Basins, Rain Gardens, Vegetated
Swales and Wet Ponds along with Proposed Sump Catch Basins for this Section and such measures will be in conjunction with the
projects Water Quality and O&M manuals along with the "Overall Drainage and Water Quality Master Plan" prepared for The
Legacy, East Carmel, LLC prepared by Williams Creek Consulting, Inc., (approval to be implemented with subsequent
construction).
For Post Construction Storm Water Quality measures please see the O&M manual for this project along with the "Overall
Drainage and Water Quality Master Plan" prepared for The Legacy, East Carmel, LLC prepared by Williams Creek Consulting,
Inc., (approval to be implemented with subsequent construction).
Post Construction Storm Water Quality operations and maintenance for Sump Catch basins will be in conjunction with the project's
Water Quality and O&M manuals along with the "Overall Drainage and Water Quality Master Plan" prepared for The Legacy, East
Carmel, LLC prepared by Williams Creek Consulting, Inc., (approval to be implemented with subsequent construction).
2.) NAME OF ALL RECEIVING WATERS
3.) PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10 year)
Post-construction 10-year discharge: 12.6 cfs
4.) SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THIS SITE
There should be no potential discharges into the groundwater on this site.
5.) LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER (abandoned wells or sinkholes)
6.) SOILS MAP WITH DESCRIPTIONS AND LIMITATIONS
Soil information from the Hamilton County Soil Survey is shown on Sheet C304. This includes a copy of
the soil map, descriptions of the soils and a description of how this site will accommodate existing soil limitations.
7.) DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
The following potential pollutant sources may be associated with construction activities on site:
1. Material storage areas (more specifically described below)
2. Construction waste material
3. Fuel storage areas and fueling stations
4. Exposed soils
5. Leaking vehicles and equipment
6. Sanitary waste from temporary toilet facilities
7. Litter
8. Windblown dust
9. Soil tracking off site from construction equipment
The following construction materials will be staged or stored on site at various points during
development of the site.
1. Structural fill
2. Road base
3. Concrete drainage pipe
4. Concrete culverts
5. Precast concrete manholes
Silt fences shall be installed with the contour of the slopes.
Max. Slope Length above Silt Fence (Ft.) Land Slope %
100
75
50
25
15
< 2
2-15
5-10
10-20
7-20
8.) TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES
b. For dimensions of these measures see Sheets C300 & 301.
d. For Construction details for these measures see Sheet 304.
a. Construction entrance will be in place prior to this phase of construction. Entrance is shown for
reference on Sheets C300 & C301. The contractor has the option to use one of several storm
sewer inlet protection methods, depending on the inlet location and the stage of construction.
Refer to Sheets C300 & C301 for locations and refer to Sheet C304 for details. Manufactured
products such as the Dandy Bag or Catch-All products may also be used at the contractor's
discretion. Manufactured products shall be installed in accordance with the manufacturer's
specifications.
c. Existing detention basins shall be used to extend detention times to achieve stormwater quality. Turf Reinforcement mats with transition mats
will be used at each of the stormwater outlets where not connecting into existing manholes. Erosion control blankets will be utilized as
grade-stabilization structures. Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be
installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt fencing will be utilized to minimize runoff from
construction areas as identified on Sheets C300 & C301.
e. Monitoring and maintenance guidelines:
9.) GENERAL CONSTRUCTION SEQUENCE
None.
10.) LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS
11.) TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON
Refer to Sheet C304 within the Seasonal Soil Protection Chart.
12.) EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS
14.) OPERATOR'S INFORMATION
SWPPP FOR CONSTRUCTION SITES
SWPPP FOR POST-CONSTRUCTION
1.) DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE
4.) STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE
ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS
Stormwater quality measures will be in conjunction with the projects Water Quality and O&M manuals along with the "Overall
Drainage and Water Quality Master Plan" prepared for The Legacy, East Carmel, LLC prepared by Williams Creek Consulting, Inc.,
(approval to be implemented with subsequent construction).
Solid Waste Disposal
No solid material, including building materials, is permitted to be discharged to surface waters or
buried on site. All solid waste materials, including disposable materials incidental to the
construction activity, must be collected in containers or closed dumpsters. The collection
containers must be emptied periodically and the collected material hauled to a landfill permitted by
the State and/or appropriate local municipality to accept the waste for disposal. Dumpsters and
A foreman or supervisor should be designated in writing to oversee, enforce, and instruct
construction workers on proper solid waste procedures.
Hazardous Waste
Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes.
All hazardous waste materials will be disposed in the manner specified by federal, state, or local
regulations or by the manufacturer.
Use containment berms in fueling and maintenance areas and where potential for spills is high.
A foreman or supervisor should be designated in writing to oversee, enforce and instruct
construction workers on proper hazardous waste procedures. The location of any hazardous waste
storage areas should be indicated on the stormwater pollution prevention plan by the operator
following on-site location of the facility.
port-o-lets are not to be placed in the street.
Dust Control/Off-site Vehicle Tracking
During construction, water trucks should be used, as needed, by each contractor or subcontractor
to reduce dust. After construction, the site should be stabilized to reduce dust.
Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or
equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is
tracked into existing streets. If sediment escapes the construction site, off-site accumulations of
sediment must be removed at a frequency sufficient to minimize offsite impacts.
Inspection Schedule/Reporting
All impacted areas, as well as all erosion and sediment control devices, will be inspected every
seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until an NOT is
issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering
Inspections shall be conducted and a written report prepared, by a designated and qualified person
familiar with the USEPA NPDES Storm Water General Permit, and the Project.
Inspection reports shall be completed including scope of the inspection, name(s) and qualifications
of personnel making the inspection, the date of the inspection, observations relating to the
implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance
noted during the inspection. The inspection report should state whether the site was in compliance
or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection
reports on site and permanently for a period of two years following construction. The on-site
reports may be requested by inspections conducted by the local MS-4.
Construction Entrance
Locations where vehicles exit the site shall be inspected for evidence of off-site sediment tracking.
Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance
and other controls.
Material Storage Inspections
Inspectors must evaluate areas used for storage of materials that are exposed to precipitation.
The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot
discharge from storage areas. Off-site material storage areas used solely by the subject project
are considered to be part of the project and must be included in the erosion control plans and the
site inspection reports.
Soil Stabilization Inspections
Erosion and Sediment Control Inspections
All controls should be inspected at least once every seven (7) calendar days and following any
storm event of 0.5 inch or greater. The following is a list of inspection/maintenance practices that
will be used for specific controls:
1. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re-anchored.
2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfall
event.
3. Mulching: Inspected for thin or bare spots caused by natural decomposition or weather-related
events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform
protection.
4. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the
height of the fence.
5. Stabilized Construction Entrance: Periodic regrading and top dressing with additional stones.
6. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is
established. Establish a watering and fertilizing schedule.
7. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to
stormwater shall be prevented from becoming a pollutant source for stormwater discharges through
screening of outfalls and daily pickup of litter.
In the event that sediment escapes the construction site, off-site accumulations of sediment must
be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the
situation where sediment has washed into the street and could be carried into the storm sewers by
the next rainfall and/or pose a safety hazard to users of public streets.
Material Handling and Spill Prevention
Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In
the event of a spill of a hazardous substance, the operator is required to notify the National
Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall
submit a written description of the release (including the type and amount of material released, the
date of the release, the circumstances of the release, and the steps to be taken to prevent future
spills) to the local MS-4.
Compliance of the site with the General Construction Permit remains the responsibility of all
operators that have submitted an NOI until such time as they have submitted a Notice of
Termination (NOT). The permittee's authorization to discharge under the General Construction
Permit terminates at midnight of the day the NOT is signed.
All permittees must submit an NOT within thirty (30) days after one or more of the following
conditions have been met:
1. Final stabilization has been achieved on all portions of the site for which the permittee was
responsible.
2. Another operator/permittee has assumed control over all areas of the site that have not been
finally stabilized.
3. In residential construction operations, temporary stabilization has been completed and the
residence has been transferred to the homeowner.
The proposed land use will consist of single family residential houses. The pollutants and sources
of each pollutant normally expected from these types of land uses are listed below:
Pollutant Source: Passenger vehicles, delivery vehicles, and trucks
Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and
lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass,
metal and plastic fragments, grit, road de-icing materials
Pollutant Source: Residence
Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof
drainage, aggregate or rubber fragments from roofing system
Pollutant Source: Trash dumpster
Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated
with distributions operations), uneaten food products, bacteria
Pollutant Source: Roadway
Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing
surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching),
pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments,
wind-blown litter from off-site sources, and elevated water temperatures from contact with
impervious surfaces
Pollutant Source: Lawn and landscape areas
Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticides
The anticipated pollution sources are the vehicles that will use these future facilities, including both
truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, antifreeze and other
pollutants associated with vehicular traffic.
Department One, Civic Square, attention Storm Water Administrator.
Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all
proposed roads are covered with pavement. And the remainder of the site has a stand of vegetation with at least 70% of the background
vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will
water, fertilize, and reseed disturbed areas as needed to achieve this goal.
10. Concrete wash-out
11. Groundwater Chemical oxygen demand and Iron.
Spill Response Directions
Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In
the event of a spill of a hazardous substance, the operator is required to notify the National
Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall
submit a written description of the release (including the type and amount of material released,
the date of the release, the circumstances of the release, and the steps to be taken to prevent
future spills) to the local MS-4. In the event of small spills, please contact the construction
supervisor. In the event of spills that require removal of soils or other materials, please contact
the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. In
the event of spills that have potential groundwater or surface water contamination, please
contact the construction supervisor, developer, County Surveyor's Office, Local Emergency Response,
IDEM, and the City of Carmel Utility Department.
Hamilton County Surveyor: 317-776-8495
Carmel Fire Department: 317-571-2600
IDEM: 317-356-2411
Carmel Utilities: 317-571-2645
To proposed Detention basins VS5, then to VS4 then to DD8 then to DD1 which then outlets to the existing
pond to the Southwest in the Haverstick Subdivision which then outlets to the Elizabeth Warner Drain before
ultimately entering the White River.
Local Emergency Response: 911
This project includes the construction of 19 lots in Section Five of The Ridge at Legacy . Section Five consists of approximately 10.906 acres.
Construction will include pad grades for the buildings, associated roadways, landscaping, and drainage infrastructure.
Falcon Nest II, LLC
1356 Beverly Road
Mclean, VA 22101
Contact: Raja Zumot
Zoning-PUD Ordiance #Z-501-07
a. Inlets/Sump Catch Basins - The proposed inlets will prevent large debris such as paper, trash and construction material from entering
the storm sewer. The sump catch basins (Str. #871, 874, 878, 883, 886, 889) are storm structures constructed with a sump which
serves as a sediment storage basin that can be accessed and cleaned out when necessary. The inlet castings are also stamped with an
environmental protection stamp informing the public not to pollute the environment. Inlets and inlet castings specifications can be
found on Sheet C801.
1. The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on
the site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hours
prior to start of construction.
2.)ROORZLQJWKHUHTXLUHGSUHFRQVWUXFWLRQPHHWLQJWKHFRQWUDFWRUVKDOOFRQVWUXFWWKH³SRVWLQJLQIRUPDWLRQ
FHQWHU´RQWKHVRXWKZHVWVLGHRIWKHSURSRVHGFRQVWUXFWLRQVWDJLQJDUHD7KHORFDWLRQRIWKHSRVWLQJ
information center is shown on Sheet C300-C301. The posting information center is the location where a
copy of the approved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance
Logs are to be located. The contractor shall proceed to construct the construction entrance after all posting
requirements have been met.
3. Immediately following the installation of the construction entrance, the contractor shall construct the
maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C304.
4. After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout
area per the specifications on Sheet C304. Concrete washout shall not be required if concrete truck is
equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal.
5. Prior to any earth moving the contractor shall install all silt fence as shown on Sheets C300 & C301. The
details and specifications for silt fence installation are located on Sheet C304.
6. The construction of Cherry Creek Boulevard in the middle of this project will commence at the same time as
the development of this project. Erosion control measures should be coordinated between two contractors
per both sets of construction documents.
7. The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown on
Sheet C300. The details and specifications for the drop inlet baskets and fiber mats on Sheet C304.
8.:KHQWKH³H[LVWLQJ´VLWHFRQVWUXFWLRQOLPLWVDUHFRPSOHWHO\VWDELOL]HGWKHFRQWUDFWRUVKDOOVWDUWVWULSSLQJWKH
existing top soil within the construction limits.
9. The contractor shall proceed to grade the site. The material to grade the site shall be excavated per the
proposed cut & fills as shown on Sheet C200 & C201.
10. Contractor shall cut proposed swales. Swales shall be seeded and mulched immediately upon completion.
11. The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C302. The
details and specifications for the erosion control blanket can be found on Sheet C305.
12. Contractor shall excavate around existing manholes #742 and #743 and expose the proposed connection
point for the gravity sanitary sewer for this project.
13. The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings
are encountered.
14. Contractor shall install water main. The trench area shall be seeded and mulched immediately following the
installation of the water main.
15. The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method
chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to
leaving the site.
16. Contractor shall install all concrete roll curb.
17. Contractor shall install all asphalt pavement.
18. Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the
contractor to ensure that the trench area is seeded and mulched immediately following the installation of each
utility.
19. The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other
areas that are illustrated on Sheet C302. The seed mixture and rate can be found on Sheet C302.
20. The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized.
After the inspector approves the site conditions the contractor shall remove all temporary erosion control
practices.
21. The post-construction erosion control practices then become the responsibility of the developer of this
project.
22. The developer of this project shall continue to monitor this site for good house keeping on the
post-construction BMP's until a NOT is filed with IDEM.
(1) To proposed ditch in middle of proposed Cherry Creek Boulevard
which ultimately outlets to the White River.
THE RIDGE AT LEGACY, SECTION FIVE
The area scheduled for construction is known as "The Ridge at Legacy, Section Five (hereinafter referred to as the "Project").
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942C304
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C304Modified / By: August 16, 2018 9:51:30 AM / jwillisPlotted / By: September 18, 2018 2:04:21 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAWFOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
ED FLEMING
PHONE: (317) 654-7301
STABILIZATION
PRACTICE
PERMANENT
SEEDING
DORMANT
SEEDING
SEEDING
SODDING
MULCHING
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC.
A *///////////* *///>
B > B >
E *////////* >
F** *//////////////* >
G >
SEASONAL SOIL PROTECTION CHART
MAINTENANCE
1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED
REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE
FOR THE NEXT RAIN.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
BARRELS, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE
THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE.
#4 GAGE WIRE
FILTER FABRIC
YARD
GRASS
SILT PROTECTION FOR
DITCH GRATE (NEENAH
R-4342) CASTINGS.
CASTING
DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER.
INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED.
AFTER ALL AREAS DRAINING TO THESE AREAS
AFTER ALL AREAS DRAINING TO THESE AREAS
REMOVAL OF SILT FENCE
REMOVAL OF INLET PROTECTION
ARE STABILIZED
ARE STABILIZED
INLET PROTECTION AFTER EACH INLET IS PLACED
N/A
N/A
INSPECT AFTER EACH STORM EVENT.
THE AREA, AND RE-LAY AND STAPLE THE BLANKET.
DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET.
IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED
AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY
PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE-FERTILIZING, OVER - OR RE-
SEEDING AND MULCHING AFTER RE-PREPARING THE SEEDBED.
INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED.
(CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH-GREEN SEEDLINGS;
UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE
PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.)
PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS.
IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11-B SHOWS ONLY WHEAT/RYE FALL SEEDED.)
INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE-
CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY.
TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCH
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS,
BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR
INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE
REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
EROSION CONTROL MATTING AFTER FINISH GRADING
PERMANENT SEEDING
TEMPORARY SEEDING
AFTER FINISH GRADING
AFTER ROUGH GRADING
RECOMMENDATIONS.
SEED IF NECESSARY.
SILT FENCE PRIOR TO CLEANING AND GRADING
IS CAUSING THE FABRIC TO BULGE.
AFFECTED PORTION IMMEDIATELY.
INSTALLATION SEQUENCE
STONE ENTRANCE
EROSION CONTROL MEASURE
PRIOR TO CLEANING AND GRADING
EROSION CONTROL NOTES
TOPDRESS WITH CLEAN STONE AS NEEDED.
MAINTENANCE
Rule 5 requires all disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weather
conditions prevent rapid germination of grass, then 2t/ac mulch will be used to ensure ground stabilization requirements
are met.
A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.:
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20lbs>/AC.
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC.
B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.:
C = SPRING OATS 3 BUSHEL/ACRE
D = WHEAT OR RYE 2 BUSHEL/ACRE
E = ANNUAL RYEGRASS 40 lbs./AC. (1 lb./1000 sq. ft.)
F = SOD
G = STRAW MULCH 2 TONS/ACRE-ANCHOR ALL MULCH BY CRIMPING OR
*///* = IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT.
** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
TACKIFYING
Curb inlet protection mat
Plastic washers on ties
CURB INLET PROTECTION DETAIL
NOT-TO-SCALE
Plastic washers on ties
Runoff
accumulated sediments after every storm.
Inspect and repair as needed, and remove any1.
Seedbed Preparation for Permanent Seeding
1. Test soil to determine pH and nutrient levels. (Contact you county SWCD or
Cooperative Extension office for assistance and soils information, including available testing services.)
2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations.
3. Fertilize as recommended by the soil test. If testing was not done, consider applying 400-600 lbs./acre of 12-0-12
analysis, or equivalent, fertilizer. Do not use phosphorous containing fertilizer (12-12-12) unless soil tests show a
phosphorous deficency.
4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2-4 in. deep with a disk or rake
operated across the slope.
SILT FENCE INSTALLATION & SPECIFICATIONS
STORM WATER POLLUTION & PREVENTION NOTES:
(A) All storm water quality measures, including erosion and sediment control, necessary to comply
with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection
(b).
(B) Provisions for erosion and sediment control on individual building lots regulated under the
original permit of a project site owner must include the following requirements:
(1) The individual lot operator, whether owning the property or acting as the agent of the
property owner, shall be responsible for erosion and sediment control requirements associated
with activities on individual lots.
(2) Installation and maintenance of a stable construction site access.
(3) Installation and maintenance of appropriate perimeter erosion and sediment control
measures prior to land disturbance.
(4) Sediment discharge and tracking from each lot must be minimized throughout the land
disturbing activities on the lot until permanent stabilization has been achieved.
(5) Clean-up of sediment must be redistributed or disposed of in a manner that is in
compliance with all applicable statutes and rules.
(6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with
temporary or permanent surface stabilization.
(7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or
this rule will be achieved when the individual lot operator:
(A) completes final stabilization; or
(B) has installed appropriate erosion and sediment control measures for an individual lot prior to
occupation of the home by the homeowner and has informed the homeowner of the requirement for,
and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when:
(A) all land disturbing activities have been completed and a uniform (for example, evenly
distributed, without large bare areas) perennial vegetative cover with a density of seventy percent
(70%) has been established on all unpaved areas and areas not covered by permanent structures, or
equivalent permanent stabilization measures have been employed; and
(B) construction projects on land used for agricultural purposes are returned to its preconstruction
agricultural use or disturbed areas, not previously used for agricultural production, such as filter
strips and areas that are not being returned to their preconstruction agricultural use, meet the final
stabilization requirements in clause (A).> o o o> o o oCURB INLET PROTECTION> o o oSIDE-
WALK
CONSTRUCTION.
DRAINAGE SWALE
SIDE YARD
AREA TO BE TOP-
SOILED, SEEDED,
AND MULCHED
BY OWNER AT
COMPLETION OF
UTILIZATION
PERMANENT SEEDING
SOIL SALVAGE AND
PROTECTION
TOPSOIL
STOCKPILE
ENTRANCE/ EXIT
CONSTRUCTION
EXISTING CURB AND GUTTER
STREET
GARAGE
HOUSE
DROP INLET
PROTECTION
GRAVEL ENTRANCE/
EXIT PAD
CURB INLET
SILT FENCING
TREE CONSERVATION
DROP INLET
PROTECTION
CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES
STOCKPILE
SUBSOIL
REAR YARD
> o o o> o o oDRAINAGE SWALE
PLAN LEGEND
FINISHED DRAINAGE
EXISTING DRAINAGE
PROPERTY LINE/
DRAINAGE SWALE
EROSION CONTROL
STORM WATER POLLUTION & PREVENTION DETAIL
NOT-TO-SCALE
GROWTH IS NOT
PALIMAR IS TO BE
USED IF GRASS
POSSIBLE.
BASKET
INDIVIDUAL LOT
NOTES:
1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED
THROUGHOUT CONSTRUCTION.
2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE.
3. CONTRACTOR TO CLEAN STREETS WHEN DIRT AND CONSTRUCTION DEBRIS IS EVIDENT.
4. PERIMETER PROTECTION SHOULD BE INSTALLED BEFORE EXCAVATION OF
BASEMENT/FOUNDATION HAS BEGUN. PERIMETER PROTECTION ON LOTS SHALL REMAIN IN PLACE
UNTIL THE LOT IS STABILIZED WITH AT LEAST 70% COVER. ALL TRASH AND CONSTRUCTION
DEBRIS SHALL BE DISPOSED PROPERLY INTO AN ENCLOSED WASTE RECEPTACLE.
OF EVERY WORK DAY
TO BE CLEANED AT END
CONCRETE WASHOUT SHALL NOT
BE REQUIRED IF CONCRETE TRUCK IS
EQUIPPED WITH A SELF-CONTAINED
CHUTE WASH SYSTEM, SIMILAR TO
SYSTEM PROVIDED BY ENVIROGUARD,
OR APPROVED EQUAL.
Curb Inlet Protection Mats
The Mat is designed to be attached over the top of the curb inlet grate with plastic cable ties (75# strength Min.). The overall
dimension of the mat shall allow for 2" beyond the water inlet perforations in the casting. The exception to this would be along the
top where the grate shall be exposed to allow overflow during heavy storm events. The composite curb inlet protection mat shall be
a machine-produced mat of 100% coconut fiber matrix incorporated into a permanent three-dimensional matting. There shall be 2
layers of matrix evenly distributed across the entire width of the matting. There shall be 4 layers of super heavy duty UV stabilized
polypropylene net with 0.5"x0.5" openings and 2 layers ultra heavy duty UV stabilized dramatically corrugated(crimped)
intermediate polypropylene netting with 0.5"x0.5" openings. The mat shall be stitched with UV stabilized polypropylene at 1.50"
spacing. This device should be used in conjunction with other BMP's to maximize the efficiency of the erosion control plan.
The mats are to be checked every two weeks and after every storm event for maintenance and/or repair and replacement.
NOT-TO-SCALE
CONSTRUCTION ENTRANCE DETAIL
20
150
8
TYPICAL FLAT/RECTANGULAR/ROLLED CURB
INLET FILTER
TYPICAL CURB BOX
INLET FILTER TYPICAL ROUND
INLET FILTER
2-PLY REPLACEABLE SEDIMENT BAGS
WITH GEOTEXTILE FILTER FABRIC
LIFT HANDLES
STAINLESS
STEEL
CLAMPINGBAND
REAR CURB GUARD FLAP
WITH MAGNETIC TIE-DOWNS
INSTALLATION:
1.
2.
REMOVE GRATE
DROP FLEXSTORM INLET FILTER ONTO
LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
3. REPLACE GRATE
STANDARD 2"
OVERFLOW AREA 11 GAUGE STEEL SUSPENSION SYSTEM
CURB INLET SEDIMENT CONTROL DEVICE OR
ACCEPTABLE DEVICE BY CITY OF CARMEL WITH IN PUBLIC
RIGHT OF WAY
NTS
CONCRETE WASHOUT DETAIL
NOT-TO-SCALE
AROUND ENTIRE PERIMETER
HAY BALES STACKED
LINE ENTIRE WASHOUT WITH
IMPERMEABLE POLY-LINER. HAY BALESSTACKED 2 HIGHEXCAVATE 1.0'
INTO GROUND
ANCHOR PLASTIC LINING
OVER TOP OF BALES WITH
STAKES
SIGN TO DESIGNATE AREA AS
A WASHOUT FACILITY
NOTE: FACILITY TO BE LOCATED AWAY FROM STREAMS, PONDS, OR
OTHER DRAINAGE WAYS.
15.0'12.0'LINE ENTIRE WASHOUT WITH
IMPERMEABLE POLY-LINER.
NOTE: CONCRETE WASHOUT SHALL NOT BE REQUIRED IF CONCRETE
TRUCK IS EQUIPPED WITH SELF-CONTAINED CHUTE SYSTEM, SIMILAR TO
SYSTEM PROVIDED BY ENVIROGUARD, OR APPROVED EQUAL.
Map Unit: MmA - Miami silt loam, 0 to 2 percent slopes, gravelly substratum
MmA-Miami silt loam, 0 to 2 percent slopes, gravelly substratum
This well drained soil has a watertable at a depth greater than 40 inches and is on uplands. Slopes are
0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately
low organic matter content (1.0 to 3.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in
the most restrictive layer above 60 inches. Available water capacity is moderate (7.7 inches in the
upper 60 inches).The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness is a
management concern for crop production.
Map Unit: OcB2 - Ockley silt loam, 2 to 6 percent slopes, eroded
OcB2 - Ockley silt loam, 2 to 6 percent slopes, eroded
This gently sloping, deep, well drained soil is mostly on broad outwash terraces. It is also on small
knobs on uplands. The mapped areas on terraces are mostly elongated and range from 3 to 40 acres in
size. The mapped areas on uplands are irregular in shape and range from 3 to 15 acres in size. Slopes
are short.
Map Unit: FxC3- Fox loam, 8 to 18 % slopes, severely eroded
FxC3 - Fox loam, 8 to 18 % slopes, severely eroded
This moderate sloping, well-drained soil is on side slopes adjacent to drainageways on terraces and in
domelike areas on uplands. It is moderately deep over sand and gravelly sand. Permeability is
moderate in the subsoil and rapid in the underlying material. Available water capacity is low. This
soil has moderate limitations for urban development (Slope). Features that adversely affect
engineering uses of this soil are moderate frost action, moderate shrink-swell potential, moderate
permeability in the subsoil and very rapid permeability in the under lying material. Topsoil should
be stockpiled for use in exposed areas.
SOILS MAP
SCALE: 1"=1000'
SECTION "Z"-"Z"
#53 STONE
6" MIN.
3:1
LINE WITH GEOTEXTILE WOVEN FABRIC
FUELING & VEHICLE MAINTENANCE AREA
NOT-TO-SCALE
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
SECTION "Z"-"Z"
#53 STONE
6" MIN.
3:1
LINE WITH GEOTEXTILE WOVEN FABRIC
FUELING & VEHICLE MAINTENANCE AREA
NOT-TO-SCALE
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942C305
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C300 Storm Water Poll. & Prev. Plan.dwg - C305Modified / By: August 16, 2018 9:51:30 AM / jwillisPlotted / By: September 18, 2018 2:04:07 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAWFOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
ED FLEMING
PHONE: (317) 654-7301
1-1/2'1-1/2'
1 STAPLE
PER SQ. YD.PER SQ. YD.
1-1/2 STAPLES
PER SQ. YD.
2 STAPLES
PER SQ. YD.
3.5 STAPLES
FT.
150
200
250
100
50
25
75
225
275
A B C D
A
A
B
B
175
125
C
C C
C
B B
D
4:1 3:1 2:1 1:1 LOW MED/HIGH
FLOW
CHANNEL CHANNEL
FLOW
AND
SHORELINESLOPE GRADIENTSLOPE LENGTHSTAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
GREEN EROSION CONTROL BLANKETS. STAPLE
PATTERNS WILL VARY DEPENDING UPON SLOPE
LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE
ANNUAL RAINFALL.
20"
2'4'4'
3'
2'
4'
3'
3'
6'6'
3'3'
STAPLE PATTERN GUIDE
EROSION CONTROL BLANKET
TOP VIEW
NOT-TO-SCALE
VARIES
LENGTH AND WIDTH OF TRANSITION
MAT NOTED IN PLAN VIEWS AT EACH
LOCATION BASED ON PIPE DISCHARGE
FLOWS.RCP STORM SEWERSCOUR STOP, GEORUNNER, SHOREMAX OR APPROVED EQUAL
NOT-TO-SCALE
TRANSITION MAT
TRANSITION MAT ON TOP OF TRM
ADJACENT TO END OF PIPE TO
ENSURE STABILIZATION.
SEE DETAIL SHEET C302.
"E" STAPLE PATTERN TO BE
USED FOR TURF
REINFORCEMENT MAT
NOT-TO-SCALE
TURF REINFORCEMENT MAT "E" STAPLE PATTERN
REF. PLAN
REF. PLANDRY BASIN4' BOTTOMWIDTH
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC400Know what's
R
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C400 Street Plan & Profile.dwg - C400Modified / By: August 8, 2018 8:35:46 AM / JwillisPlotted / By: September 18, 2018 2:05:31 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE
STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS
NOTES:
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE
COVER ALONG ANY PART OF THE PIPE FROM THE
FINAL PAVEMENT ELEVATION TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
ALL PAVING WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE
DEPARTMENT OF ENGINEERING.
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC401Know what's
R
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C400 Street Plan & Profile.dwg - C401Modified / By: August 8, 2018 8:35:46 AM / JwillisPlotted / By: September 18, 2018 2:05:46 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE
STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS
NOTES:
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE
COVER ALONG ANY PART OF THE PIPE FROM THE
FINAL PAVEMENT ELEVATION TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
ALL PAVING WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE
DEPARTMENT OF ENGINEERING.
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC402Know what's
R
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C400 Street Plan & Profile.dwg - C402Modified / By: August 8, 2018 8:35:46 AM / JwillisPlotted / By: September 18, 2018 2:06:00 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAWTHERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE
STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS
NOTES:
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE
COVER ALONG ANY PART OF THE PIPE FROM THE
FINAL PAVEMENT ELEVATION TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
ALL PAVING WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE
DEPARTMENT OF ENGINEERING.
50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942TRAFFIC CONTROL PLANC403
Know what's
R
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C400 Street Plan & Profile.dwg - C403Modified / By: August 8, 2018 8:35:46 AM / JwillisPlotted / By: September 18, 2018 2:06:10 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
PUD - STANDARD SIGN -1
STOP SIGN -1 (R1-1)
SPEED LIMIT SIGN -3 (R2-1)
NO PARKING SIGN -2 (R8-3)
STREET LIGHT -5
NOTE:
ALL TRAFFIC CONTROL AND ADVISORY SIGNS
MUST CONFORM TO ALL MUTCD STANDARDS
INCLUDING BUT NOT LIMITED TO DIMENSIONS OF
SIGN, GRADE, PAINT COLOR, REFLECTIVITY,
HEIGHT, DISTANCE BETWEEN SIGN AND OBSTACLE
(I.E. CROSSWALK, INTERSECTION, ETC.) AND
SEPARATION BETWEEN SIGN AND TRAVELED
ROADWAY
ALL REGULATORY SIGNS WILL REQUIRE AN
ORDINANCE BEFORE THEY ARE ENFORCED.
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942PAVING POLICYC404
Know what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017
SECTION FOURFile Name:S:\55115PLA-R5\DWG\C405 Paving & Concrete Curb Policies.dwg - C404Modified / By: June 22, 2018 8:33:34 AM / jmcwhorterPlotted / By: September 18, 2018 2:07:48 PM / Jennifer Willis06/23/17REVISED PER TAC COMMENTSPDR1) General
A) The work subject to the requirements of this policy shall include the production,
hauling/delivery, spreading, finishing, compaction and other work necessary to
prepare foundations, install aggregate bases and install one or more courses of base,
intermediate, or surface hot mix asphalt mixtures within existing or proposed
right-of-way for roadways, auxiliary lanes and asphalt multi-use paths.
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 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:
a) 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.
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.
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.
A) Soil Subgrades
i) Subgrades shall be prepared 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 hot mix asphalt pavements 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 any
aggregate base or hot mix asphalt paving operations commence.
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 stone or is subject to a measurable rain event prior to placing stone, shall
be subject to additional proof rolls prior to placement of the Aggregate Base.
A) Existing Pavement
i) Milling of existing pavement surfaces shall be in accordance with Section 306.02,
306.03, 306.05, 306.07 and 306.08 of the Standard Specifications.
ii)Localized weak areas of the existing pavement section uncovered during the
milling process shall be repaired in accordance with Section 304.02, 304.03,
304.05 or 305 of the Standard Specifications.
iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of
all material, debris and dust resulting from the operation.
iv) Milled areas that remain open to traffic longer than those times stipulated in
Section 306.05 of the Standard Specifications shall be subject to liquidated
damages outlined in Section 306.05 of the Standard Specifications. The Contractor
shall be responsible for payment of these liquidated damages.
2)Aggregate Bases
A) General
i) This work shall consist of placing a compacted aggregate 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 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 prepared foundations 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 foundation 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) Subsequent paving courses 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 subsequent paving courses shall be subject to inspection and acceptance by the
Engineer. At the discretion of the Engineer, additional proof rolls may be required.
3) Asphalt Pavement
A) General
i) This work shall consist of placing one or more courses of base, intermediate, or
surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance
with Section 105.03 of the Standard Specifications.
ii)HMA base, intermediate, or surface mixtures shall be constructed on prepared
foundations and to thicknesses equal or greater than those indicated on the
approved construction documents.
iii) Materials used in the production of the HMA mixtures shall be in accordance
with Section 401.03 of the Standard Specifications.
iv) Equipment for HMA operations, including but not limited to production,
hauling/transportation, laydown, compaction and miscellaneous/ancillary activity
shall be in accordance with Section 409 of the Standard Specifications.
v)Installation of the full pavement section indicated on the approved construction
documents for the entire area to be paved must be completed in the same paving
season.
vi) Widening operations shall comply with the following:
(1) The outside face of the excavated area shall be left as nearly vertical as the
nature of the material will permit and not wider than the outside limits of the
widening section.
(2) The existing pavement adjacent to the widening area shall be sawcut to a
clean edge.
(3) The subgrade in the widened area shall be compacted in accordance with this
policy.
(4) Widening mixtures shall comply with the pavement section indicated on the
approved construction documents.
(5) Compaction of the widening shall be in accordance with Section 304.05 of
the Standard Specifications.
A) Preparation
i) The 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 3D(iii) of this policy. Unacceptable areas shall
be corrected to the satisfaction of the Engineer before any paving operations
commence.
ii)All displacement or rutting of the Aggregate Base shall be repaired prior to placing
HMA mixtures.
iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the
Standard Specifications.
iv) Asphalt surfaces between courses shall be tacked in accordance with Section
406 of the Standard Specifications.
v)Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked
in accordance with Section 406 of the Standard Specifications.
vi) Surfaces on which a mixture is placed shall be free from objectionable or
foreign materials at the time of placement.
vii) Tack Coat material shall be distributed with equipment meeting the
requirements of Section 409.03(a) of the Standard Specifications.
B) Weather and Seasonal Limitations
i) HMA courses shall be placed when the ambient temperature and the temperature
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shall determine the ambient temperature. There shall be no provision for low
temperature compaction allowed by Section 402.16 of the Standard Specifications.
ii)No mixture shall be placed on a frozen subgrade.
iii) Under no circumstances shall HMA mixtures be placed between December
15 and March 30.
iv) If a foundation that is to receive one or more courses of base, intermediate,
or surface HMA mixtures is placed and determined to be an approved foundation
by the City prior to November 30, placement of HMA courses will be allowed up
to December 15, provided that the ambient and foundation 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 foundation surface temperature complies with the requirements
of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be
allowed to be placed on an approved foundation 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 paving 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 HMA
placement, spreading and finishing.
C)Spreading and Finishing
i) HMA courses shall be placed upon an approved foundation or other HMA course
by means of laydown equipment in accordance with Section 409.03(c) of the
Standard Specifications.
ii)Segregation or flushing or bleeding of HMA mixtures will not be permitted.
Corrective action shall be taken to prevent continuation of these conditions.
Segregated or flushed or bleeding HMA mixtures shall be removed if directed.
iii) All areas showing an excess or deficiency of binder shall be removed and
replaced.
iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in
any way defective shall be removed and replaced.
D) Joints
i) Joints shall conform to the requirements of Section 401.15 of the Standard
Specifications.
E)Compaction
i) The HMA mixture shall be compacted with equipment in accordance with Section
409.03(d) of the Standard Specifications immediately after the mixture has been
spread and finished.
ii)Rollers shall not cause undue displacement, cracking, or shoving.
2)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) 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.
E)Where the Engineer determines that is necessary to confirm compliance with
standards of quality or thickness, pavements shall be cored and tested at the expense
of the Contractor. The average thicknesses of all courses must equal or exceed the
minimum prescribed by the approved construction documents, and no single core
shall show a deficiency greater than one half inch (1/2") in any course or total
thickness from the pavement section indicated on the approved construction
documents.
F)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.
G) 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.
H) 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.
I) 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.
3) Acceptance
A) Before acceptance of any phase of construction, 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.
(1)
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942CONCRETE CURB POLICYC405
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017
SECTION FOURFile Name:S:\55115PLA-R5\DWG\C405 Paving & Concrete Curb Policies.dwg - C405Modified / By: June 22, 2018 8:33:34 AM / jmcwhorterPlotted / By: September 18, 2018 2:07:56 PM / Jennifer Willis06/23/17REVISED PER TAC COMMENTSPDR1) 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 proposes 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 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 extrude type curb be installed with 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
Specificaitons.
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 proof roll 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 proof roll, 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
Standards 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 of
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.
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. There shall be no provision for installation
below the temperatures specified.
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 place,
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(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 may be sawed or
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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.
A)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 5-days prior
to commencing backfilling operations adjacent to the concrete curbing.
B)Backfilling
i) The spaces adjacent to the concrete curb shall be backfilled in accordance
with Section 605.04(g) of the Standard Specifications onlyt he 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 proof rolls with the Engineer a minimum of
48-hours in advance of such proof rolls.
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.
W W
20' B.L.
L.C.A. #16 WWW*
W W W W
VAR. D.U.&S.S.E&S.L.M.A.E.
20' D.U.&S.S.E.
5+68
777.67
5+00
776.87
4+25
775.99
4+50
776.28
4+75
776.585+25
777.165+52.24
777.48
777.02
5+13.11
776.70 776.37
4+85.33 4+57.541.17%
R10'
R
5
'33' R/W24' B-BW W W W W W W W W W W W W W W W
WWWWWWWWWWWW*
**
**
*
L.C.A. #13 L.C.A. #14
30' D.&U.E
VAR. D.U.&S.S.E&S.L.M.A.E.
VAR. D.U.&S.S.E&S.L.M.A.E.
VAR.
D.U.&S.S.E&S.L.M.A.E.&B.M.P.
50' R/W
30' B-B
33' R/W24' B-B33' R/W24' B-B1+00
772.20
0+25
771.39
0+50
771.62
0+75
771.91
1+25
772.49
GRD.CHG.
0+27.00
771.35 0+00
771.91
1+00
771.78
0+25
771.39
0+50
771.49
0+75
771.64
1+25
771.73
GRD.CHG.
0+27.00
771.35
HP
1+07.73
???0+00771.551+00772.210+25770.050+50770.611+25772.671+50773.131+75773.59GRD.CHG.0+23.63770.02GRD.CHG.0+74.63771.69GRD.CHG.0+35.38770.32GRD.CHG.0+55.00770.71GRD.CHG.0+95.38772.13R18'R18'1+17.00772.52-3.14%-3.14%-1.54%
-1.5
4
%
771.56 771.47
0+45.00 0+35.00 771.41 771.46
0+36.68 0+45.00
-1.99%-1.99%-1.83%-1
.83%1.84%5.00%2.00%2.55%-6.47%-2.08%1.17%
-2.08%0.60%-0.36%2.08%-2.0
0
%
-2.00%
-2.00%
-2.0
0
%
W W W W W W W W
VAR. B.L.4+29767.703+00
770.68
4+00768.352+75
770.83
3+25
770.53
3+50
770.15
3+75769.424+25767.79GRD.CHG.4+23.62767.82GRD.CHG.4+02.00768.25R20'R2
0
'
R15'
R7'
770.23
3+45.90
-2.00%-2.08%-5.00%-0.60%33' R/W24' B-B-2.00%-2.00%-
4
.
1
7%
-4.17%-4.17%-1.16%
-1.1
6
%
W W W W W W W W W
118119
VAR. D.U.&S.S.E.33' R/W24' B-B4+29767.703+00
771.75 4+00768.352+75
771.92
3+25
771.34
3+50
770.62
3+75769.604+25767.79GRD.CHG.4+23.62767.82GRD.CHG.4+02.00768.25-2.08%-2.00%-5.00%-0.60%R20'R20'R15
'
3+45.90
770.76
-1.80%-1.80%-5.94%-5.94%-5.94%-1
.80%
-1.8
0
%R7'
W W W W W W W W W W W W W W W W WWW
*
20' D.U.&S.S.E.
121
122
123
*
*
*
VAR. D.U.&S.S.E&S.L.M.A.E.
VAR. D.U.&S.S.E&S.L.M.A.E.
VAR.
D.U.&S.S.E&S.L.M.A.E.&B.M.P.
VAR. D.U.&S.S.E&S.L.M.A.E.0+00771.551+00
772.98
0+25
772.29
0+50
772.66
0+75
772.96
1+25
772.83
HP
0+89.13
773.01 0+25770.060+50770.61GRD.CHG.0+74.63771.69GRD.CHG.0+35.37770.32GRD.CHG.0+55.00770.71GRD.CHG.0+23.62770.020+00
771.91
1+00
772.97
0+25
772.29
0+50
772.66
0+75
772.96
1+25
772.82
HP
0+88.73
773.00-6.48%2.55%2.00%5.00%2.08%R18'
R1
8
'
1.50%-0.60%1.50%-0.60%33' R/W24' B-B33' R/W24' B-B-4.73%-4.73%-2
.00%
-2.00
%
-4.7
3
%
-4
.73%-2.00%-2.00%
W W W W W W
20' B.L.
125
W
W
W
W
VAR. B.L.VAR. D.U.&S.S.E.3+86770.603+00
771.78
2+25
772.23
2+50
772.08
2+75
771.933+25
771.453+50771.103+75770.75GRD.CHG.
3+02.95
771.76-1.41%-0.60%
-0
.
7
0%
-0.70%
-2.60%
-2
.
6
0%-2.60%-2.00%-2.00%770.993+57.8633' R/W24' B-BR20'R2
0
'
R15'R7'DATE MARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942INTERSECTION DETAILSC405
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C406 Intersection Details.dwg - C405Modified / By: September 5, 2018 7:02:09 AM / jmcwhorterPlotted / By: September 18, 2018 2:08:56 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAWGRAPHIC SCALE
( IN FEET )
1" = 20 FT
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SANITARY SEWER PLAN & PROFILEC500Know what's
R
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C500 Sanitary Sewer Plan & Profile.dwg - C500Modified / By: August 7, 2018 3:53:19 PM / jwillisPlotted / By: September 18, 2018 2:09:50 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
UTILITY CROSSINGS
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE ARE NO CROSSING CONFLICTS. CONFLICTS THAT ARE
DISCOVERED AFTER CONSTRUCTION BEGINS ARE SOLELY
THE CONTRACTOR'S RESPONSIBILITY.
DENOTES FULL DEPTH
GRANULAR BACKFILL
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
MIN. SLOPES PER THE TEN STATE STANDARDS SHALL
PREVAIL IN ALL CASES.
THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED
PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS.
THERE ARE TO BE NO WATER VALVES OR MANHOLES
WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE
EXCEPTION OF CURB INLETS.
INSTALL A TRACER WIRE WITH ALL MAINS AND SERVICE
CONNECTIONS.
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE
COVER ALONG ANY PART OF THE PIPE FROM THE
FINAL PAVEMENT ELEVATION TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET.
REFER TO THIS SHEET FOR SANITARY TRENCH DETAIL
WITHIN CITY RIGHT-OF-WAY.
CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE
PROPERLY SEALED, CORED-DRILLED INSTALLATIONS.
NOTE:
ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR MINUS
ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE, AND ARE TO BE
ESTABLISHED UTILIZING 1-4" RISER RING, NO MORE NO LESS, ON
EACH STRUCTURE.
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SANITARY SEWER PLAN & PROFILEC501Know what's
R
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C500 Sanitary Sewer Plan & Profile.dwg - C501Modified / By: August 7, 2018 3:53:19 PM / jwillisPlotted / By: September 18, 2018 2:09:37 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
NOTE:
ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR MINUS
ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE, AND ARE TO BE
ESTABLISHED UTILIZING 1-4" RISER RING, NO MORE NO LESS, ON
EACH STRUCTURE.
UTILITY CROSSINGS
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE ARE NO CROSSING CONFLICTS. CONFLICTS THAT ARE
DISCOVERED AFTER CONSTRUCTION BEGINS ARE SOLELY
THE CONTRACTOR'S RESPONSIBILITY.
DENOTES FULL DEPTH
GRANULAR BACKFILL
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
MIN. SLOPES PER THE TEN STATE STANDARDS SHALL
PREVAIL IN ALL CASES.
THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED
PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS.
THERE ARE TO BE NO WATER VALVES OR MANHOLES
WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE
EXCEPTION OF CURB INLETS.
INSTALL A TRACER WIRE WITH ALL MAINS AND SERVICE
CONNECTIONS.
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE
COVER ALONG ANY PART OF THE PIPE FROM THE
FINAL PAVEMENT ELEVATION TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET.
REFER TO THIS SHEET FOR SANITARY TRENCH DETAIL
WITHIN CITY RIGHT-OF-WAY.
CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE
PROPERLY SEALED, CORED-DRILLED INSTALLATIONS.
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER PLAN & PROFILEC600Know what's
R
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C600 Storm Sewer Plan & Profile.dwg - C600Modified / By: September 17, 2018 5:18:24 PM / jwillisPlotted / By: September 18, 2018 2:10:33 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT
UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART
OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP
OF THE PIPE BE LESS THAN 2.5 FEET.
UTILITY CROSSINGS
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE ARE NO CROSSING CONFLICTS. CONFLICTS THAT ARE
DISCOVERED AFTER CONSTRUCTION BEGINS ARE SOLELY
THE CONTRACTOR'S RESPONSIBILITY.
STORM SEWERS
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE
PRIOR FIELD APPROVAL FROM A DESIGNATED
REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO
SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD
DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE
GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR
GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS
INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS
IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE
DESIGN
STORM SYSTEM
STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
DENOTES FULL DEPTH
GRANULAR BACKFILL
(SEE RCP TRENCH DETAIL 10-31 ON SHEET C801
FOR MATERIAL AND SPECIFICATIONS.)
NOTES:
ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS
ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING
NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE.
ALL YARD INLETS ARE TO BE CONSTRUCTED AT A
TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE.
ALL STORM SEWER CASTINGS SHALL BE LABELED
"DUMP NO WASTE-DRAINS TO WATERWAY"
ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE
WALL SMOOTH BORE PERFORATED (HDPE) PIPE.
DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED
INLETS.
FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE
DETAIL D-18 ON SHEET C801.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL
BE RCP CLASS III.
FOR INSTALLATION OF STORM UNDER CITY STREETS AND
COVER REQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH
DETAIL.
ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS
6+$//%(&216758&7(':,7+$72/(5$1&(2))7
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER PLAN & PROFILEC601Know what's
R
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C600 Storm Sewer Plan & Profile.dwg - C601Modified / By: September 17, 2018 5:18:24 PM / jwillisPlotted / By: September 18, 2018 2:10:51 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT
UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART
OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP
OF THE PIPE BE LESS THAN 2.5 FEET.
UTILITY CROSSINGS
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE ARE NO CROSSING CONFLICTS. CONFLICTS THAT ARE
DISCOVERED AFTER CONSTRUCTION BEGINS ARE SOLELY
THE CONTRACTOR'S RESPONSIBILITY.
STORM SEWERS
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE
PRIOR FIELD APPROVAL FROM A DESIGNATED
REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO
SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD
DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE
GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR
GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS
INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS
IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE
DESIGN
STORM SYSTEM
STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
DENOTES FULL DEPTH
GRANULAR BACKFILL
(SEE RCP TRENCH DETAIL 10-31 ON SHEET C801
FOR MATERIAL AND SPECIFICATIONS.)
NOTES:
ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS
ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING
NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE.
ALL YARD INLETS ARE TO BE CONSTRUCTED AT A
TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE.
ALL STORM SEWER CASTINGS SHALL BE LABELED
"DUMP NO WASTE-DRAINS TO WATERWAY"
ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE
WALL SMOOTH BORE PERFORATED (HDPE) PIPE.
DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED
INLETS.
FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE
DETAIL D-18 ON SHEET C801.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL
BE RCP CLASS III.
FOR INSTALLATION OF STORM UNDER CITY STREETS AND
COVER REQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH
DETAIL.
ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS
6+$//%(&216758&7(':,7+$72/(5$1&(2))7
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SUB-SURFACE DRAIN PLANC602AS BUILTSCCEKnow what's
R
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C600 Storm Sewer Plan & Profile.dwg - C602Modified / By: September 17, 2018 5:18:24 PM / jwillisPlotted / By: September 18, 2018 2:11:00 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942WATER PLANC700
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C700 Water Plan.dwg - C700Modified / By: August 1, 2018 4:36:26 PM / jwillisPlotted / By: September 18, 2018 2:01:35 PM / Jennifer WillisREVISED PER TAC COMMENTS08/08/18JAW50'25' 50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
M
PROPOSED HYDRANT
W/6" VALVE
VALVE
BLOW OFF ASSEMBLY
REDUCER
EX. WATER METER
EX. WATER VALVE
EX. FIRE HYDRANT
LEGEND
NOTES:
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER
REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700.
THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR
SIDEWALK WITH THE EXCEPTION OF CURB INLETS.
ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A
4" PVC PIPE WITH A PAINTED BLUE TOP.
POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS
MUST BE INSTALLED AT ALL MECHANICAL JOINTS.
ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE
TRENCH TO 12" ABOVE THE PIPE
INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE
MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID,
ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL
SPECIFICATIONS
FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET
CROSSINGS
FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE
FIRE HYDRANT.
ONLY MUELLER HYDRANTS AND VALVES MAY BE USED.
LENGTH OF IPE TO BE RESTRAINED
PRESSURE PIPE JOINT RESTRAINT TABLE
IN EACH DIRECTION FROM 1/4 OF BEND
BASED ON 150 psi TEST PRESSURE
DEGREE OF
BEND
& PLUGS
7((6
6" 8" 10" 12" 14" 16" 18" 20" 24" 30"
27' 35' 42' 50' 58' 65' 73' 80' 95' 115'
7' 9' 11' 13' 15' 17' 19' 21' 24' 29'
3' 4' 5' 6' 7' 8' 9' 10' 12' 14'
2' 2' 3' 3' 4' 4' 4' 5' 6' 7'
RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH
RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE
FIELD LOK GASKET SYSTEM.
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE
MINIMUM LENGTHS THE DESIGN ENGINEER SHALL
DETERMINE IF LONGER LENGTHS ARE REQUIRED.
Know what's
R
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SANITARY SEWER DETAILSC800
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C800 Construction Details.dwg - C800Modified / By: August 7, 2018 4:47:00 PM / jwillisPlotted / By: August 8, 2018 3:47:04 PM / Jennifer WillisAPPROVAL PENDING - NOT FOR CONSTRUCTIONREVISED PER TAC COMMENTS08/08/18JAW24"
28-1/2"
1"
26"7"1-1/2"36"
SANITARY MANHOLE R-1642A
NOT-TO-SCALE
W5.00'5.00'
The Contractor shall be required to furnish the
developer's Engineer with a set of prints,
marked in red pencil, showing actual sewer
location and invert, to include lateral location,
depth and length. Such asbuilt prints must be
received by the Engineer before the final
contract payment can be authorized. The
sanitary sewer laterals and stubs termination
shall be indicated on the surface with a metal
fence post set immediately above the said
termination point.
5) Manholes shall be air tested in accordance with ASTM C1244-93, Standard Test Method for Concrete Manholes by the
Negative Air Pressure (Vacuum) Test.
IDEM SANITARY SEWER SPECIFICATIONS
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER DETAILSC801
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C800 Construction Details.dwg - C801Modified / By: August 7, 2018 4:47:00 PM / jwillisPlotted / By: August 8, 2018 3:47:13 PM / Jennifer WillisAPPROVAL PENDING - NOT FOR CONSTRUCTIONREVISED PER TAC COMMENTS08/08/18JAW LABELED "DUMP NO WASTE".
NOTE: ALL CASTINGS SHALL BE
*NOTE TO CONTRACTOR:
THE CITY OF CARMEL REQUIRES
DOUBLE WALL HANCOR HI-Q SSD
PIPE OR EQUAL TO BE USED.
1.
2.
NOTES:
The storm sewer system shall be constructed per design specified and as approved by the City of
Carmel on the final approved construction plans. Deviations from the approved design shall only
be permitted due to special circumstances or difficulty during construction and will require prior
field approval from a designated representative of the City of Carmel in addition to supplemental
approval by the design engineer. An explanation of any such deviation shall be included as a
requirement on as-built/record drawings submitted for release of performance guarantees. Approved
design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow
capacity) shall require as-built certification at the time of construction, prior to backfilling the pipe.
The contractor is instructed to as-built each section of storm pipe as it is being installed to ensure
compliance with the design plans and as approved by the City of Carmel.
All storm sewers shall be constructed with reinforced concrete pipe Class III or as noted and
conform to A.S.T.M. C-76 or latest revision. All manholes shall be precast concrete construction in
accordance with State of Indiana Specifications and shall have Type "A" cast iron ring and cover.
"A"
DIA. WALL G or T WT. SEC A B C D E DIA. +1 R-1 R-2 SKIRT
12 2 1 1/2 530 4 24 48 1/8 72 7/8 24 13 10 1/16 9 3 1/2
15 2 1/4 2 740 6 27 46 73 30 16 12 1/2 11 3 1/2
18 2 1/2 2 1/2 990 9 27 46 73 36 19 15 1/2 12 4
21 2 3/4 2 1/4 1280 9 35 38 73 42 22 16 1/8 13 4
24 3 2 1/2 1520 9 1/2 43 1/2 30 73 1/2 48 25 16 11/16 14 4 1/2
27 3 1/4 2 1/2 1930 10 1/2 48 25 1/2 73 1/2 54 28 17 3/4 14 1/2 4 1/2
30 3 1/2 3 2190 12 54 19 3/4 73 3/4 60 31 18 5/16 15 5
33 3 3/4 3 3/8 3150 13 1/3 58 1/2 39 1/4 97 3/4 66 34 23 3/4 17 1/2 5 1/2
36 4 3 1/2 4100 15 63 34 3/4 97 3/4 72 37 24 1/16 20 5 1/2
42 4 1/2 3 3/4 5380 21 63 35 98 78 43 27 1/4 22 5 1/2
48 5 4 1/4 6550 24 72 26 98 84 49 28 1/8 22 5 3/4
54 5 1/2 4 3/4 8040 27 65 35 100 90 55 32 7/8 24 6 1/4
60 6 5 8750 30 60 39 99 96 61 36 3/4 24 6 3/4
66 6 1/2 5 1/2 10630 24 78 21 99 102 67 35 11/16 24 7 1/4
72 7 6 12520 34 78 21 99 108 73 38 5/8 24 7 3/4
78 7 1/2 6 1/2 14430 24 78 21 99 114 79 41 15/16 24 8 1/2
84 8 7 16350 24 78 21 99 120 85 44 13/16 24 9WALLEDDIA.SKIRT
C B
DIA. +1ADIA.WALLWALL0.0704'WALL
R-
2
1
1
2"
RR-1
DIA.
1
1
2"
RR-1
DIA.
1/32 TAPER PER
INCH PER SIDE
"A"
"B"
"B"
HORIZONTAL FLARE
VERTICAL FLARE
SECTION B-B SECTION A-A
(TONGUE-INLET END)
(GROOVE-OUTLET END)
NOTES:
MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF
A.S.T.M. SPECIFICATION C76.
PRECAST CONCRETE END
SECTION DETAIL
NOT-TO-SCALE
CONC. PIPE
REINFORCED
CONCRETE BASE
WEEP HOLES
FOR CASTING TYPES
SEE STRUCTURE DATA CHART
FINISH GRADE
2'-0"
4"
VARIES
0'-3" MIN.
2.5'
MIN.
NOT-TO-SCALE
YARD INLET CATCH BASIN
DETAIL
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET DETAILSC802REV. CROSS SLOPE OF FRONTAGE ROADS TO 3%BAH55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C800 Construction Details.dwg - C802Modified / By: August 7, 2018 4:47:00 PM / jwillisPlotted / By: August 28, 2018 3:28:07 PM / Brett HuffAPPROVAL PENDING - NOT FOR CONSTRUCTIONREVISED PER TAC COMMENTS08/08/18JAWTRANSVERSE CONTRACTION JOINTS
TOP OF CURB
CURB JOINT DETAIL
MAX. 50'
TRANSVERSE EXPANSION JOINTS
PAVEMENT
*****
*****
BOTTOM OF CURB
WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND
CONTRACTION JOINTS SHALL BE PLACED AT THE SAME LOCATIONS AS IN THE
PAVEMENT SLABS. THE CURB AND GUTTER SHALL BE TIED TO THE PAVEMENT BY
1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE
PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION
JOINTS SHALL BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT
TO EXCEED 50 FEET. CONTRACTION JOINTS ON TANGENT SECTIONS SHALL BE
INSTALLED AT 10 FOOT MAX. SPACING. CONTRACTION JOINTS ON RADII SHALL BE
INSTALLED AT 5 FOOT MAX. SPACING.
MAX. 50'*****
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE
TOP OF THE TINSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS
(ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART
OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE
BE LESS THAN 2.5 FEET.
*
NOTE:
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW
THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN
STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE
DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND
PROPOSED CITY RIGHT-OF-WAY.
NOTE:
ALL PAVING IS TO BE COMPLETED IN
ONE PAVING SEASON.
The Contractor shall be responsible for verifying that all
state highways, city, and county permits have been obtained
by the developer prior to start of construction.
4" MIN. GRANULARMATERIAL
SIDEWALK 4" THICK
SLOPE 1/4" FT.
STONE BASE TOEXTEND UNDER CURB
TYPICAL STREET CROSS-SECTION THE LEGACY PUD
NOT-TO-SCALE
SLOPE 1/4" FT.
MIN. 3" TOPSOIL
SLOPE: 1/4" / FT.
COMPACTED
SUBGRADE
ROLL CURB & GUTTERTYPE I
4" MIN. GRANULARMATERIAL
SIDEWALK 4" THICK
STONE BASE TOEXTEND UNDER CURB
50' R/W
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
30'-0"
5'-0"5'-0"
2'-0"
13'-0"5'-0"13'-0"
2'-0"
5'-0"
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
DOUBLE WALL, HANCOR HI Q
**R/W LINER/W LINEDIMENSIONS AND GRADES AS SHOWN IN
ABOVE TYPICAL SECTIONS.
STONE BASE TOEXTEND UNDER CURB
TYPICAL STREET CROSS-SECTION THE LEGACY PUD
NOT-TO-SCALE
SLOPE 1/4" FT.
MIN. 3" TOPSOIL
COMPACTED
SUBGRADE
ROLL CURB & GUTTERTYPE I
4" MIN. GRANULARMATERIAL R/W LINESIDEWALK 4" THICK
STONE BASE TO
EXTEND UNDER CURB
33' R/W
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
24'-0"
5'-0"
2'-0"
3-0"10'-0"2'-0"
*R/W LINEFOR GRANTSVILLE LANE AND HEBRON LANE
10'-0"1'-0"
SLOPE: 1/4" / FT.
SLOPE: 3.0%
SLOPE: 3.0%
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
DOUBLE WALL, HANCOR HI Q
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET DETAILSC803
55115PLA-R5THE RIDGE AT THE LEGACYJSM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/22/2018
SECTION FIVEFile Name:S:\55115PLA-R5\DWG\C800 Construction Details.dwg - C803Modified / By: August 7, 2018 4:47:00 PM / jwillisPlotted / By: August 8, 2018 3:47:30 PM / Jennifer WillisAPPROVAL PENDING - NOT FOR CONSTRUCTIONREVISED PER TAC COMMENTS08/08/18JAW