HomeMy WebLinkAboutJackson's Grant S4 As BuiltsFLOOD MAP
N.T.S.
FIRM #18057C0206F /
18057C0208F
LOCATION MAP
SCALE: 1"=1200'
JACKSON'S GRANT
SITE
116th STREETCLAY CENTER ROADSPRING MILL ROADSOILS MAP
SCALE: 1"1000'
SITESITE
SECTION 4
Map Unit: Br - Brookston silty clay loam
Br--Brookston silty clay loam
This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions. Slopes are 0 to 2
percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and has moderate or high
organic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer above 60
inches. Available water capacity is high (10.0 inches in the upper 60 inches).The pH of the surface layer in non-limed areas is 6.1 to
7.3. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage.
Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes
CrA--Crosby silt loam, 0 to 2 percent slopes
This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 2
percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content
(1.0 to 3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is
moderate (6.2 inches in the upper 60 inches).The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are
management concerns for crop production. This soil responds well to tile drainage.
MmB2 - Miami silt loam, 2 to 6 percent slopes, eroded
MmB2-Miami silt Loam, 2 to 6 percent slopes, eroded
This gently sloping, deep, well drained soil is on rises on till plains and along drainageways and streams. The mapped areas range from
3 to 50 acres in size.
In a typical profile the surface layer is dark grayish brown silt loam about 7 inches thick. The subsoil is dark yellowish brown and
brown, firm clay loam about 23 inches thick. The substratum, to a depth of 60 inches, is yellowish brown loam that contains free
carbonates. In a few areas the lower part of the subsoil is stratified sandy loam, loamy sand and sandy clay loam. The depth to till is
more than 40 inches in some areas.
Included with this soil in mapping are small areas of Crosby soils, small areas of severely eroded soils that have a surface layer of clay
loam, small areas of soils have slopes of more than 6 percent, and small areas of soils that have gravel and cobbles on the surface.
MoD3 - Miami clay loam, 12 to 18 percent
This strongly sloping, deep, well drained soil is on breaks along streams and drainageways. The mapped areas are
irregular in shape and range from 3 to 15 acres in size.
In a typical profile the surface layer is dark brown, clay loam about 5 inches thick. The subsoil is dark yellowish
brown, firm clay loam about 19 inches thick. The substratum, to a depth of 60 inches, is yellowish brown loam. In some
areas calcareous glacial till is at the surface. Cobbles and gravel are in the surface layer in most areas. In many areas the
subsoil is gravelly loam or clay loam.
Sh - Shoals silt loam
This nearly level, deep, and somewhat poorly drained soil is on floodplains. It is subject to frequent flooding. The
mapped areas are mostly elongated and are parallel to streams. Many areas are in narrow valleys along small streams.
The mapped areas range in size from 3 to 100 acres in size.
In a typical profile the surface layer is dark grayish brown silt loam about 11 inches thick. The underlying material, to
a depth of 39 inches is dark grayish brown and grayish brown, mottled silt loam and loam. Below this to a depth of 56
inches, it is gray and very dark gray sandy loam and sandy clay loam. Below this, to a depth of 60 inches, it is grayish
brown fine gravel and coarse sand. In small areas scattered throughout the county, this soil has darker surface layer; in
some of these areas it is near Ross soils. In some places the underlying material has more gravel. This soil has
carbonates throughout the profile in some areas. In some small areas in the upper reaches of small streams, this soil has
firm loam till at a depth of 45 to 60 inches. In some small areas it has less clay and more sand between a depth of 10 and
40 inches. In some areas sand and gravelly sand are at a depth of only 40 inches.
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 A. HUFF
EMAIL: BHUFF@STOEPPELWERTH.COM
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UTILITY CONTACTS:
Clay Township Regional Waste District
10701 College Avenue
Indianapolis, Indiana 46280
Carmel Water Utilities
3450 West 131st Street
Westfield, IN 46074
AT & T
240 N. Meridian St.
2nd Floor, Room 280
Indianapolis, Indiana 46220
Brighthouse Networks
3030 Roosevelt Avenue
Indianapolis, Indiana 46218
Indianapolis Power & Light Company
3600 North Arlington Avenue
Indianapolis, Indiana 46218
Vectren Energy
16000 Allisonville Road
Noblesville, Indiana 46060
FLOOD STATEMENT
THIS SITE DOES LIE WITHIN A FLOODWAY OR FLOOD PLAIN
PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED
MY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT #07-760
ZONING = SILVARA PUD
TOTAL SITE DISTRUBANCE = 15.5 Acres
OPERATING AUTHORITY
CITY OF CARMEL (317) 571-2441
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
1" = 300 FT
Developed by:
Jacksons Grant Real Estate Co., LLC
13578 East 131st Street
Suite 200
Fishers, Indiana 46037
Phone: (317) 770-1818
Fax: (317) 770-1819
Contact Person: DOUG WAGNER
Senior Vice President
email: dwagner@republicdev.com
INDEX
SHT.DESCRIPTION
C001 COVER SHEET
C100-C101 TOPOGRAPHICAL SURVEY
C200-C203 SITE DEVELOPMENT PLAN
EMERGENCY FLOOD ROUTE
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
INTERSECTION DETAILS
SIGNAGE PLAN
PAVING & CURB POLICY
C500-C502 SANITARY SEWER PLAN & PROFILE
C600-C604
STORM SEWER PLAN & PROFILES
SUB-SURFACE DRAIN PLAN
SUB-SURFACE DRAIN PROFILES
UTILITY PLAN
C700-C702 WATER PLAN
C800-C805
CONSTRUCTION DETAILS
SANITARY
STORM
STREET
L1.1-L1.4 BMP LANDSCAPE PLANS
REVISIONS
SHT.DESCRIPTION
ALL REVISED PER TAC COMMENTS 09/13/2016 ADG
ALL REVISED PER TAC COMMENTS 06/02/17 KJJM
ALL AS BUILTS 12/15/17 CCE
DESIGN DATA
41 LOTS
23.036 AC.= 1.78 LOTS/ACRE
HOBBY HORSE DRIVE 885.44 L.F.
ELLIOT CREEK DRIVE 703.20 L.F.
OTTO LANE 637.39 L.F.
TOTAL 2,226.03 L.F.
DESIGN SPEED LIMIT:25 M.P.H
ON WILLIAMS CREEK
LOT & SETBACK REQUIREMENTS
Planning Area
Minimum Lot Minimum Yard Setbacks Min. Dwelling Unit
Size (sf)Max. Lot
CoverageWidthArea (sf)Street
Frontage Front c
Side
(Aggregate)Rear 1-story 2-story
Bridgemont -
(formally known as
Bridgecreek
55'6,600 30'25'5' (10')20'1600 2000
50%
65'7,500 35'25'5' (10')20'1600 2000
JACKSON'S GRANT ON WILLIAMS CREEK, SECTION 4
I, the undersigned Registered Land Surveyor hereby certify that the included plat correctly represents a subdivision of part of the Northeast Quarter of Section 34,
Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows:
Commencing at the Southeast corner of the Northeast Quarter of said Section 34; thence North 00 degrees 13 minutes 14 seconds East 365.35 feet along the East line
of said Northeast Quarter to the prolonged North line of Jackson's Grant on Williams Creek, Section 1B, a subdivision in Hamilton County, Indiana, the plat of which
is recorded as Instrument Number 2016-014833, Plat Cabinet 5, Slide 475 in the Office of the Recorder, Hamilton County, Indiana; thence North 89 degrees 46
minutes 46 seconds West 50.00 feet along said prolonged North line to the Northeast corner of said Jackson's Grant on Williams Creek, Section 1B also being the
westerly Right of Way line of Springmill Road recorded in Instrument Number 2017-002664 in said Recorder's Office and being the POINT OF BEGINNING of this
description; thence along the northerly boundary of said Jackson's Grant on Williams Creek, Section 1B by the next thirteen (13) courses; (1) North 89 degrees 46
minutes 46 seconds West 80.43 feet; (2) North 79 degrees 40 minutes 46 seconds West 174.73 feet to a point on a curve concave Westerly, the radius point of said
curve being North 84 degrees 14 minutes 27 seconds West 525.00 feet from said point; (3) Northerly along said curve 30.73 feet to the point of tangency of said
curve, said point being South 87 degrees 35 minutes 42 seconds East 525.00 feet from the radius point of said curve; (4) North 87 degrees 35 minutes 42 seconds
West 50.00 feet; (5) North 74 degrees 26 minutes 42 seconds West 177.74 feet; (6) North 78 degrees 29 minutes 54 seconds West 60.58 feet; (7) North 83 degrees 28
minutes 54 seconds West 248.05 feet; (8) North 62 degrees 13 minutes 13 seconds West 138.51 feet; (9) South 27 degrees 46 minutes 47 seconds West 99.81 feet;
(10) North 81 degrees 04 minutes 10 seconds West 126.01 feet; (11) North 74 degrees 50 minutes 11 seconds West 50.00 feet to a point on a curve concave Easterly,
the radius point of said curve being South 74 degrees 50 minutes 11 seconds East 650.00 feet from said point; (12) Northerly along said curve 61.03 feet to the point
of tangency of said curve, said point being North 69 degrees 27 minutes 24 seconds West 650.00 feet from the radius point of said curve; (13) North 69 degrees 27
minutes 24 seconds West 391.64 feet; thence North 00 degrees 28 minutes 13 seconds West 58.27 feet; thence North 50 degrees 41 minutes 01 seconds East 39.88
feet; thence North 65 degrees 58 minutes 09 seconds East 73.81 feet; thence North 40 degrees 37 minutes 38 seconds East 28.90 feet; thence North 63 degrees 45
minutes 15 seconds East 45.43 feet; thence North 49 degrees 23 minutes 51 seconds East 221.93 feet; thence South 45 degrees 43 minutes 00 seconds East 32.16 feet;
thence North 68 degrees 26 minutes 48 seconds East 25.76 feet; thence North 27 degrees 48 minutes 20 seconds East 58.52 feet; thence North 05 degrees 30 minutes
38 seconds East 46.41 feet; thence North 30 degrees 03 minutes 49 seconds East 33.87 feet; thence North 38 degrees 23 minutes 51 seconds East 59.59 feet; thence
South 83 degrees 03 minutes 12 seconds East 13.62 feet; thence South 40 degrees 13 minutes 05 seconds East 42.28 feet; thence South 65 degrees 23 minutes 47
seconds East 29.41 feet; thence North 79 degrees 36 minutes 06 seconds East 27.76 feet; thence North 36 degrees 29 minutes 39 seconds East 31.85 feet; thence
North 14 degrees 09 minutes 30 seconds East 70.61 feet; thence North 03 degrees 37 minutes 02 seconds West 52.98 feet; thence North 35 degrees 18 minutes 42
seconds East 23.60 feet; thence North 89 degrees 30 minutes 51 seconds East 399.02 feet; thence South 30 degrees 57 minutes 21 seconds East 33.92 feet; thence
South 03 degrees 40 minutes 21 seconds East 38.52 feet; thence South 57 degrees 29 minutes 22 seconds East 18.71 feet; thence North 79 degrees 14 minutes 40
seconds East 19.72 feet; thence North 51 degrees 27 minutes 49 seconds East 30.93 feet; thence North 75 degrees 02 minutes 44 seconds East 28.65 feet; thence
South 85 degrees 00 minutes 14 seconds East 122.72 feet; thence South 60 degrees 35 minutes 56 seconds East 43.22 feet; thence South 05 degrees 38 minutes 28
seconds East 33.31 feet; thence South 78 degrees 42 minutes 00 seconds East 26.71 feet; thence North 87 degrees 54 minutes 46 seconds East 113.65 feet; thence
North 71 degrees 41 minutes 58 seconds East 33.34 feet; thence North 88 degrees 54 minutes 13 seconds East 29.45 feet to said westerly Right of Way line of
Springmill Road; thence South 00 degrees 13 minutes 14 seconds West 843.19 feet parallel to said East line and along said Right of Way line to the place of
beginning, containing 21.644 acres, more or less, subject to all legal highways, rights-of-ways, easements, and restrictions of record.
This subdivision consists of lots numbered 41 (all/both inclusive) and 2 Common Areas labeled C.A.#9 - C.A. #10 (all/both inclusive). The size of lots and width of
streets are shown in feet and decimal parts thereof.
Cross-Reference is hereby made to a survey plat dated November 14, 2011 prepared by Stoeppelwerth & Associates, Inc. in accordance with Title 865, Article 1,
Chapter 12 of the Indiana Administrative Code recorded as Instrument Number 2013075387 in the Office of the Recorder of Hamilton County, Indiana.
I, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana and that the within plat
represents a subdivision of the lands surveyed within the cross referenced survey plat, and that to the best of my knowledge and belief there has been no change from
the matters of survey revealed by the cross-reference survey on any lines that are common with the new subdivision.
Witness my signature this ______ day of ___________________, 2017.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
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DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SITE DEVELOPMENT PLANC200REVISED PER TAC COMMENTSKJJMAS BUILTSCCEKnow what's
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CONTRACTOR SHALL VERIFY DEPTHS OF ALL
EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS NOT
ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
50'25'50'0
1" = 50 FT
CONTACT:
CARMEL UTILITIES (317) 571-2648 FOR WATER LOCATES
FOR SANITARY SEWER LOCATES
CONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT
(317) 844-9200
NOTE:
FOR STORM AND PIPE CHARTS SEE SHEET C201
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
geotechnical 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
NOTES TO CONTRACTOR:
ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE
MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD.
ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE
DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IF ANY OF THESE
TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A
POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO BLOCK OFF A
PRIVATE "MUTUAL" TILE.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
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 RIGHT-OF WAY.
EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING,
AUXILIARY LANES, ETC.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS.
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A
CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER
TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
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.
RISER TC
DUAL WALL, HANCOR
HI-Q TYPE 4 SSD
(SIZE NOTED ON PLANS)
4" SSD TO LOT
STORM SEWER FOR THIS PROJECT
WILL BE PUBLIC, EXCEPT
SUB-SURFACE DRAINS.
ALL STORM SEWERS WITHIN
PUBLIC RIGHT-OF-WAY SHALL BE
RCP CLASS III.
FLOOD STATEMENT
THIS SITE DOES LIE WITHIN A FLOODWAY OR FLOOD PLAIN
PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED
MY CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT #07-760
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS WITH
WOODS ON THE SITE.
ADJACENT PROPERTIES
NORTH: AGRICULTURE
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: RESIDENTIAL
DRAINAGE SUMMARY
REFERENCE THIS SHEET FOR DRAINAGE SUMMARY INFORMATION.
REFERENCE SHEET C201 FOR STRUCTURE DATA TABLE.
SEE SUMP PLAN SHEETS
C603 FOR CLARITY &
LABELS
Minimum Flood Protection Grades
From Sections 104.02, 302.06 and 303.07 of the City of Carmel Storm Water Technical
Standards Manual
1.Definitions
a.Minimum Flood Protection Grade of all structures fronting a pond or open
ditch shall be no less than 2 feet above any adjacent 100-year local or
regional flood elevations, whichever is greater, for all windows, doors, pipe
entrances, window wells, and any other structure member where floodwaters
can enter a building.
b.Lowest Adjacent Grade is the elevation of the lowest grade adjacent to a
structure, where the soil meets the foundation around the outside of the
structure (including structural members such as basement walkout, patios,
decks, porches, support posts or piers, and rim of the window well.
2.Standard: Lowest Adjacent Grade
a.General
i.The Lowest Adjacent Grade for residential, commercial, or industrial
buildings shall have two feet of freeboard above the flooding source's
100-year flood elevation under proposed conditions.
b.For areas outside a Special Flood Hazards Area (SFHA) or FEMA or IDNR
designated floodplain
i.The Lowest Adjacent Grade for all residential, commercial, or industrial
buildings adjacent to ponds shall be set a minimum of 2 feet above the
100-year pond elevation or 2 feet above the emergency overflow weir
elevation, whichever is higher.
ii.The Lowest Adjacent Grade for all residential, commercial, or industrial
buildings shall be set a minimum of 2 feet above the highest noted overflow
path/ponding elevation across the property frontage.
iii.In addition to the Lowest Adjacent Grade requirements, any basement floor
must be at least a foot above the normal water level of any wet-bottom pond.
3.Design Notes:
a.Each lot that is adjacent to a pond, open ditch or flooding source has a flood
protection grade. There are instances where there are multiple different
flooding sources for 1 structure. In this case, there should be a flood
protection grade listed for each side of the structure in the event that piping
from the structure discharge to either flood source.
b.Finished floor elevation or the lowest building entry elevation shall be no less
than 6 inches above finished grade around the building. Also, the building's
lowest entry elevation that is adjacent to and facing a road shall be a
minimum of 15 inches above the road elevation.
60160REP-S4JACKSONS GRANT ON WILLIAMS CREEKJSM BAH CARMELHAMILTON COUNTY, INDIANA07/22/16&2
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SECTION 4File Name:S:\60160REP-S4\DWG\C200 Site Development Plan.dwg - C200Modified / By:December 20, 2017 4:15:15 PM / cespositoPlotted / By:December 20, 2017 4:25:12 PM / Christian EspositoNOTE:
THERE WILL BE A STOCKPILE AREA ASSOCIATED WITH THIS
PROJECT. REFER TO SHEET C300 & C301.CONSTRUCTION LIMITS
DRAINAGE SUMMARY
OVERALL
Site Acreage=+/-266 ac.
Offsite/Upstream Acreage=+/-6.80ac.
Allowable Release Rate:
10yr = 138.03 c.f.s. 100yr = 328.58 c.f.s.
Post Developed Release Rate:
10 yr = 128.19 c.f.s. 100 yr = 308.45 c.f.s.
SECTION 4
Site Acreage=+/-25.567 ac.
Is the primary water quality treatment for the development as planned in the Master Plan - YES
If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):
*Length of vegetated swale treatment (from disharge point to outlet pipe) - N/A
*Minimum length of vegetated swale treatment as required by the Master Plan - N/A
Is the primary water quantity treatment for the development as planned in the Master Plan - YES
*If YES, provide the following information:
Total Master Plan contributing watershed = 203.53 Ac.
Total Watershed Currently Built (or Approved) contributing to this system = 111.10 Ac.
Total watershed from Section 4 contributing to the system=9.44 Ac.
Total watershed available in the system post-project = 82.99 Ac.
Is the entire BMP treatment train to an outlet point being constructed with this section - Yes
If NO, provide the following information:
*Master Plan BMP(s) downstream of this sections discharge location (list each)
*BMP(s) downstream that have been previously constructed (list each)
Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A
Also, reference Post-Construction Stormwater Master Plan prepared by Williams Creek Consulting.
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
¹ADA RAMP TO BE INSTALLED (E 604-SWCR-04)
Ÿ ADA RAMP TO BE INSTALLED (E 604-SWCR-06)
DENOTES REAR PROTECTION GRADE
LOT NUMBER
PAD ELEVATION
DENOTES FRONT PROTECTION GRADE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON
AREAS)
PROPOSDED 6" UNDERDRAINS
MINIMUM FINISH FLOOR ELEVATION IS BASED OFF OF
THE BELOW
1. (1) FOOT 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)
870
848.0
870
W
> o o oXXX.X
XXX.X
XXX.X
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
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STATE OF
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GEIR TIS
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12/20/17
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SITE DEVELOPMENT PLANC201REVISED PER TAC COMMENTSKJJMAS BUILTSCCEKnow what's
R
CONTRACTOR SHALL VERIFY DEPTHS OF ALL
EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS NOT
ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
50'25'50'0
1" = 50 FT
CONTACT:
CARMEL UTILITIES (317) 571-2648 FOR WATER LOCATES
FOR SANITARY SEWER LOCATES
CONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT
(317) 844-9200
RISER TC
DUAL WALL, HANCOR
HI-Q TYPE 4 SSD
(SIZE NOTED ON PLANS)
4" SSD TO LOT
SEE SUMP PLAN SHEETS
C603 FOR CLARITY &
LABELS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
¹ADA RAMP TO BE INSTALLED (E 604-SWCR-04)
Ÿ ADA RAMP TO BE INSTALLED (E 604-SWCR-06)
DENOTES REAR PROTECTION GRADE
LOT NUMBER
PAD ELEVATION
DENOTES FRONT PROTECTION GRADE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON
AREAS)
PROPOSDED 6" UNDERDRAINS
MINIMUM FINISH FLOOR ELEVATION IS BASED OFF OF
THE BELOW
1. (1) FOOT 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)
870
848.0
870
W
> o o oXXX.X
XXX.X
XXX.X
60160REP-S4JACKSONS GRANT ON WILLIAMS CREEKJSM BAH CARMELHAMILTON COUNTY, INDIANA07/22/16&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
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(
'241
56#6'1(
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SECTION 4File Name:S:\60160REP-S4\DWG\C200 Site Development Plan.dwg - C201Modified / By:December 20, 2017 4:15:15 PM / cespositoPlotted / By:December 20, 2017 4:25:49 PM / Christian EspositoCONSTRUCTION LIMITS
NOTES TO CONTRACTOR:
ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE
MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD.
ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE
DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IF ANY OF THESE
TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A
POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO BLOCK OFF A
PRIVATE "MUTUAL" TILE.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
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 RIGHT-OF WAY.
EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING,
AUXILIARY LANES, ETC.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS.
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A
CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER
TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
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.
FLOOD STATEMENT
THIS SITE DOES LIE WITHIN A FLOODWAY
OR FLOOD PLAIN
PER THE WILLIAMS CREEK HYDRAULIC
ANALYSIS PERFORMED MY CHRISTOPHER B.
BURKE ENGINEERING, Ltd. PROJECT #07-760
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF GRASS
AND WEEDS WITH WOODS ON THE SITE.
ADJACENT PROPERTIES
NORTH: AGRICULTURE
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: RESIDENTIAL
3'-0"
3'-0"
1'-4"
8"
CONCRETE
INFILL
TOPSOIL
COVER
1'-4"
8"
FRONT VIEW SIDE VIEW
TYPICAL WOOD BARRIER POST
NTS
8"X8" TREATED
WOOD POST @ 5' O.C.
6"
DRAINAGE SUMMARY
REFERENCE SHEET C200 FOR DRAINAGE
SUMMARY INFORMATION.
REFERENCE THIS SHEET FOR STRUCTURE
DATA TABLE.
STORM SEWER FOR THIS PROJECT
WILL BE PUBLIC, EXCEPT
SUB-SURFACE DRAINS.
ALL STORM SEWERS WITHIN
PUBLIC RIGHT-OF-WAY SHALL BE
RCP CLASS III.
DENOTES LIMITS OF
PAVER AREAS
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
DSU
I AIDN YVE
A RONN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
12/20/17
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SANITARY PLAN & PROFILEC500REVISED PER TAC COMMENTSKJJMAS BUILTSCCE50'25'50'0
1" = 50 FT
Know what's
R
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.
FULL DEPTH GRANULAR BACKFILL
60160REP-S4JACKSONS GRANT ON WILLIAMS CREEKJSM BAH CARMELHAMILTON COUNTY, INDIANA07/22/16&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'241
56#6'1(
5
SECTION 4File Name:S:\60160REP-S4\DWG\C500 Sanitary Plan and Profile.dwg - C500Modified / By:December 20, 2017 4:17:53 PM / cespositoPlotted / By:December 20, 2017 4:26:52 PM / Christian EspositoNO 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.
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.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
DSU
I AIDN
YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
12/20/17
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SANITARY PLAN & PROFILEC501REVISED PER TAC COMMENTSKJJMAS BUILTSCCE50'25'50'0
1" = 50 FT
Know what's
R
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.
FULL DEPTH GRANULAR BACKFILL
60160REP-S4JACKSONS GRANT ON WILLIAMS CREEKJSM BAH CARMELHAMILTON COUNTY, INDIANA07/22/16&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'241
56#6'1(
5
SECTION 4File Name:S:\60160REP-S4\DWG\C500 Sanitary Plan and Profile.dwg - C501Modified / By:December 20, 2017 4:17:53 PM / cespositoPlotted / By:December 20, 2017 4:27:04 PM / Christian EspositoNO 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.
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.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
DSU
I AIDN YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
12/20/17
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SANITARY PLAN & PROFILEC502REVISED PER TAC COMMENTSKJJMAS BUILTSCCE50'25'50'0
1" = 50 FT
Know what's
R
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.
FULL DEPTH GRANULAR BACKFILL
60160REP-S4JACKSONS GRANT ON WILLIAMS CREEKJSM BAH CARMELHAMILTON COUNTY, INDIANA07/22/16&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'241
56#6'1(
5
SECTION 4File Name:S:\60160REP-S4\DWG\C500 Sanitary Plan and Profile.dwg - C502Modified / By:December 20, 2017 4:17:53 PM / cespositoPlotted / By:December 20, 2017 4:27:27 PM / Christian EspositoNO 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.
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.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
DSU
I AIDN YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
12/20/17
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ STORM SEWER PLAN & PROFILEC600REVISED PER TAC COMMENTSKJJMAS BUILTSCCE50'25'50'0
1" = 50 FT
Know what's
R
STORM SEWER NOTE
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 PLANS. AND AS APPROVED BY THE CITY OF
CARMEL.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING
ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION
BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
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
C802.
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 SHALL BE CONSTRUCTED
:,7+$72/(5$1&(2))7
STORM SYSTEM
WITH THE EXCEPTION OF REAR YARD SSDs, STORM
SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
DENOTES FULL DEPTH
GRANULAR BACKFILL
SEE RCP TRENCH
DETAIL SHEET C802
MINIMUM COVER FOR PIPE: THE MINIMUM COVER FROM THE
TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE
INSTALLED PIPE SHALL BE THE PAVEMENT SECTION,
THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL
ABOVE THE SUBGRADE) PLUS 1'-0", BUT UNDER NO
CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF
THE PIPE FROM THE FINAL PAVEMENT OR FINAL GROUND
SURFACE ELEVATION TO THE TOP OF THE PIPE BE LESS THAN
2.5 FEET.
60160REP-S4JACKSONS GRANT ON WILLIAMS CREEKJSM BAH CARMELHAMILTON COUNTY, INDIANA07/22/16&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'241
56#6'1(
5
SECTION 4File Name:S:\60160REP-S4\DWG\C600 Storm Plan and Profile.dwg - C600Modified / By:December 20, 2017 4:20:37 PM / cespositoPlotted / By:December 20, 2017 4:28:35 PM / Christian EspositoDennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
DSU
I AIDN
YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
12/20/17
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ STORM SEWER PLAN & PROFILEC601REVISED PER TAC COMMENTSKJJMINV. REVISION JSMAS BUILTSCCE50'25'50'0
1" = 50 FT
Know what's
R
STORM SEWER NOTE
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 PLANS. AND AS APPROVED BY THE CITY OF
CARMEL.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING
ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION
BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
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
C802.
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 SHALL BE CONSTRUCTED
:,7+$72/(5$1&(2))7
STORM SYSTEM
WITH THE EXCEPTION OF REAR YARD SSDs, STORM
SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
DENOTES FULL DEPTH
GRANULAR BACKFILL
SEE RCP TRENCH
DETAIL SHEET C802
MINIMUM COVER FOR PIPE: THE MINIMUM COVER FROM THE
TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE
INSTALLED PIPE SHALL BE THE PAVEMENT SECTION,
THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL
ABOVE THE SUBGRADE) PLUS 1'-0", BUT UNDER NO
CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF
THE PIPE FROM THE FINAL PAVEMENT OR FINAL GROUND
SURFACE ELEVATION TO THE TOP OF THE PIPE BE LESS THAN
2.5 FEET.
60160REP-S4JACKSONS GRANT ON WILLIAMS CREEKJSM BAH CARMELHAMILTON COUNTY, INDIANA07/22/16&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'241
56#6'1(
5
SECTION 4File Name:S:\60160REP-S4\DWG\C600 Storm Plan and Profile.dwg - C601Modified / By:December 20, 2017 4:20:37 PM / cespositoPlotted / By:December 20, 2017 4:28:58 PM / Christian EspositoDennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
DSU
I AIDN
YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
12/20/17
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ STORM SEWER PLAN & PROFILEC602REVISED PER TAC COMMENTSKJJMADDED SSD TO STR.JSMAS BUILTSCCEKnow what's
R
60160REP-S4JACKSONS GRANT ON WILLIAMS CREEKJSM BAH CARMELHAMILTON COUNTY, INDIANA07/22/16&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'241
56#6'1(
5
SECTION 4File Name:S:\60160REP-S4\DWG\C600 Storm Plan and Profile.dwg - C602Modified / By:December 20, 2017 4:20:37 PM / cespositoPlotted / By:December 20, 2017 4:29:00 PM / Christian EspositoOUTLET CONTROL STRUCTURE #592 DETAIL
NOT TO SCALE12" R.C.P.24"6"6"
NOTE:
TOP OF WALL
ELEV.= 854.74
6"6"6"
6"24"
36" NTS
6"24"6"6"6"6"CAST IRON
TRASH GUARD
GALVANIZED OR
CAST IRON
GALVENIZED OR
TRASH GUARD
NO CASTING
CONTRACTOR SHALL VERIFY PROPER METHOD OF
ATTACHING TO OUTLET STRUCTURE PRIOR TO
FABRICATION & INSTALLATION
PROPOSED GRADE
12" R.C.P.INV.=846.01
6"OUTLET CONTROL STRUCTURE #587 DETAIL
NOT TO SCALE12" R.C.P.24"6"6"
NOTE:
TOP OF WALL
ELEV.= 857.26
6"6"6"
6"24"
36" NTS
6"24"6"6"6"6"CAST IRON
TRASH GUARD
GALVANIZED OR
CAST IRON
GALVENIZED OR
TRASH GUARD
NO CASTING
CONTRACTOR SHALL VERIFY PROPER METHOD OF
ATTACHING TO OUTLET STRUCTURE PRIOR TO
FABRICATION & INSTALLATION
PROPOSED GRADE
12" R.C.P.INV.=852.98
6"OUTLET CONTROL STRUCTURE #586 DETAIL
NOT TO SCALE24" R.C.P.24"6"6"
NOTE:
TOP OF WALL
ELEV.= 859.68
6"6"6"
6"24"
36" NTS
6"36"6"6"6"6"CAST IRON
TRASH GUARD
GALVANIZED OR
CAST IRON
GALVENIZED OR
TRASH GUARD
NO CASTING
CONTRACTOR SHALL VERIFY PROPER METHOD OF
ATTACHING TO OUTLET STRUCTURE PRIOR TO
FABRICATION & INSTALLATION
PROPOSED GRADE
24" R.C.P.PROPOSED GRADE
ELEV.=858.00
INV.=853.98
6"INV.=853.98 6" S.S.D.PROPOSED GRADE
ELEV.=855.50
12" S.S.D.PROPOSED GRADE
ELEV.=852.0018" S.S.D.6" S.S.D.12" S.S.D.INV.=853.00
12" PLATE TO CREATE
24"x24" TOP OPENING
2" ORIFICE
STEEL PLATE
2" ORIFICE
INV.=858.50
18" S.S.D.2" ORIFICE
INV.=856.00
2" ORIFICE
INV.=856.00
8" ORIFICE
INV.=852.98
10" ORIFICE
INV.=846.01
2" ORIFICE
INV.=852.50
2" ORIFICE
INV.=852.50
11" ORIFICE
INV.=853.98
INV.=847.90
BMP 10A
CRITICAL ELEVATIONS
2-YEAR ELEV.858.60
10-YEAR ELEV.859.34
100-YEAR ELEV.860.03
BMP 10C
CRITICAL ELEVATIONS
2-YEAR ELEV.853.33
10-YEAR ELEV.854.32
100-YEAR ELEV.855.92
BMP 11A
CRITICAL ELEVATIONS
2-YEAR ELEV.856.20
10-YEAR ELEV.856.81
100-YEAR ELEV.857.79
6" SSD
INV.=848.00
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
DSU
I AIDN YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
854.00
854.00
854.00
859.15
853.00
853.00
852.98
856.92
846.05
846.05
848.00
852.50
854.20
12/20/17
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SUB-SURFACE PLANC603AS BUILTSCCEKnow what's
R
50'25'50'0
1" = 50 FT
60160REP-S4JACKSONS GRANT ON WILLIAMS CREEKJSM BAH CARMELHAMILTON COUNTY, INDIANA07/22/16&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'241
56#6'1(
5
SECTION 4File Name:S:\60160REP-S4\DWG\C603 Sump Plan.dwg - C603Modified / By:December 20, 2017 4:22:30 PM / cespositoPlotted / By:December 20, 2017 4:30:03 PM / Christian EspositoCONSTRUCTION LIMITS
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.
UTILITY CROSSINGS
4" SSD TO LOT
LEGEND
CLEAN OUT ON SUB SERVICE DRAIN CONNECTIONS TO
BE INSTALLED ON LOTS AS SHOWN BY HOME BUILDERS.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
DSU
I AIDN YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
12/20/17