HomeMy WebLinkAboutThe Ridge at the Legacy S4 As Builts146TH 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
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L.C.A. #9
L.C.A. #10L.C.A. #11L.C.A. #12PULASKI LANE ARNETT DRIVENEWGARDENLANEPULASKI COURTC.A. #9A
146TH STREET
CHERRY CREEK BOULEVARD
146TH STREET
CHERRY CREEK BOULEVARD
DAVID J. STOEPPELWERTH
PROFESSIONAL LAND SURVEYOR
NO. 19358
PLANS CERTIFIED BY:
04/21/17
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
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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-C202 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-C406
STREET PLAN & PROFILES
INTERSECTION DETAILS
TRAFFIC CONTROL PLAN
PAVING POLICES
CURBING POLICES
C500-C504 SANITARY SEWER PLAN & PROFILE
C600-C604 STORM SEWER PLAN & PROFILES
SUB SURFACE DRAIN PLAN
C700-C701 WATER PLAN
C800-C803
CONSTRUCTION DETAILS
SANITARY
STORM
STREET
C900-C901 LANDSCAPE PLANS
REVISIONS
SHT.DESCRIPTION DATE BY
ALL REVISED PER TAC COMMENTS 6/23/17 PDR
ALL AS BUILTS 3/29/18 CCE
1" = 250 FT
OPERATING AUTHORITY
CITY OF CARMEL (317) 571-2441
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
THE RIDGE AT THE LEGACY
SECTION FOUR
PUD ZONING
DESIGN DATA
38 LOTS
18.954 AC.= 2.00 LOTS/ACRE
ARNETT DRIVE 886.46 L.F.
PULASKI COURT 490.00 L.F.
PULASKI LANE 478.04 L.F.
NEW GARDEN LANE 519.76 L.F.
TOTAL 2,374.26 L.F.
DESIGN SPEED LIMIT:25 M.P.H
DISTURBED AREA
SECTION 4 18.954 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'
The Ridge at the Legacy
Section Four
A of part of the East Half 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 the Southwest corner of said Half Quarter Section; thence North 00 degrees 03
minutes 48 seconds West 525.21 feet along the West line of said Half Quarter Section to the POINT
OF BEGINNING of this description; thence continuing North 00 degrees 03 minutes 48 seconds
West along said West line 720.97 feet to the Southwest corner of The Ridge at the Legacy, Section
Two, recorded as Instrument #2014014219, Plat Cabinet #5, Slide #203, in the Office of the
Recorder of Hamilton County, Indiana; the following four (4) courses are along the southern
boundary of said The Ridge at the Legacy, Section Four; (1) North 90 degrees 00 minutes 00 seconds
East 535.53 feet; (2) North 00 degrees 00 minutes 00 seconds East 85.91 feet; (3) North 90 degrees
00 minutes 00 seconds East 145.00 feet; (4) North 00 degrees 00 minutes 00 seconds East 4.46 feet
to a point on the West boundary of The Ridge at the Legacy, Section Three, recorded as Instrument
#20140524239, Plat Cabinet #5, Slide #279, in the Office of the Recorder of Hamilton County,
Indiana; the following nine (9) courses are along the Western boundary of said The Ridge at the
Legacy, Section Three; (1) North 90 degrees 00 minutes 00 seconds East 310.24 feet; (2) South 00
degrees 00 minutes 00 seconds East 350.00 feet; (3) South 90 degrees 00 minutes 00 seconds West
140.24 feet; (4) South 00 degrees 00 minutes 00 seconds East 46.34 feet; (5) South 08 degrees 07
minutes 48 seconds West 70.71 feet; (6) North 90 degrees 00 minutes 00 seconds East 300.00 feet;
(7) South 00 degrees 00 minutes 00 seconds East 70.00 feet; (8) North 90 degrees 00 minutes 00
seconds East 167.00 feet; (9) South 00 degrees 00 minutes 00 seconds East 200.00 feet; thence South
90 degrees 00 minutes 00 seconds West 132.00 feet; thence South 00 degrees 00 minutes 00 seconds
East 75.00 feet; thence South 90 degrees 00 minutes 00 seconds West 1,174.73 feet to the place of
beginning, containing 18.952 acres, more or less, subject to all legal highways, rights-of-ways,
easements, and restrictions of record.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
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RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SITE DEVELOPMENT PLANC200REVISED TC STR. 198ADGADDED PROPOSED SAN. PIPE AND STRUCTURE #743JAWAS BUILTSCCEKnow what's
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CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
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SECTION FOURFile Name:S:\55115PLA-R4\DWG\C200 Site Development Plan.dwg - C200Modified / By:March 28, 2018 5:44:23 PM / cespositoPlotted / By:March 29, 2018 11:00:24 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
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.
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.
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
DRAINAGE SUMMARY
Site Acreage=18.952 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 basins built with previous
sections (Detention Basin WP3 & DD2). These existing basins are part
of the overall Western Drainage System per the approved Post
Construction Storm Water Master Plan (Sept. 2012). Basin WP3 will
outlet to existing Detention Basin DD2 before ultimately outletting to the
Haverstick residential development drainage system. Please refer to the
Master Plan for overall release rates.
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)
ºADA RAMP TO BE INSTALLED
DENOTES REAR FLOOD PROTECTION GRADE
(SEE SHEET C202 FOR FLOOD PROTECTION NOTES)
LOT NUMBER
PAD ELEVATION
DENOTES FRONT FLOOD PROTECTION GRADE
(SEE SHEET C202 FOR FLOOD PROTECTION NOTES)
PROPOSDED 6" UNDERDRAINS
MINIMUM FINISH FLOOR ELEVATION IS BASED OFF OF
THE BELOW
1. 6" (0.5') 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
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XXX.X
XXX.X
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.
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 WORK TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY R/W.
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.
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.
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.
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 SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED
RIGH-OF-WAY LINE.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED
TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT.
THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT 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 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 THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT
RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
VEGETATIVE COVER
EXISTING SITE CONSIST
MOSTLY OF GRASS AND WEEDS
WITH WOODS ON THE SITE.
ADJACENT PROPERTIES
NORTH: RESIDENTIAL
EAST: RESIDENTIAL
SOUTH: GRASS & WEEDS
WEST: RESIDENTIAL
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.
STORM SEWER FOR THIS PROJECT WILL BE PUBLIC.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL
BE RCP CLASS III.
CONTRACTOR TO SAW CUT EXISTING
PAVEMENT AND CURB. CURB TO
BE CUT BACK TO NEAREST JOINT.
50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT MATCHLINE
THIS SHEET
MATCHLINE THIS SHEETDennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
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RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SITE DEVELOPMENT PLANC201REVISED TC STR. 198ADGAS BUILTSCCEKnow what's
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CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
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SECTION FOURFile Name:S:\55115PLA-R4\DWG\C200 Site Development Plan.dwg - C201Modified / By:March 28, 2018 5:44:23 PM / cespositoPlotted / By:March 29, 2018 11:00:54 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
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.
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.
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
(SEE SHEET C202 FOR FLOOD PROTECTION NOTES)
LOT NUMBER
PAD ELEVATION
DENOTES FRONT FLOOD PROTECTION GRADE
(SEE SHEET C202 FOR FLOOD PROTECTION NOTES)
PROPOSDED 6" UNDERDRAINS
MINIMUM FINISH FLOOR ELEVATION IS BASED OFF OF
THE BELOW
1. 6" (0.5') 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 o757.5
25
XXX.X
XXX.X
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.
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 WORK TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY R/W.
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.
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.
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.
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 SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED
RIGH-OF-WAY LINE.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED
TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT.
THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT 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 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 THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT
RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
STORM SEWER FOR THIS PROJECT WILL BE PUBLIC.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL
BE RCP CLASS III.
VEGETATIVE COVER
EXISTING SITE CONSIST
MOSTLY OF GRASS AND WEEDS
WITH WOODS ON THE SITE.
ADJACENT PROPERTIES
NORTH: RESIDENTIAL
EAST: RESIDENTIAL
SOUTH: GRASS & WEEDS
WEST: RESIDENTIAL
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.
CONTRACTOR TO SAW CUT EXISTING
PAVEMENT AND CURB. CURB TO
BE CUT BACK TO NEAREST JOINT.
100-YEAR EL.=753.68
T.O.B.=756.00T.O.B.=758.00
CROSS SECTION "A-A"
Ex. DD #2
VARIES
(/
(/
(/
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RONNDEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SANITARY SEWER PLAN & PROFILEC500ADDED PROPOSED SAN. PIPE AND STRUCTURE #743JAWAS BUILTSCCEKnow what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
+
6
'
5
)
'
'
1
65 4
2
46'
9
.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
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SECTION FOURFile Name:S:\55115PLA-R4\DWG\C500 Sanitary Sewer Plan & Profile.dwg - C500Modified / By:March 29, 2018 10:46:14 AM / cespositoPlotted / By:March 29, 2018 11:02:31 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
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.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SANITARY SEWER PLAN & PROFILEC501AS BUILTSCCEKnow what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
+
6
'
5
)
'
'
1
65 4
2
46'
9
.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'24156#6'1(
5
SECTION FOURFile Name:S:\55115PLA-R4\DWG\C500 Sanitary Sewer Plan & Profile.dwg - C501Modified / By:March 29, 2018 10:46:14 AM / cespositoPlotted / By:March 29, 2018 11:02:47 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RONN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SANITARY SEWER PLAN & PROFILEC502AS BUILTSCCEKnow what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
+
6
'
5
)
'
'
1
65 4
2
46'
9
.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'24156#6'1(
5
SECTION FOURFile Name:S:\55115PLA-R4\DWG\C500 Sanitary Sewer Plan & Profile.dwg - C502Modified / By:March 29, 2018 10:46:14 AM / cespositoPlotted / By:March 29, 2018 11:03:02 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SANITARY SEWER PLAN & PROFILEC503AS BUILTSCCEKnow what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
+
6
'
5
)
'
'
1
65 4
2
46'
9
.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'24156#6'1(
5
SECTION FOURFile Name:S:\55115PLA-R4\DWG\C500 Sanitary Sewer Plan & Profile.dwg - C503Modified / By:March 29, 2018 10:46:14 AM / cespositoPlotted / By:March 29, 2018 11:03:16 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ STORM SEWER PLAN & PROFILEC600AS BUILTSCCEKnow what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
+
6
'
5
)
'
'
1
65 4
2
46'
9
.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'24156#6'1(
5
SECTION FOURFile Name:S:\55115PLA-R4\DWG\C600 Storm Sewer Plan & Profile.dwg - C600Modified / By:March 29, 2018 10:55:03 AM / cespositoPlotted / By:March 29, 2018 11:04:22 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
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 10-28 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$1&(2))7
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ STORM SEWER PLAN & PROFILEC601REVISED TC STR. 198ADGAS BUILTSCCEKnow what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
+
6
'
5
)
'
'
1
65 4
2
46'
9
.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'24156#6'1(
5
SECTION FOURFile Name:S:\55115PLA-R4\DWG\C600 Storm Sewer Plan & Profile.dwg - C601Modified / By:March 29, 2018 10:55:03 AM / cespositoPlotted / By:March 29, 2018 11:04:37 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
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 10-28 ON SHEET C801
FOR MATERIAL AND SPECIFICATIONS.
SEE SHEET C600 FOR NOTES
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RONNDE DAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ STORM SEWER PLAN & PROFILEC602REVISED TC STR. 198ADGAS BUILTSCCEKnow what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
+
6
'
5
)
'
'
1
65 4
2
46'
9
.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'24156#6'1(
5
SECTION FOURFile Name:S:\55115PLA-R4\DWG\C600 Storm Sewer Plan & Profile.dwg - C602Modified / By:March 29, 2018 10:55:03 AM / cespositoPlotted / By:March 29, 2018 11:04:56 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
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 10-28 ON SHEET C801
FOR MATERIAL AND SPECIFICATIONS.
SEE SHEET C600 FOR NOTES
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RONN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ STORM SEWER PLAN & PROFILEC603AS BUILTSCCEKnow what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
+
6
'
5
)
'
'
1
65 4
2
46'
9
.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'24156#6'1(
5
SECTION FOURFile Name:S:\55115PLA-R4\DWG\C600 Storm Sewer Plan & Profile.dwg - C603Modified / By:March 29, 2018 10:55:03 AM / cespositoPlotted / By:March 29, 2018 11:05:07 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT
UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART
OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP
OF THE PIPE BE LESS THAN 2.5 FEET.
UTILITY CROSSINGS
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE ARE NO CROSSING CONFLICTS. CONFLICTS THAT ARE
DISCOVERED AFTER CONSTRUCTION BEGINS ARE SOLELY
THE CONTRACTOR'S RESPONSIBILITY.
STORM SYSTEM
STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
DENOTES FULL DEPTH
GRANULAR BACKFILL
(SEE RCP TRENCH DETAIL 10-28 ON SHEET C801
FOR MATERIAL AND SPECIFICATIONS.
SEE SHEET C600 FOR NOTES &
STORM SEWER STATEMENT
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RONNDE DAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SUB-SURFACE DRAIN PLANC604AS BUILTSCCEKnow what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
+
6
'
5
)
'
'
1
65 4
2
46'
9
.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'24156#6'1(
5
SECTION FOURFile Name:S:\55115PLA-R4\DWG\C600 Storm Sewer Plan & Profile.dwg - C604Modified / By:March 29, 2018 10:55:03 AM / cespositoPlotted / By:March 29, 2018 11:05:16 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ WATER PLANC700AS BUILTSCCEKnow what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
+
6
'
5
)
'
'
1
65 4
2
46'
9
.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
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5
SECTION FOURFile Name:S:\55115PLA-R4\DWG\C700 Water Plan.dwg - C700Modified / By:March 29, 2018 6:31:54 PM / cespositoPlotted / By:March 30, 2018 9:25:43 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
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.
REFER TO SHEET C701
FOR DETAILS
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.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING 4'53'9'6'
6'4'27'9'4'10'7'
20'20'0 10'
GRAPHIC SCALE
( IN FEET )
1" = 20 FT
ENLARGED DETAIL
SEE ENLARGED DETAIL
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ WATER PLANC701AS BUILTSCCEKnow what's
R
55115PLA-R4THE RIDGE AT THE LEGACYADG BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/21/2017&2
+
6
'
5
)
'
'
1
65 4
2
46'
9
.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
(
'24156#6'1(
5
SECTION FOURFile Name:S:\55115PLA-R4\DWG\C700 Water Plan.dwg - C701Modified / By:March 29, 2018 6:31:54 PM / cespositoPlotted / By:March 30, 2018 9:25:51 AM / Christian Esposito06/23/17REVISED PER TAC COMMENTSPDR50'25'50'0
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.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 ANL N
R
STATE OF
D SU
I AIDN
YVE
A RO
NN
DEDAE
ODS
GEIR TIS
.LM
D
RE
S
ET
RECORD DRAWING