Higher Ground CarmelBENCHMARKS:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:313-863
APRIL 20, 2022
DRAFT
DRAFT26 GLOBAL POWER AND
CONSTRUCTION, INC.
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN ROAD
CARMEL, INDIANA 46032
530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.comADDITIONAL CITY OF CARMEL NOTES:CONSULTANT TEAM:PROJECTLOCATIONGASTELEPHONESTREETSSTORM SEWERWATERUTILITIES:HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN STREETCARMEL, INDIANA 46032CONSTRUCTION DOCUMENTSAPRIL 20, 2022APPROVAL PENDINGNOT FOR CONSTRUCTIONELECTRICSANITARY SEWEROPERATING AUTHORITYCITY OF CARMELReta
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SURVEYORCIVIL & ENVIRONMENTALCONSULTANTS, INC.530 E. OHIO ST., STE. GINDIANAPOLIS, IN 46204PH: (317) 655-7777CONTACT: ANTHONY SYERSEMAIL: asyers@cecinc.comSITE DATA:JCB
AS NOTED
TITLE SHEET
C00001CIVIL ENGINEERCIVIL & ENVIRONMENTALCONSULTANTS, INC.530 E. OHIO STREET, SUITE GINDIANAPOLIS, IN 46204PH: (317) 655-7777CONTACT: NICK JUSTICEEMAIL: njustice@cecinc.comDEVELOPERGLOBAL POWER ANDCONSTRUCTION, INC.7S 822 CAMP DEAN ROADBIG ROCK, IL 60511PH: (630) 733-0002CONTACT: DYLAN FULLEREMAIL: dylan@buildgpc.comARCHITECTALLEN PEPA ARCHITECTS215 FULTON STREETGENEVA, IL 60134PH: (630) 578-1105CONTACT: ERIC PEPA, AIA, NCARBEMAIL: epepa@allenpepa.comPARKING DATA:ZONING DATA: ADJACENT ZONING CLASSIFICATIONS:ZONING DATA: EXISTING ZONING CLASSIFICATION:SITE DATA:BUILDING DATA:LOT COVERAGEDRAWING INDEXSheetNumberSheet TitleDrawingNo.1TITLE SHEET245678GRADING PLANC000C300ALTA SURVEY910DRAINAGE PLANC400C5001112UTILITY PLANSITE LAYOUTC200SITE DETAILSC801TEMPORARY POLLUTION PREVENTION PLANC100STORMWATER POLLUTION PREVENTION NOTESC900STORMWATER POLLUTION PREVENTION DETAILSC901C902PERMANENT POLLUTION PREVENTION PLAN13SITE DETAILSC802STORM SEWER PROFILESC4011415C800SITE DETAILS163SV-1TOPOGRAPHIC SURVEYSV-2DEMOLITION PLANC101SITE DETAILSSITE DETAILSSITE DETAILSSITE DETAILSSITE DETAILSSITE DETAILSC804C805C803C807C808C806171819202122FLOOD ROUTING PLANC40223STORMWATER POLLUTION PREVENTION DETAILSC90324C501SANITARY PROFILEEXISTING PROJECT SITE LAYOUTC100A252604/20/2022
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2LOT 11PARK NORTHWESTERNBK. 8, PGS. 128-132SURVEYED PROPERTY
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DESCRIPTIONDATENOREVISION RECORDNORTH
VICINITY MAP
SURVEYOR'S REPORT
1. IN ACCORDANCE WITH TITLE 865, ARTICLE 1, CHAPTER 12 OF THE INDIANA ADMINISTRATIVE CODE ("RULE 12"),
THE FOLLOWING OBSERVATIONS AND OPINIONS ARE SUBMITTED REGARDING THE VARIOUS UNCERTAINTIES IN
THE LOCATIONS OF THE LINES AND CORNERS ESTABLISHED THIS SURVEY AS A RESULT OF UNCERTAINTIES IN
REFERENCE MONUMENTATION; IN RECORD DESCRIPTIONS AND PLATS; IN LINES OF OCCUPATION; AND AS
INTRODUCED BY RANDOM ERRORS IN MEASUREMENT ("RELATIVE POSITIONAL ACCURACY"). THERE MAY BE
UNWRITTEN RIGHTS ASSOCIATED WITH THESE UNCERTAINTIES. THE CLIENT SHOULD ASSUME THERE IS AN
AMOUNT OF UNCERTAINTY ALONG ANY LINE EQUAL IN MAGNITUDE TO THE DISCREPANCY IN THE LOCATION OF
THE LINES OF POSSESSION FROM THE SURVEYED LINES.
THERE MAY BE DIFFERENCES OF DEED DIMENSIONS VERSUS MEASURED DIMENSIONS ALONG THE BOUNDARY
LINES SHOWN HEREON AND, LIKEWISE, THERE MAY BE FOUND SURVEY MARKERS NEAR, BUT NOT PRECISELY AT,
SOME BOUNDARY CORNERS. IN CASES WHERE THE MAGNITUDE OF THESE DIFFERENCES ARE LESS THAN THE
RELATIVE POSITIONAL ACCURACY STATED BELOW AND LESS THAN THE UNCERTAINTY IDENTIFIED FOR THE
REFERENCE MONUMENTATION (DISCUSSED BELOW), THE DIFFERENCES MAY BE CONSIDERED INSIGNIFICANT
AND ARE SHOWN ONLY FOR PURPOSES OF MATHEMATICAL CLOSURE. SUCH DIFFERENCES THAT ARE GREATER
THAN THE RELATIVE POSITIONAL ACCURACY AND THE UNCERTAINTY IN REFERENCE MONUMENTATION SHOULD
BE CONSIDERED WORTHY OF NOTICE AND ARE THEREFORE FURTHER DISCUSSED BELOW.
THIS SURVEY AND REPORT ARE BASED IN PART UPON OPINIONS FORMED IN ACCORDANCE WITH AN INDIANA
LAND SURVEYOR'S RESPONSIBILITY TO CONDUCT A SURVEY IN ACCORDANCE WITH “LAW OR A PRECEDENT” (865
IAC 1-12-11(5), RULES OF THE INDIANA STATE BOARD OF REGISTRATION FOR LAND SURVEYORS). SINCE INDIANA
HAS NO STATUTES ADDRESSING HOW TO RESOLVE BOUNDARY LINES, A SOLUTION BASED ON PRINCIPLES
DERIVED FROM COMMON LAW PRECEDENT MUST BE RELIED UPON AS THE BASIS FOR A BOUNDARY
RESOLUTION.
UNLESS OTHERWISE NOTED OR DEPICTED HEREON, THERE IS NO EVIDENCE OF OCCUPATION ALONG THE
PERIMETER LINES OF THE SUBJECT TRACT. ALL SURVEY MONUMENTS SET OR FOUND THIS SURVEY ARE FLUSH
WITH EXISTING GRADE UNLESS OTHERWISE NOTED.
THE RELATIVE POSITIONAL ACCURACY (DUE TO RANDOM ERRORS IN MEASUREMENT) OF THIS SURVEY IS WITHIN
THE SPECIFICATIONS FOR A URBAN CLASS SURVEY (0.07 FEET PLUS 50 PPM) AS DEFINED IN IAC 865.
THIS SURVEY WAS COMMISSIONED BY THE CLIENT TO PERFORM AN ALTA/NSPS LAND TITLE SURVEY WITH
TOPOGRAPHY OF LOT 3 IN WEST CARMEL COMMONS SECONDARY PLAT AS RECORDED AS INSTRUMENT NUMBER
2012044435 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. SAID REAL ESTATE IS LOCATED
IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL
MERIDIAN, CLAY TOWNSHIP OF HAMILTON COUNTY, INDIANA.
REFERENCE SURVEYS AND PLATS
1) WEST CARMEL COMMONS SECONDARY PLAT AS PLAT THEREOF AS RECORDED AS INSTRUMENT
NUMBER 2012044435 IN SAID RECORDER'S OFFICE.
2) WEST CARMEL COMMONS REPLAT OF LOTS 1 & 2 AS PLAT THEREOF AS RECORDED AS
INSTRUMENT NUMBER 2014006544 IN SAID RECORDER'S OFFICE.
3) ALTA/ACSM LAND TITLE SURVEY PREPARED BY AXIS SURVEYING, LLC. AS RECORDED AS
INSTRUMENT NUMBER 2012044136 IN SAID RECORDER'S OFFICE.
4) SECOND CONDITIONAL PLAT FOR MAYFLOWER PARK AS PLAT THEREOF AS RECORDED AS
INSTRUMENT NUMBER 9809822612 IN SAID RECORDER'S OFFICE.
5) SECONDARY FINAL PLAT FOR MAYFLOWER PARK LOT 1 OF BLOCK 1, LOT 1 OF BLOCK 2, LOTS 1,2, &
3 OF BLOCK 3, BLOCK 5, LOTS 1 & 2 OF BLOCK 6 AND LOT 1 OF BLOCK 7 MAYFLOWER PARK DRIVE &
99TH STREET PER PLAT THEREOF AS RECORDED AS INSTRUMENT NUMBER 200000045587 IN SAID
RECORDER'S OFFICE.
6) RECORD PLAT OF PARK NORTHWESTERN AS PLAT THEREOF AS RECORDED IN BOOK 8, PAGE
128-132 IN SAID RECORDER'S OFFICE.
REFERENCE MONUMENTS
1) SEVERAL ORIGINAL AXIS SURVEYING, LLC MONUMENTS WITHIN SAID WEST CARMEL COMMONS
PLATS WERE RECOVERED AND HELD TO ESTABLISH THE LINES THEREOF.
RECORD DESCRIPTIONS
THE LINES AND CORNERS OF THE SUBJECT TRACT WERE LOCATED HEREON BASED ON
CONTROLLING CALLS CONTAINED IN THE RECORD DESCRIPTION OR THE RECORD PLAT FOR THE
SUBJECT TRACT. UNLESS NOTED OTHERWISE, THE BOUNDARY LINES OF THE SUBJECT TRACT ARE
CONTIGUOUS WITH THE BOUNDARY LINES OF ALL ADJOINING PARCELS, ADJOINING STREETS,
HIGHWAYS, RIGHTS-OF-WAYS AND EASEMENTS, PUBLIC OR PRIVATE ALONG THEIR COMMON
BOUNDARIES AS DESCRIBED IN THEIR MOST RECENT RESPECTIVE LEGAL DESCRIPTIONS OF RECORD.
1) LOT 3 IS LEFT UNCHANGED BY WEST CARMEL COMMONS REPLAT OF LOTS 1 & 2 AS NOTED WITHIN
THE PLAT THEREOF.
EVIDENCE OF OCCUPATION
1) A 5 FEET TALL CHAIN LINK FENCE LIES UP TO 1.1 FEET SOUTH OF THE NORTH LINE OF THE
SURVEYED PROPERTY. THIS FENCE APPEARS TO HAVE BEEN INSTALLED BY THE NORTH ADJOINER.
2) RETAIL PARKWAY ENDS ±65 FEET EAST OF THE EAST LINE OF THE SURVEYED PROPERTY. THE
ONLY EXISTING ACCESS TO THE SURVEYED PROPERTY IS THE DRIVE STUB IN THE PARKING LOT
WHICH ADJOINS THE EAST LINE OF THE SURVEYED PROPERTY. SAID WEST CARMEL COMMONS
PLATS PROVIDE TWO ACCESS EASEMENTS WHICH CROSS LOT 1A AND ADJOIN THE EAST LINE OF
THE SURVEYED PROPERTY.
AS A RESULT OF THE ABOVE OBSERVATIONS IT IS IN MY OPINION THAT THE UNCERTAINTIES IN THE
LOCATION OF THE LINES AND CORNERS ESTABLISHED ON THIS SURVEY ARE AS FOLLOWS:
DUE TO VARIANCES IN REFERENCE MONUMENTS: NONE
DUE TO DISCREPANCIES IN THE RECORD DESCRIPTIONS: NONE
DUE TO INCONSISTENCIES IN LINES OF OCCUPATION: 1.1 FEET OF NORTH-SOUTH UNCERTAINTY DUE
TO THE LOCATION OF THE CHAIN LINK FENCE WHICH RUNS ALONG THE NORTH LINE OF THE
SURVEYED PROPERTY.
THE HORIZONTAL DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM
GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS)
UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE
IN THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) REFERENCE TO THE 1983 NORTH AMERICAN
DATUM UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) ADJUSTMENT AS DETERMINED
BY NGS (NAD 83 (2011)(EPOCH 2010.0000) WITH A REPORTED OVERALL ROOT MEAN SQUARE (RMS) OF 0.023
METERS.
2. OWNERSHIP INFORMATION INDICATED HEREON IS AS IDENTIFIED IN COUNTY OR TOWNSHIP RECORDS OR ON
TITLE WORK PROVIDED BY OTHERS.
CERTIFICATE OF SURVEY
ALTA/NSPS LAND TITLE SURVEY
TO (I) NVS PROPERTIES VIII, LLC, (II) WINTRUST BANK, N.A., AND ITS SUCCESSORS AND ASSIGNS AND (III)
STEWART TITLE GUARANTY COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN
ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE
SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6A, 8,
11(A), 13 AND 15 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON JULY 23, 2021.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THE WITHIN PLAT ALSO REPRESENTS A SURVEY MADE UNDER MY
SUPERVISION IN ACCORDANCE WITH TITLE 865, ARTICLE 1, CHAPTER 12 OF THE INDIANA ADMINISTRATIVE CODE.
THE FIELD WORK FOR THIS SURVEY WAS PERFORMED ON JULY 23, 2021.
_____________________________________________
ANTHONY B. SYERS
REGISTERED LAND SURVEYOR NO. LS20800124
JULY 27, 2021
ASYERS@CECINC.COM
PREPARED BY ANTHONY B. SYERS
I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THAT I HAVE TAKEN
REASONABLE CARE TO REDACT EACH SOCIAL SECURITY NUMBER
IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. ANTHONY B. SYERS
LEGAL DESCRIPTION (COMMITMENT NO. 01219-21797)
Situated in part of the NW 1/4 of Section 7, Town 17 North, Range 3 East, Clay Township, Hamilton County, Indiana,
and being more particularly described as follows:
Being all of Lot Numbered 3 of West Carmel Commons Secondary Plat, as shown on the plat for West Carmel
Commons Secondary Plat as recorded as Instrument Number 2012044435 of the Official Records of Hamilton
County, Indiana.
SCHEDULE B - PART II:
BASED UPON STEWART TITLE GUARANTY COMPANY TITLE COMMITMENT NO.: 01219-21797
ISSUING OFFICE: 792 EASTGATE SOUTH DRIVE, SUITE 700, CINCINNATI, OH 45245
ISSUING OFFICE FILE NO.: 01219-21797; COMMITMENT DATE: JUNE 30, 2021 AT 8:00 A.M.
ITEMS 1-7, AND 25-26 ARE NOT SURVEY RELATED.
8) Easements, setbacks and restrictions, if any, as set forth in plat recorded as Instrument Number2012044435,
Instrument Number 2012071757, Instrument Number 2012044136, Instrument Number 200000045587 and Plat
Book 8, Page 126, all of the Hamilton County, Indiana Recorder's Office. [SEVERAL EASEMENTS AND
SETBACKS LIE WITHIN OR ADJOIN THE SURVEYED PROPERTY. DEPICTED HEREON.]
9) Drainage Easement Agreement in favor of Carl B. Terry and O. Lee Terry dated August 3, 2012, recorded
September 7, 2012 as Instrument Number 2012053720 of the Hamilton County, Indiana Recorder's Office. [SAID
EASEMENT AGREEMENT INCLUDES THE SURVEYED PROPERTY IN EXHIBIT B, HOWEVER THE EASEMENT
AREA AND RETENTION PARCEL DESCRIBED IN EXHIBIT D & E DO NOT LIE WITHIN OR ADJOIN THE
SURVEYED PROPERTY.]
10) Declaration of Easements and Protective Covenants by Michigan Road Carmel, LLC, an Indiana limited liability
company dated August 7, 2012, recorded August 23, 2012 as Instrument Number 2012050182 of the Hamilton
County, Indiana Recorder's Office. [SAID DECLARATION INCLUDES THE SURVEYED PROPERTY IN EXHIBIT
A-2. THE EASEMENTS INCLUDED ARE THE SAME AS SET FORTH ON THE SUBJECT PLATS AND ARE ALSO
THE SAME AS ITEM 8 ABOVE. DEPICTED HEREON.]
11) Attachment 3 Non-Exclusive Sanitary Sewer Easement in favor of Clay Township Regional Waste District dated
February 7, 2012, recorded August 3, 2012 as Instrument Number 2012044434 of the Hamilton County, Indiana
Recorder's Office. [SAID EASEMENT ADJOINS THE SOUTH LINE OF THE SURVEYED PROPERTY. DEPICTED
HEREON.]
12) Grant of Easement in favor of Carl B. Terry and O. Lee Terry dated June 26, 2012, recorded August 3, 2012 as
Instrument Number 2012044433 of the Hamilton County, Indiana Recorder's Office. [SAID EASEMENT INCLUDES
THE SURVEYED PROPERTY AS EXHIBIT "B". THE EASEMENT DESCRIBED IN EXHIBIT "A" IS THE SAME AS
THE RETENTION PARCEL IN ITEM 9 ABOVE, AND DOES NOT LIE WITHIN OR ADJOIN THE SURVEYED
PROPERTY.]
13) Ordinance C-263 as Amended dated October 7, 2005, recorded November 5, 2007 as Instrument Number
2007062553 of the Hamilton County, Indiana Recorder's Office. [SAID ORDINANCE INCLUDES THE SURVEYED
PROPERTY. BLANKET IN NATURE.]
14) Commitment Concerning the Development and Use of Real Estate dated July 27, 2007, recorded August 7,
2007 as Instrument Number 2007044586 of the Hamilton County, Indiana Recorder's Office. [SAID COMMITMENT
INCLUDES THE SURVEYED PROPERTY. BLANKET IN NATURE.]
15) Pipe Line Easement in favor of Shell Oil Company, a Delaware corporation dated April 25, 1968, recorded May
23, 1968 in Book 105, Page 288 of the Hamilton County, Indiana Recorder's Office. [SAID EASEMENT IS BLANKET
IN NATUREA WHICH DESCRIBES THE ADJOINER PARCEL TO THE NORTH, BEING THE SAME DESCRIBED
IN BOOK 336, PAGE 393 AND CORRECTED IN BOOK 349, PAGE 718 RECORDED IN SAID RECORDER'S
OFFICE. SAID PARCEL ADJOINS BUT DOES NOT INCLUDE THE SURVEYED PROPERTY.]
A. Assignment of Right of Ways and Permits dated September 30, 2004, recorded May 31, 2005 as Instrument
Number 200500033112 of the Hamilton County, Indiana Recorder's Office. [SAID ASSIGNMENT LISTS
PAULINE W. KILGORE WHOM IS LISTED IN SAID EASEMENT REFERENCED IN ITEM 15 ABOVE AS A
GRANTOR OF EASEMENT. SAID ASSIGMENT ALSO LISTS CARL B. TERRY, BEING THE CURRENT
OWNER, AS GRANTOR OF AN AGREEMENT. BLANKET IN NATURE.]
B. Assignment of Right of Ways and Permits dated September 28, 2004, recorded May 31, 2005 as
Instrument Number 200500033111 of the Hamilton County, Indiana Recorder's Office. [SAME AS ITEM 15A
ABOVE.]
16) Easements as set forth in deed dated October 16, 2001, recorded January 4, 2002 as Instrument Number
200200001589 and re-recorded October 7, 2004 as Instrument Number 200400069566 of the Hamilton County,
Indiana Recorder's Office. [SAID EASEMENTS DO NOT LIE WITHIN OR ADJOIN THE SURVEYED PROPERTY.]
17) Release of Easements Taken for Temporary Right of Way dated November 17, 2003, recorded November 24,
2003 as Instrument Number 200300119692 of the Hamilton County, Indiana Recorder's Office. [SAID TEMPORARY
EASEMENT IS DESCRIBED IN ITEM 16 ABOVE AND DOES NOT LIE WITHIN OR ADJOIN THE SURVEYED
PROPERTY.]
18) Easements as set forth in deed dated October 6, 1997, recorded February 11, 2000 as Instrument Number
200000006883 of the Hamilton County, Indiana Recorder's Office. [SAID EASEMENT RUNS ALONG THE WEST
LINE OF MICHIGAN ROAD (US 421), AND DOES NOT LIE WITHIN OR ADJOIN THE SURVEYED PROPERTY.]
19) Gas Line Easement in favor of Indiana Gas Company, Inc., an Indiana corporation dated December 16, 1987,
recorded February 10, 1988 as Instrument Number 88-02491 of the Hamilton County, Indiana Recorder's Office.
A. Release and Quitclaim of Certain Easement Rights dated October 18, 2012, recorded October 30, 2012 as
Instrument Number 2012066830 of the Hamilton County, Indiana Recorder's Office. [SAID INSTRUMENT
REFERENCES AND RELEASES THE GAS LINE EASEMENT DESCRIBED IN INSTRUMENT 88-02491 AS
REFERENCED IN ITEM 19 ABOVE. NOT SHOWN]
20) Agreement Amending and Partially Releasing Pipeline Easement dated March 31, 1986, recorded December 2,
1986 as Instrument Number 8627363 of the Hamilton County, Indiana Recorder's Office. [SAID EASEMENT LIES IN
THE NORTHWEST CORNER OF THE NORTH ADJOINER. IT DOES NOT LIE WITHIN OR ADJOIN THE
SURVEYED PROPERTY.]
21) Electric Line Easement in favor of Indianapolis Power & Light Company, an Indiana corporation datedMarch 4,
1985, recorded March 11, 1985 as Instrument Number 85-3169 of the Hamilton County, Indiana Recorder's Office.
[SAID EASEMENT LIES WITHIN THE NORTH ADJOINER AND RUNS ALONG THE NORTH LINE OF THE
SURVEYED PROPERTY. DEPICTED HEREON.]
22) Grant of Easement in favor of Merchants National Bank & Trust Company of Indianapolis dated August 20, 1980,
recorded September 9, 1980 in Book 322, Page 328 of the Hamilton County, Indiana Recorder's Office. [SAME AS
THE SUBJECT DEED PARCEL I DESCRIPTION. BLANKET IN NATURE.]
23) Grant of Easement in favor of Edith G. Bauer dated July 26, 1974, recorded August 5, 1974 in Book 275, Page
545 of the Hamilton County, Indiana Recorder's Office. [SAID EASEMENT DOES NOT LIE IN THE SAME
QUARTER-QUARTER SECTION AS THE SURVEYED PROPERTY.]
24)Easements and restrictions as set forth in deed dated June 25, 1998, recorded July 21, 1998 as Instrument
Number 9809839558 of the Hamilton County, Indiana Recorder's Office. [SAID INSTRUMENT IS THE DEED FOR
THE SOUTH ADJOINER BEING BLOCK 5 OF MAYFLOWER PARK. EASEMENTS ADJOINING THE SURVEYED
PROPERTY PER SAID MAYFLOWER PARK PLAT ARE DEPICTED HEREON.]
8
2021 MINIMUM STANDARD ALTA/NSPS TABLE A ITEMS:
ITEM 1:MONUMENTS FOUND OR SET AS SHOWN ON THE SURVEY.
ITEM 2:10216 N. MICHIGAN ROAD, CARMEL, INDIANA
ITEM 3:THE SUBJECT PROPERTY IS LOCATED IN "FLOOD ZONE X (UNSHADED)" AS SAID PARCEL PLOTS ON
THE FLOOD INSURANCE RATE MAPS FOR THE CITY OF CARMEL AND HAMILTON COUNTY, INDIANA.
THE ACCURACY OF THIS FLOOD HAZARD STATEMENT IS SUBJECT TO MAP SCALE UNCERTAINTY AND
TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE
RATE MAP.
MAP NO.: 18057C0225G, WITH AN EFFECTIVE DATE OF NOVEMBER 19, 2014.
ITEM 4:THE GROSS LAND AREA OF THE COMMITMENT PARCEL IS 1.711± ACRES.
ITEM 5:THE VERTICAL RELIEF IS AS SHOWN ON THE SURVEY. THE BASIS OF BEARING IS GRID NORTH
DERIVED FROM POST PROCESSING METHODS USING THE NORTH AMERICAN DATUM OF 1983 (2011)
STATE PLANE COORDINATES, INDIANA EAST ZONE 1301. THE VERTICAL DATUM IS THE NORTH
AMERICAN VERTICAL DATUM OF 1988 ELEVATIONS BASED ON GEOID 2018B.
ITEM 6(a):A ZONING LETTER OR REPORT HAS NOT BEEN PROVIDED TO THE SURVEYOR AT THE TIME OF THE
SURVEY.
ITEM 8:SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE SURVEY ARE AS SHOWN
ON THE SURVEY.
ITEM 11(a):THE UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR
EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES LOCATED HEREON
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR
FURTHER DOES NOT WARRANT THAT THE UTILITIES LOCATED ARE IN THE EXACT LOCATION
INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE. INDIANA 811 ONE-CALL PUBLIC UTILITY LOCATE SERVICE TICKET
NUMBER 2107145873 WAS ISSUED FOR THIS SITE.
WITH REGARD TO TABLE A, ITEM 11 SOURCE INFORMATION FROM PLANS AND MARKINGS WILL BE
COMBINED WITH OBSERVED EVIDENCE OF UTILITIES PURSUANT TO SECTION 5.E.IV. TO DEVELOP A
VIEW OF THE UNDERGROUND UTILITIES. HOWEVER LACKING EXCAVATION, THE EXACT LOCATION OF
UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. IN
ADDITION, SOME JURISDICTIONS, 811 OR OTHER SIMILAR UTILITY LOCATE REQUESTS FROM
SURVEYORS MAY BE IGNORED OR RESULT IN AN INCOMPLETE RESPONSE, IN WHICH CASE THE
SURVEYOR SHALL NOTE ON THE PLAT OR MAP HOW THIS AFFECTED THE SURVEYOR'S ASSESSMENT
OF THE LOCATION OF THE UTILITIES. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS
REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION AND/OR A PRIVATE UTILITY LOCATE REQUEST
MAY BE NECESSARY.
ITEM 13:NAMES OF ADJOINING OWNERS OF PLATTED LANDS ACCORDING TO PUBLIC RECORD ARE AS SHOWN
ON THE SURVEY.
ITEM 15:AERIAL IMAGERY DERIVED FROM UNMANNED AERIAL PHOTOGRAMMETRIC DATA AND SUPPLEMENTAL
FIELD SURVEY DATA COLLECTED BY CEC ON JULY 22, 2021 WAS USED TO IDENTIFY INTERNAL
IMPROVEMENTS. SURFACE MEASUREMENTS AND CHECKS SHOW THE ACCURACY OF SAID DATA TO
BE WITHIN 0.2 FOOT.DATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:ALTA/NSPS LAND TITLE SURVEYRETRACEMENT SURVEY313-8631"=30'JULY 27, 2021NRBTJTABS1 2
SV-1GLOBAL POWER &CONSTRUCTION, INC.HIGHER GROUND EDUCATION - CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comSW CORNER DETAIL
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:TOPOGRAPHIC SURVEY313-8631"=30'JULY 27, 2021NRBTJTABS2 2
SV-2GLOBAL POWER &CONSTRUCTION, INC.HIGHER GROUND EDUCATION - CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANANORTH
530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comVICINITY MAP
Survey Certification
I, the undersigned, hereby certify that to the best of my professional knowledge and belief the within plat represents a
topographic survey of the real estate shown or described hereon. The nature, size and location of utilities shown on this
plat are per plans and/or locations provided by the respective utility companies or their representatives together with field
observation as further noted hereon. The topographic data was gathered using standard radial surveying techniques
with an electronic total station and data collector and/or using a Global Positioning System (GPS). Contours are plotted
based upon interpolation of spot elevations shown hereon and are accurate to generally within one half contour interval.
The field work for this survey was performed on July 23, 2021.
The user of this topographic survey is cautioned to consider that all natural surfaces are subject to vertical movement due
to the effects of environmental and mechanical factors on soil properties. The spot elevations and the interpolated
contour lines depicted hereon are representative of the surface of the site on the date(s) the field survey was performed.
Changes in surface elevations varying up to 0.5 feet after the date of the survey may be possible without any obvious
visible indications. Therefore, it is recommended that the surface elevations of this site be verified prior to construction
and that any significant discrepancies be reported to the engineer for evaluation. The surveyor is not responsible for
estimating or accounting for any vertical variances caused by such environmental or mechanical influences.
_______________________________________
Anthony B. Syers
Registered Land Surveyor No. LS20800124
July 27, 2021
asyers@cecinc.com
prepared by Anthony B. Syers
I affirm, under the penalties for perjury, that I have taken
reasonable care to redact each Social Security number
in this document, unless required by law. Anthony B. Syers
PROPOSED LEGEND:
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comNORTH
JCB1" = 20'TEMPORARY STORMWATERPOLLUTION PREVENTION PLANC100
04
GENERAL NOTES
ADDITIONAL CITY OF CARMEL NOTES:
EROSION CONTROL RESPONSIBLE PERSON:
04/20/2022
ADJOINER
SURVEYED PROPERTY
ADJOINER
ADJOINER
ADJOINER
ADJOINER
24' WIDE ACCESS
EASEMENT
0.085± ACRES
LEGEND:
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comNORTH
JCB1" = 20'EXISTING PROJECT SITE LAYOUTC100A
05
GENERAL NOTES
ADDITIONAL CITY OF CARMEL NOTES:
04/20/2022
24' WIDE ACCESS
EASEMENT
0.085± ACRES
1
2
3
4
5
DEMOLITION ITEMS:
DEMOLITION LEGEND:
8
A
B
34567 12
C
D
E
F
G
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8 34567 12
A
B
C
D
E
F
G
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comNORTH
JCB1" = 20'DEMOLITION PLANC101
06
DEMOLITION NOTES:
ADDITIONAL CITY OF CARMEL NOTES:
04/20/2022
A
B
C
D
E
F
PROPOSED SITE KEY NOTES:
G
H
I
J
K1
L
M
N
O
P
4
R
S
T
U
K2
8
A
B
34567 12
C
D
E
F
G
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8 34567 12
A
B
C
D
E
F
G
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comNORTH
ADDITIONAL CITY OF CARMEL NOTES:
GENERAL NOTES:
GENERAL SITE LAYOUT NOTES:JCB1" = 20'SITE LAYOUT PLANC200
07
PARKING DATA:
ZONING DATA: ADJACENT ZONING CLASSIFICATIONS:
ZONING DATA: EXISTING ZONING CLASSIFICATION:
SITE DATA:
SITE DATA:
BUILDING DATA:
LOT COVERAGE
SETBACKS:
04/20/2022
BENCHMARKS:
GRADING LEGEND:
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comNORTH
JCB1" = 20'GRADING PLANC300
08
ADDITIONAL CITY OF CARMEL NOTES:
GENERAL GRADING NOTES:
”
04/20/2022
BENCHMARKS:
ADDITIONAL CITY OF CARMEL NOTES:
DRAINAGE LEGEND:
DRAINAGE SUMMARY
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comNORTH
JCB1" = 20'DRAINAGE PLANC400
0904/20/2022
STR 400 - 403 PROFILE STR 403 - 406 PROFILE STR 403 - 407 PROFILE
STR 402 - 409 PROFILE STR 410 - 411 PROFILE
BENCHMARKS:
STR 403 - 408 PROFILE
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comJCB1" = 20'STORM SEWER PROFILESC401
10
NORTH
NORTH
NORTH NORTH
NORTH
NORTH
04/20/2022
BENCHMARKS:
DRAINAGE LEGEND:
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comNORTH
JCB1" = 20'FLOOD ROUTING PLANC402
1104/20/2022
BENCHMARKS:
UTILITY LEGEND:
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comNORTH
GENERAL NOTES:JCB1" = 20'UTILITY PLANC500
12
ADDITIONAL CITY OF CARMEL NOTES:
GENERAL UTILITY NOTES:
04/20/2022
SANITARY MAIN PROFILE
BENCHMARKS:
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comNORTH
JCB1" = 20'SANITARY PROFILEC501
1304/20/2022
8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:313-863
APRIL 20, 2022
DRAFT
DRAFT26 GLOBAL POWER AND
CONSTRUCTION, INC.
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN ROAD
CARMEL, INDIANA 46032
530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SITE DETAILS
JCB
AS NOTED43DETAIL 205 - CONCRETE COMMERCIAL DRIVEWAYDETAIL 204 - LAP JOINT DETAILDETAIL 203 - PAVEMENT SAWCUTDETAIL 207 - CONCRETE JOINT DETAILSDETAIL 208 - CONCRETE SIDEWALKDETAIL 210 - STRAIGHT CONCRETE CURBDETAILDETAIL 201 - LIGHT DUTY ASPHALTPAVEMENT SECTION DETAIL 202 - HEAVY DUTY ASPHALTPAVEMENT SECTIONDETAIL 206 - CURB JOINT DETAILDETAIL 209 - COMBINED CURB & WALK DETAILDETAIL 211- FLUSH CURB AND WALK DETAILC80004/20/2022
8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:313-863
APRIL 20, 2022
DRAFT
DRAFT26 GLOBAL POWER AND
CONSTRUCTION, INC.
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN ROAD
CARMEL, INDIANA 46032
530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SITE DETAILS
JCB
AS NOTED44 DETAIL 215 - CONCRETE WHEEL STOPDETAIL 212 - PARALLEL CURB RAMP DETAILDETAIL 214 - ADA ACCESSIBLE PARKING STALLSDETAIL 216 - SIGNAGE DETAILDETAIL 217 - PAINTED ADA ACCESSIBLE SYMBOL DETAILNOT TO SCALEDETAIL 218 - MULTI-USE PATH DETAILNOT TO SCALEDETAIL 213 - SIDEWALK CURB RAMPS TYPE G AND TYPE H(INDOT STANDARD DRAWING E 604-SWCR-09)C80104/20/2022
8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:313-863
APRIL 20, 2022
DRAFT
DRAFT26 GLOBAL POWER AND
CONSTRUCTION, INC.
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN ROAD
CARMEL, INDIANA 46032
530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
STORMWATER DETAILS
JCB
AS NOTED45DETAIL 220 - BICYCLE HOOP DETAILDETAIL 219 - TRASH ENCLOSE DETAILSIDE ELEVATIONFRONT ELEVATIONWALL SECTIONC80204/20/2022
8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:313-863
APRIL 20, 2022
DRAFT
DRAFT26 GLOBAL POWER AND
CONSTRUCTION, INC.
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN ROAD
CARMEL, INDIANA 46032
530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SITE DETAILS
JCB
AS NOTED46C80304/20/2022
8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:313-863
APRIL 20, 2022
DRAFT
DRAFT26 GLOBAL POWER AND
CONSTRUCTION, INC.
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN ROAD
CARMEL, INDIANA 46032
530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SANITARY DETAILS
JCB
AS NOTED47C80404/20/2022
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343Phone (888) 344-9044 Fax (423) 826-2112www.aquashieldinc.comStructure #:Drawn By:Scale:Date:6/26/2019RvwedRvw. DateU.S. Patent No. 6524473 and other Patent PendingAqua-Swirl XCeleratorAs ShownOFloresAqua-Swirl Stormwater Treatment SystemStandard DetailXC-4 CCW STDXC-4 STDAqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment System12 in[305 mm]Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS4 in[1219 mm] Min.Gravel BackfillConcreteWrap Compressible ExpansionJoint Material to a minimum1/2-inch [13 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.RiserSoilCoverFrame1/2 in[13 mm]1/2 in[13 mm]Place small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.Backfill (90%Proctor Density)8 in[203 mm]4 1/2 in[114 mm]Unless other traffic barriers are present,bollards shall be placed around access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.Manhole Frame & Cover DetailFor Traffic Loading AreasNTSCoverFrame48 in[1219 mm] Min.Backfill (90%Proctor Density)3,000 psi [20 MPa](min) Concrete#4 [13 mm] Rebar@ 6 in [152 mm]Each Way30 in [762 mm]Riser1/2 in[13 mm]4 1/2 in[114 mm]14 in[356 mm]1/2 in [13 mm] ThickExpansion JointMaterialIf traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]diameter, 14-inch [356 mm] thick reinforced concrete pad must beplaced over the Stormwater Treatment System Riser to support andlevel the manhole frame, as shown. The top of riser pipe must bewrapped with compressible expansion joint material to a minimum1/2-inch [13 mm] thickness to allow transfer of wheel loads frommanhole cover to concrete slab. Manhole cover shall bear on concreteslab and not on riser pipe. The concrete slab shall have a minimumstrength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]reinforcing steel as shown. Minimum cover over reinforcing steel shallbe 1-inch [25 mm]. Top of manhole cover and concrete slab shall belevel with finish grade.Please see accompanied Aqua-Swirl specification notes. See SitePlan for actual System orientation. Approximate dry (pick) weight:2000 lbs [900 kg].Backfill shall extend at least 18inches [457 mm] outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)BackfillBeddingUndisturbed soil18 in[457 mm]6 in[152 mm]11As an alternative, 42 in [1067 mm] diameter, HS-20/25rated precast concrete rings may be substituted. 14 in[356 mm] thickness must be maintained.XC-4 inlet/outlet pipe size ranges up to 27 in [686 mm].XC-4 chamber height may vary up to 99 in [2515 mm],depending on inlet/outlet pipe size.Orientation may vary from a minimum of 90° to amaximum of 180°. Clockwise or counterclockwiseorientation as needed.2332Plan ViewSCALE 1:40 66 in[1676 mm] 66 in[1676 mm] n27 in[686 mm] n27 in[686 mm]2Octagonal Base Plate Ø54 in[Ø1375 mm]Elevation ViewSCALE 1:40 57 in[1448 mm] 99 in[2515 mm][1067 mm][940 mm] 5 MH Frame[127 mm] n30 in[762 mm]Band Couplerby Manufacturer.(as needed)RiserManhole Frame andCover by Manufacturer.(See Details)Rim elevations tomatch finish grade.Pipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.44el. VariesInlet/Outlet Invertel. Variesel. VariesGrade (Rim) el. VariesPipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.180° n54 in[1372 mm]Projected ViewSCALE 1:70Optional inletorientations available(See note 4)STORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™This is a sample detail, please contact AquaShield, Inc. for more information.1. Where high groundwater elevations are present oranticipated, Contractor shall supply 3 inches of fiberreinforced concrete inside the swirl chamber to preventbase plate deflection and buoyancy. In addition,Contractor shall supply concrete anti-floatation pad pouredover the octagonal base plate of the swirl to preventbuoyancy.AGENERAL NOTES:VentPlan ViewOctagonal Base PlateArched BaffleArchedBaffleASwirl Inlet Manhole Frame andCover by Manufacturer.(See Details)Grade (Rim) Rim elevations to match finishedgrade. HDPE risers can be fieldcut by Contractor.Swirl OutletVentRiserInlet OutletPipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Pipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Section A-AOctagonalBase PlateFiber ReinforcedConcrete3" [76 mm]ConcreteAnti-Floatation PadWcVariesHcVaries12"[305 mm]Bedding42"[1067 mm]UndisturbedSoilUndisturbedSoilDescription of RevisionTreatment SystemAqua-Swirl StormwaterAnti-Floatation Ring Detail www.aquashieldinc.com Phone (888) 344-9044 Fax (423) 826-21122705 Kanasita Drive, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONSU.S. Patent No. 6524473Scale:Date:Drawn By:Document:Rev. DateConcrete Ring DetailBLR08/22/081:20ASTM D 2321 Class II CrushedStone Backfill with 90%Proctor DensityASTM D 2321 Class I CrushedStone Backfill with 95%Proctor DensityWcVariesConcreteAnti-Floatation PadGravelBackfillGravelBackfill8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:313-863
APRIL 20, 2022
DRAFT
DRAFT26 GLOBAL POWER AND
CONSTRUCTION, INC.
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN ROAD
CARMEL, INDIANA 46032
530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
STORMWATER DETAILS
JCB
AS NOTED48AQUA SWIRL XC-4 INLINE UNIT DETAILC805AQUA SWIRL ANTI-FLOATATION DETAIL04/20/2022
8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:313-863
APRIL 20, 2022
DRAFT
DRAFT26 GLOBAL POWER AND
CONSTRUCTION, INC.
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN ROAD
CARMEL, INDIANA 46032
530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
STORMWATER DETAILS
JCB
AS NOTED49 DETAIL 500 - SERVICE LATERAL DETAILDETAIL 501 - TYPE 1 CLEANOUT DETAILDETAIL 502 - TYPE 2 CLEANOUT DETAILDETAIL 503 - TYPE 3 CLEANOUT DETAILDETAIL 504 - CONCRETE CRADLE DETAILDETAIL 505 - ACCEPTABLE CONNECTION DETAILDETAIL 506 - SANITARY SEWER BEDDING DETAILDETAIL 507 - NEW CORE DETAILC80604/20/2022
8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:313-863
APRIL 20, 2022
DRAFT
DRAFT26 GLOBAL POWER AND
CONSTRUCTION, INC.
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN ROAD
CARMEL, INDIANA 46032
530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SANITARY DETAILS
JCB
AS NOTED50 DETAIL 508 - ADJUSTING RING DETAILDETAIL 509 - BENCHWALL DETAILDETAIL 510 - SANITARY MANHOLE DETAILDETAIL 511 - SADDLE TEE DETAILDETAIL 512 - SELF SEALING CASTING DETAILDETAIL 513 - SELF SEALINGCASTING DETAILC80704/20/2022
8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:313-863
APRIL 20, 2022
DRAFT
DRAFT26 GLOBAL POWER AND
CONSTRUCTION, INC.
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN ROAD
CARMEL, INDIANA 46032
530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
SITE DETAILS
JCB
AS NOTED52 DETAIL 517 - WATER/SEWER SEPARATION DETAILDETAIL # - POST INDICATOR VALVE INSTALLATIONDETAIL 521 - STORZ FIRE DEPT. CONNECTION DETAILDETAIL 514 - STD. HYDRANT SETTING DETAILDETAIL 515 - THRUST BLOCKING DETAILDETAIL 516 - WATER BEDDING DETAILDETAIL 520 - VALVE PLACEMENT DETAILDETAIL 518 - BLOW-OFF ASSEMBLY DETAILDETAIL 519 - VALVE BOX & COVER DETAILC80804/20/2022
PROPOSED LEGEND:
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032REFERENCE 530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comNORTH
JCB1" = 20'PERMANENT STORMWATERPOLLUTION PREVENTION PLANC900
23
GENERAL NOTES
ADDITIONAL CITY OF CARMEL NOTES:
SOIL MAP
SOILS MAP LEGEND
EROSION CONTROL RESPONSIBLE PERSON:
04/20/2022
8
A
B
34567 12
C
D
E
F
G
H
8 34567 12
A
B
C
D
E
F
G
H
DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comJCBNONESTORMWATER POLLUTIONPREVENTION NOTESC901
24
(13) MATERIAL HANDLING AND SPILL PREVENTION
(4) POST CONSTRUCTION STORMWATER QUALITY
(3) STORMWATER QUALITY IMPLEMENTATION
(1) POTENTIAL LANDUSE POLLUTANTS
EROSION CONTROL MAINTENANCE REQUIREMENTS
K. MONITORING AND MAINTENANCE GUIDELINES
(2) LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION
DETAILS OF EACH STORMWATER QUALITY MEASURE
(10) LOCATION OF PROPOSED SOIL STOCKPILES
(12) EROSION CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS
SWPPP FOR POST CONSTRUCTION- CITY OF CARMEL
(3) ESTIMATED PEAK DISCHARGE
(7) POTENTIAL CONSTRUCTION POLLUTANTS
(2) RECEIVING WATERS
(1) HYDROLOGIC UNIT CODE
SWPPP FOR CONSTRUCTION SITES- CITY OF CARMEL
(5) LOCATION WHERE STORMWATER MAY BE DIRECTLY
DISCHARGED INTO GROUNDWATER
(4) LOCATION WHERE SPECIFIC POINTS OF STORMWATER
DISCHARGE LEAVING THE SITE
(8) TEMPORARY & PERMANENT STORMWATER QUALITY MEASURES
C. CONCENTRATED FLOW SEDIMENT CONTROL
B. SHEET FLOW SEDIMENT CONTROL
A. CONSTRUCTION ENTRANCE INFORMATION
(11-B) PERMANENT SURFACE STABILIZATION
(11-A) TEMPORARY SURFACE STABILIZATION
DESCRIPTION MEASURES:
D. INLET PROTECTION LOCATIONS AND SPECS.
E. RUNOFF CONTROL MEASURES
F. OUTLET PROTECTION SPECIFICATIONS
G. GRADE STABILIZATION MEASURES
H. STORMWATER QUALITY DETAILS
I. TEMPORARY SURFACE STABILIZATION
J. PERMANENT SURFACE STABILIZATION
(9) GENERAL CONSTRUCTION SEQUENCE
(5) POST CONSTRUCTION MAINTENANCE GUIDELINES
(14) CONTACT INFORMATION
(6) SOIL MAP
EROSION CONTROL RESPONSIBLE PERSON:
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comJCBAS NOTEDSTORMWATER POLLUTIONPREVENTION DETAILSC902
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DETAIL 903 - TEMPORARY CONSTRUCTION ENTRANCE
DETAIL 900 - SILT FENCE
INSTALLATION DETAIL
DETAIL 904 - EROSION CONTROL INLET PROTECTION
FOR CURB INLET AND CATCH BASINS
DETAIL 906 - NON-PAVED AREA CATCH
BASIN INLET PROTECTION DETAIL
PLAN
SECTION B-B
NOT TO SCALE
DETAIL 901- CONCRETE WASHOUT BMP
DETAIL 907 - BELOW GRATE INLET PROTECTION
DETAIL 902 - STRAW BALE FOR CONCRETE WASHOUT- ONLY
DETAIL 908 - SLOPE BLANKET INSTALLATION
DETAIL #905 - SILT SOCK ON PAVEMENT
DETAIL 909 - FIBER ROLL INSTALLATION
DETAIL 910 - ROCK HORSESHOE DAM DETAIL
DETAIL 911 - RIP RAP APRON DETAIL
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:313-863APRIL 20, 2022DRAFTDRAFT26GLOBAL POWER ANDCONSTRUCTION, INC.HIGHER GROUND EDUCATION CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032530 E. Ohio Street · Suite G - Indianapolis, IN 46204317-655-7777 · 877-746-0749 www.cecinc.comJCBAS NOTEDSTORMWATER POLLUTIONPREVENTION DETAILSC903
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PERMANENT SEEDING DATES
LAWNS AND HIGH MAINTENANCE AREAS
STEEP BANKS AND CUTS
LEVEL AND SLOPING, OPEN AREAS
TEMPORARY SEEDING
PERMANENT SEEDING
TEMPORARY SEEDING DATES
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