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Checklist Comments Report
Project
PZ-2021-00045 TAC CCS Educational Services Addition
Workflow
03/17/2021 9:27 AM
Report
09/28/2021 04:41 PM
Group Comment Category Updated Last CompletedDate
Cycle
GroupingRef #Permit TypeReviewer CommentApplicant ResponseStatus
NameTypeTypeByUpdated?Completed
Planning Residential-Department Please provide the sites zone district This has been provided on the cover Alex 07/30/2021 07/30/2021
1EngineeringMETTrue
ProjectCommercialReviewon the cover sheetsheet.Jordan1:43 PM1:43 PM
Planning Residential-Department Please provide the setback distances This has been provided on the cover Alex 07/30/2021 07/30/2021
2EngineeringMETTrue
ProjectCommercialReviewon the cover sheetsheet.Jordan1:43 PM1:43 PM
Planning Residential-Department Please provide the sites total This has been provided on the cover Alex 07/30/2021 07/30/2021
3EngineeringMETTrue
ProjectCommercialReviewdisturbance on the cover sheetsheet.Jordan1:43 PM1:43 PM
This was provided, but has been
Planning Residential-Department Please provide a professional Alex 07/30/2021 07/30/2021
4Engineeringadded to the cover sheet.METTrue
ProjectCommercialReviewengineer's stamp on the plansJordan1:43 PM1:43 PM
Please provide the anticipated start
Planning Residential-Department This has been provided on the cover Alex 07/30/2021 07/30/2021
5Engineeringconstruction date in a comment letter METTrue
ProjectCommercialReviewsheet (September 2021).Jordan1:43 PM1:43 PM
or project summary
City's multi-use path detail included
Planning Residential-Department Please provide the City's paving on G4.0. If other notes/details need Alex 07/30/2021 07/30/2021
6EngineeringMETTrue
ProjectCommercialReviewpolicy in the setto be added, please direct to Jordan1:43 PM1:43 PM
standards/policy.
Standard details provided for curb
tapers within the right-of-way. All
Planning Residential-Department Please provide the City's curbing Alex 07/30/2021 07/30/2021
7Engineeringother proposed curb private. If other METTrue
ProjectCommercialReviewpolicy in the setJordan1:43 PM1:43 PM
notes/details need to be added,
please direct to standards/policy.
Please verify with CFD that all No proposed modifications the
Planning Residential-Department Alex 07/30/2021 07/30/2021
8Engineeringturning radii are appropriate and existing parking lot with this project.METTrue
ProjectCommercialReviewJordan1:43 PM1:43 PM
adequate for fire trucks
The proposed building will drain to
the existing east basin. The
proposed sidewalks/paths will drain
Planning Residential-Department Please verify that there are no direct to the existng west basin. The Alex 07/30/2021 07/30/2021
9EngineeringMETTrue
ProjectCommercialReviewdischarge areasadditional impervious surface has Jordan1:43 PM1:43 PM
been accounted for with the
Hartman Field stormwater project.
Please verify that all elevations are
Planning Residential-Department This note is provided on SV-3.Alex 07/30/2021 07/30/2021
10EngineeringNorth American Vertical Datum of METTrue
ProjectCommercialReviewJordan1:43 PM1:43 PM
1988 (NAVD)
Please verify that the horizontal
Planning Residential-Department This note is provided on SV-2.Alex 07/30/2021 07/30/2021
11Engineeringdatum of topgraphic map is Indiana METTrue
ProjectCommercialReviewJordan1:43 PM1:43 PM
State Plane Coordinates, NAD83
1
Main Workflow
Please verify that the locations of This has been provided on the
Planning Residential-Department Alex 07/30/2021 07/30/2021
existing utilities with top of curb and survey provided by the owner and
12EngineeringMETTrue
ProjectCommercialReviewJordan1:43 PM1:43 PM
invert elevations, pipe sizes, and included in the set.
direction are shown
Page 1 of 2
1
Main Workflow
Group Comment Category Updated Last CompletedDate
Cycle
GroupingRef #Permit TypeReviewer CommentApplicant ResponseStatus
NameTypeTypeByUpdated?Completed
Please verify that all existing culverts,
This has been provided on the
pipes, and bridges on existing drives
Planning Residential-Department survey provided by the owner and Alex 07/30/2021 07/30/2021
13Engineeringor under the roadway are shown METTrue
ProjectCommercialReviewincluded in the set.Jordan1:43 PM1:43 PM
indicating size, type, and invert
elevations
Please verify that the locations of all
This has been provided on the
existing electrical power vaults,
Planning Residential-Department survey provided by the owner and Alex 07/30/2021 07/30/2021
14Engineeringtransformers, power lines, gas lines, METTrue
ProjectCommercialReviewincluded in the set.Jordan1:43 PM1:43 PM
television cable , and telephone lines
are shown
Planning Residential-Department Please provide all on-site and off-site This has been added to G2.0.Alex 07/30/2021 07/30/2021
15EngineeringMETTrue
ProjectCommercialReviewflood routing through the siteJordan1:43 PM1:43 PM
Please show the 100-year elevations
This information has been provided
of all inlets in the clogged conditions
Planning Residential-Department in the Hartman Drainage Report Alex 07/30/2021 07/30/2021
16Engineering7/30/21: Please have the clogged METTrue
ProjectCommercialReviewincluded as an appendices in the Jordan1:55 PM1:55 PM
areas hatched on the plans and
ESC Drainage Report.
provide the ponding elevations.
Please provide the minimum flood
protection grade (MFPG) and
minimum lowest adjacent grade
(MLAG) elevations and definitions of
Planning Residential-Department This has been added to G2.0 (see Alex 07/30/2021 07/30/2021
17Engineeringeach 7/30/21: Thank you for METTrue
ProjectCommercialReviewplan and General Note 10).Jordan1:55 PM1:55 PM
providing the definitions but we will
need these elevations provided for
the new building addition. Please
provide these on the plans.
Please provide all technical This information has been provided
Planning Residential-Department information required by Section on G2.0 and the Hartman Drainage Alex 07/30/2021 07/30/2021
18EngineeringMETTrue
ProjectCommercialReview102.02(xi)(m) of the Storm Water Report included as an appendices in Jordan1:43 PM1:43 PM
Technical Standardsthe ESC Drainage Report.
Please clearly show the construction
Planning Residential-Department This has been added to all sheets Alex 07/30/2021 07/30/2021
19Engineeringlimits on all sheets with plan view METTrue
ProjectCommercialReviewwith plan view.Jordan1:43 PM1:43 PM
(not required on profile sheets)
Page 2 of 2
9Centon C. Ward, C F7Vf
Surveyor of Nnmilton County
'hone (317) 776-S495
Fax (317) 776-9626
Suite r88
One Narnilton County Square
7Yoblesville, Indiana 46o6o-z23o
4/13/2021
TLF Engineering
RE: CCS Educational Services Addition
We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on April
14, 2021, for this project and have the following comments:
1. The project falls in the incorporated area and MS4 jurisdiction of the City of Carmel.
2. The proposed project DOES fall in a Carmel Wellhead Protection Zone.
3. The proposed project falls in the UG Mitchner Regulated Drain Watershed.
4. Please submit physical plans, drainage calculations and an outlet connection permit for the direct
connection to the Carmel School Arm of the UG Mitchner regulated drain. One outlet connection
permit will suffice for the addition as well as the Hartman Field Improvements.
5. Please note, additional comments may be warranted at a later date.
Should you have any questions, I can be reached at Samuel.dark@hamiltoncounty.in.gov
Sincerely,
1.�
Sam Clark
Plan Reviewer
OPINION OF PROBABLE COSTS OF CONSTRUCTION(based on Drawings dated 08/19/2021)Project:ESC ADDITION AND REMODELINGProject No:2020-514Date:8/19/2021Prepared by:TLFErosion ControlQuantityUnitUnit PriceExtended CostConstruction Entrance1 EA $3,000.00 $3,000Seed and Mulch2,963 SY $1.00 $2,963Silt Fence881 LF $3.00 $2,643Inlet Protection11 EA $250.00 $2,750Erosion Control Blanket28 SY $2.00 $56Rip Rap Outlet Protection1 EA $500.00 $500Rock Donuts1 EA $500.00 $500Concrete Washout1 EA $2,000.00 $2,000Estimated Cost$14,412
CITY OF CARMEL
STORMWATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS
SWPPP for Construction Sites:
1. 14 Digit Watershed Hydrologic Unit Code
2. Name of all receiving waters
If the discharge is to a municipal separate storm sewer, identify the ultimate receiving water
3. Estimate of peak discharge for post construction conditions (10-year)
4. Locations of specific points where stormwater discharge will leave the site.
5. Locations where stormwater may be directly discharged into groundwater, such as abandoned
wells or sinkholes
6. Soils map of the predominant soil types including:
a. Soil legend with descriptions of each soil type
b. Brief description of how the site has accommodated the existing soil limitations
7. Description of potential pollutant sources associated with the construction activities
8. Temporary and permanent stormwater quality measures:
a. Location
b. Dimensions
c. Detailed specifications
d. Construction details
e. Monitoring and maintenance guidelines
9. General construction sequence
Each plan should contain multiple stormwater pollution prevention measures. All measures will not be
installed at the same time. Various measures will be installed at different times throughout the
construction process. Some will be installed prior to land disturbance, and others may not be installed
until work at the site progresses to an area where they are necessary. Each proposed measure should be
identified in the sequence as to when it is to be installed in relation to the land disturbing activities.
10. Location of proposed soil stockpiles, borrow, and/or disposal areas
These areas shall be included as part of the plans whether they occur on or off site.
11. Temporary and Permanent surface stabilization methods appropriate for each season
Provide application rates for soil amendments and seed mixtures, as well as, the type and application rate
for mulch.
12. Erosion and sediment control specifications for individual building lots
13. Material handling, storage, and spill prevention plan
a. List of expected materials that may be present on the site during construction operations
b. Written description of how these materials will be handled to minimize the potential of entering
the storm sewer system
c. Procedures for the contractor to take if any spills occur during construction.
14. Contact information for the trained individual responsible for stormwater pollution prevention for
the project site
a. Name
b. Address
c. Telephone number
d. E-mail address
e. List of qualifications
15. Current revision date on all sheets
Revised 3/5/07
CITY OF CARMEL
STORMWATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS
SWPPP for Post-Construction:
1. Description of potential pollutant sources associated with the proposed land use.
2. Post-construction stormwater quality measures:
a. Location
b. Dimensions
c. Sizing calculations
d. Detailed specifications
e. Construction details
3. Sequence describing stormwater quality measure implementation
Description of when the proposed post construction stormwater quality measures will be installed in
relation to the general construction sequence.
4. Stormwater quality measures to be implemented to prevent or minimize adverse impacts to stream
and riparian habitats
5. An operation and maintenance manual for all post-construction stormwater quality measures:
a. A brief description of what a water quality BMP is and does.
b. Contact information for the BMP owner
i. Name
ii. Address
iii. Telephone number
iv. E-mail address
c. A statement that the BMP owner is responsible for all maintenance and costs associated with the
BMPs
d. A right-of-entry statement allowing the City of Carmel to inspect and maintain the BMP as
necessary
e. A description of each BMP
f. Specific actions to be taken regarding routine maintenance, remedial maintenance, and
sediment/pollutant removal:
i. Sediment/pollutant removal procedures should be explained in both narrative and
graphical forms.
ii. Guidance on routine maintenance, such as mowing, litter removal, woody growth
removal, etc.
iii. Guidance on remedial maintenance, such as inlet replacement, outlet work, etc.
iv. A tabular schedule should be provided listing all maintenance activities and dates for
performing the these required activities
v. Who will actually be charged with maintaining the BMPs (maintenance staff, waste
disposal company, etc.)
g. Site drawings showing:
i. Locations of the BMPs
ii. Locations of the access easements to maintain the BMPs
iii. Locations of the points of discharge for stormwater treated by the BMPs
iv. Cross sections of BMP features
h. Requirements regarding the submittal of annual inspection reports to the City of Carmel
Engineering Department. The first report is due one year after construction is completed, with
subsequent reports due each year within the same month of the initial report. If there are any
deficiencies found during the inspection, these should be addressed. If the inspection report is
not received within the month it is due, if there are deficiencies which were not included in the
report, or if any deficiencies included in the report are not addressed in a timely manner, the
BMP owner faces enforcement action from the City.
Revised 3/5/07
TLF
3901 W 86th Street Suite 200
6203 Constitution Drive
|
|
Indianapolis, IN 46268
Fort Wayne, IN 46804
|
|
317-334-1500
260-444-4701
September 2, 2021
Mr. Caleb Warner
Engineering Administrator
City of Carmel Engineering Dept.
One Civic Square
Carmel, IN 46032
Email: cwarner@carmel.in.gov
Re: Construction Entrance Request
PZ-2021-00045
Dear Mr. Warner,
The project team for CCS Education Services Addition respectfully requests Carmel Engineering and
Board of Public Works approval for a proposed construction entrance at 5201 E. Main Street.
The proposed stone construction entrance would be approximately 20 feet in width and is located
approximately 300 feet east of the existing entrance to the CCS Education Services Center. The
proposed location is shown on the Erosion Control plan sheet, G2.01, included as an attachment to this
letter.
Construction is anticipated to begin yet this month and substantial completion is scheduled for July 2022.
Please let us know if you need any additional information to be able to present to Board of Public Works
for approval.
Sincerely,
TLF, Inc.
Brittany N. Heidenreich, PE
Senior Project Manager
Attachment (1)
Cc: Kurt Sivilich - Fanning Howey, Jacob Bower – Skillman, Alex Jordan – Carmel Engineering
BUILDING ADDITION
2,930 S.F.
F.F.E.= ±779.75' (M.E.)
ADJOINER
TBM#4 = 779.85
TBM#2 = 781.44
4
4
4 4
2
2SFSFSFSF11
1
14
4
4
4 TPTPTPTP TPTPTPTP
1
3
11
6SFSFSFSFSF
SF3
7
CW
PT
5
8
10
10
10
10
10
10 10
10
10
10
10
10
10
10
11
11
11
12
4
4
4 SFSFSFSFSFSFSFSFSF SF
BENCHMARKS:
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what's below.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana! G2.01
EROSION CONTROL PLAN
1.SEE DRAWING GD0.01 FOR GENERAL NOTES AND ADDITIONAL LEGEND.
2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED
BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT
AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH
PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO
THE ENGINEER.
4.SEE SITE DEMOLITION PLAN ON SHEET GD1.0 FOR INITIAL EROSION CONTROL
MEASURES (TO BE MAINTAINED THROUGHOUT CONSTRUCTION).
5.SEE EROSION CONTROL DETAILS ON SHEET G2.02
6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
7.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 DEVELOPERS RESPONSIBILITY TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO
WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
8.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.
GENERAL NOTES
CONSULTANT
CARMEL CLAY SCHOOLS
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
5201 EAST MAIN STREET
CARMEL, INDIANA
TAC SUBMITTAL
REV.
NO.DESCRIPTION DATE
ISSUE FOR BID/TAC REVIEW 03/15/20210
PROJECT NUMBER: 220144.00
PROJECT ISSUE DATE: MARCH 15, 2021
DRAWN BY: DBS
WWW.TLF-ENGINEERS.COM317-334-1500
3901 W 86TH ST #200, INDIANAPOLIS, IN 46268
EDUCATIONAL
SERVICES CENTER
ADDITION AND
REMODELING
ADDENDUM #1 04/19/20211
CITY COMMENTS 08/19/20212
30 9003060
EROSION CONTROL KEYNOTES
1.SILT FENCE
2.SEDIMENT BAG INLET PROTECTION
3.REMOVE CONSTRUCTION ENTRANCE DRIVE AND STAGING
AREA WHEN NO LONGER NEEDED, REPLACE TOPSOIL TO
BRING BACK TO GRADE AND SEED
4.PERMANENT SEEDING
5.PORTABLE TOILET - ANCHOR TO PREVENT SPILLS
6.STAGING AREA
7.RIPRAP AT AREA OF END SECTION
8.CONCRETE WASHOUT
9.EROSION CONTROL BLANKET
10.CONSTRUCTION LIMITS
11.DURING CONSTRUCTION KEEP PAVEMENT AND
SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLY
CONDITION. CLEAN WHEELS OF VEHICLES BEFORE
LEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS OR
OTHER PAVED AREAS.
12.ROCK DONUT
EROSION CONTROL LEGEND
SEDIMENT BAG INLET PROTECTION
APPROXIMATE LIMITS OF CONSTRUCTION
APPROXIMATE LIMITS OF PERMANENT SEEDING
CW INDICATES LOCATION OF CONCRETE WASHOUT
SILT FENCE
PT INDICATES LOCATION OF PORTABLE TOILETS
EROSION CONTROL BLANKET
SFTP TP
TREE PROTECTION REQUIRED
EROSION CONTROL NOTES
1.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BY
THE INSPECTOR.
2.DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK
AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORE
LEAVING THE SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER
PAVED AREAS.
3.ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE
WITH CHAPTER 600 OF THE CITY OF CARMEL STORMWATER TECHNICAL
STANDARDS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS
AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO
THE REQUIREMENTS AS SET FORTH IN THE MANUAL.
USGS BENCHMARK INFORMATION