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October 17, 2005
CI
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Nrr.DemllsL.Lockwood
Mark Swanson Associates, Inc.
10610 North Park Avenue
Indianapolis, IN 46280
JAMES BRAINARD, MAYOR
RE: Nightingale Home Healthcare, 1036 South Range Line Road-Project Revielv #2
Dear Mr. Lockwood:
The City has received your comment letter and drawings dated September 19, 2005 based upon the City
review of May 11, 2005.
The comments from the City review have been satisfactorily addressed with the following exceptions:
PROJECT COMMENTS-CONSTRUCTION PLANS
16. Please label and dimension the sidewalk. The 9.1- foot lvide integral walk and curb do not
match the existing sidelvalk in the vicinity. Please provide a sidewalk to match the existing.
17. Is the entrance existing or is it proposed in a new location? What is the width of the entrance?
The entrance cannot be wider than 30 feet face to face at the right-of-way line. Within the right-
of-way, a concrete apron must be provided for the entrance. Did not find the concrete apron
indicated or labeled, or details of the concrete apron on any of the three sheets you indicated.
in your response (C1.0, CI.t, and A1.0). Please provide sufficient information so that a
contractor will know hOlY to construct the concrete apron.
18. APA ramps must be provided to cross the entrance. Thank you for your response "ADA ramps
have been provided to cross the entrance. Please refer to the Architectural Site Plan, A-I."
There is a ramp sholvn, but not labeled, on the south side of the entrance. Please indicate
and label an existing or proposed ramp on the north side of the entrance. ~Complete
information for the ADA ramps needs to be sholvn on the civil site plan.
19. Please provide depressed curb across the entrance. If you will need to cut any of the Rangeline
Road pavement to modify this entrance and place the concrete apron and depressed curb, Board of
Public Works and. Safety approval is reql1:ired and. repair must ~tch City standard street cut patch
detail. The sheet you referred to, Sheet A-t does not have suffi~ient information regarding a
concrete apron. Please provide complete information for the concrete apron on the civil site
plan.
21. Please indicate and label the curb return radius at the entrance. The curb return radius must be 40
feet. Thank you for your response "Please refer to the Site Grading Plan, C2.0 and the
Architectural Site Plan, Al.O." The curb return radius is labeled on neither of these sheets.
The curb return radius is incorrectly labeled 20 feet on Site Plan, Ct.1.
22. Will new sidewalks, curbs, or street pavement be constructed in the right-of-way as part of this
development? The City standard details must be utilized in the right-of-way and delineated as
such on the plans unless the standard details for the development meet or exceed the City
requirements.
23. The Department will not approve the connection to the storm sewer in Veterans Way. With the
existing swale to the east of Veterans Way it is unlikely that the V et~rans Way piping system was
designed to accommodated the runoff from the Nightingale property. The detention system must
outlet to the existing s\vale. Thank you for your response "The proposed underground
detention system lvill outlet to the existing ditch on the ease side of Veterans 'Vay." This lvill
be considered during the drainage revie,v.
DEPARTMENT OF ENGINEERING
ONE CMC SQUARE, CARNIEL, IN 46032 OFFICE 317.571.2441 FAX 317.571.2439
EMAIL engineering@ci.carmel.in.us
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Mr. Dennis L. Lock\vood
~'1ark S\vanson Associates, Inc.
10610 North Park Avenue
Indianapolis, IN 46280
CI
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!lAY 2 6 200s
DOCS '
May 11, 2005
].A_\lES BRAINARD, Mt\YOR
RE: Nightingale Home Healthcare, 1036 South Range Line Road-Project Revie\v #1
Dear Mr. Lockwood:
\Ve have revie\ved the construction plans submitted for the !vIay 18, 2005 Technical Advisory Committee
meeting. '-tVe offer the follo\ving comments:
GENERAL INFOR'I...\ TION
1. The project site is located \vithin current City of Carmel Corporate Limits.
2. Jurisdictions:
. Street and Right of\Vay - City of Carmel (Range Line Road).
. Water - City of Carmel Utilities
. Sanitary Se\ver - City of Carmel Utilities
. Storm Se\ver - City of Carmel ..
3. Board of Public \\Torks and Safety Approval Requirements:
. Water and Sanitary Se\ver Availability.
. Commercial Curb Cut (including the apparent modifications to the existing curb cut). The request
for Board approval should include 8 Yi" x 11" exhibits that \vill indicate the existing curb cut (if
applicable), the proposed curb cut and all appropriate data and dimensions including width, radii,
etc. Please indicate all existing and opposing drive\vays and their relationship to the proposed
curb cut for this development.
. Temporary Construction Entrance. Separate BP\VS approval \\!ill be required if this entrance is to
be located anJ~vhere other the site of the permanent curb cut.
. Consent to Encroach approvals for any permanent improvement to be installed within dedicated
easements and/or dedicated right of way.
. Secondary Plat approval (if applicable).
. Dedication of Public Right of\Vay (if applicable)
I am enclosing a schedule for Board of Public \V orks and Safety meeting dates and agenda deadlines
for your use. Please use the Engineering Department deadlines for submissions to the Board.
AllY submission to tlte Board requires prior final approval by the Carnzel Clay Plan Contmission
and/or the Board..ofZoning Appeals and cOltlpletion of review by the Technical Advisory
Committee. All >>.ritten requests to be place on the Board's agenda mllst include the appropriate
Docket Numbers and the date (or dates) of approval by the Plan Comlnission and/or BZA.
4. TAC Revie\vlDra\vings submitted for approval:
\Ve request that all comments and comment letters generated by this office be answered in writing and
be accompanied by a dra\ving reflecting requested revisions. Final dra\vings \vill not be approved for
construction until all issues have been resolved. All Carmel Utility issues must also re resolved. The
design engineer must certify all dra\\ings submitted for final approval. This office will require a
minimum of five-sets (maximum of seven-sets) of approved dra\vings after all issues have been
re~olved. The dra\\ings \vill be stamped approved and signed by both the City Engineer and Director
Carmel Utilities. The Developer/O\\ner \vill receive one-set \vhich is to be maintained on the
construction site at all times. Carmel Utilities \vill receive t\vo-sets. Our Construction Manager \vill
receive one-set and one-set will be maintained in the Department of Engineering.. If more than the
minimum of five-sets are requested to be approved, the additional sets (maximum total of two
additional) must be submitted \vith the five required sets.
DEPART~IENT OF E~'\GINEERING
ONE CIVIC SQUARE, CAR~1EL, IN 46032 ()FFICE 317.571.2441 FAX 317.571.2439
Etv1AII. engineeringCf~;ci .carn1el.in. us
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5. Please be advised that any installation of signs, walls, irrigation systems, etc. within dedicated
easements and/or right of way will require Consent to Encroach approval.
Provide a traffic study which compares the traffic generated by the current use to the proposed use.
This traffic study shall be submitted to the Plan Commission for their approval of the project.
6. Carmel Utilities does not subscribe to "Holey Moley" and should be contacted directly for all water
main and sanitary sewer main locations.
7. Carmel Utilities will provide a separate review of this project for water and sanitary sewer issues.
8. I am including copies of the following with this correspondence:
. Performance and Maintenance Guarantees
. Commercial Project Approval Procedures.
. Building Permits
. Permit Data, Contacts, etc.
. Commercial Permitting Procedures.
. City of Carmel Street Sign Standards
BONDING REOillREMENTS
9. Upon initial review, it appears the following bonding requirements may apply to this project:
Performance GuaranteeslEngineer's Estimates
Please provide a detailed and itemized Certified Engineer's Cost Estimate for 100% of the cost of labor
and materials for the construction of the following improvements:
. Right of Way Improvements including demolition of old entrance, new entrance and public
sidewalk in the right of way of Range Line Road.
It is our assumption that the storm se~er/storm drainage system will be privately owned and
maintained. If this is not the case, Performance Guarantees will be required for storm sewers.
Individual Performance Guarantees will be required in the amount of the Engineer's Estimate.
Street Cut/Right of Way Permit and Bonding Requirements
Any work in the dedicated right ~fway of Range Line Road will require a Right of Way Permit. If the
work in the right of way is not included in the scope of work of a Performance Bond, a separate
License & Permit Bond will be required. The bond amount will be determined by the number of
instances of work in the right of way @ $2,000.00 per instance. Open pavement cuts in dedicated
streets require separate approval by our Board of Public Works and Safety. Please contact our Right of
Way Manager, Fred Glaser, to arrange right of way permitting and right of way bonding.
10. We have engaged Crossroad Engineers to review all drainage plans and calculations for all projects
submitted to this office for review and approval. We will share all Crossroad reviews as they are
received. If you have not already done so, please send I-set of plans and drainage calculations for this
proj ect to:
Mr. Greg Ilko, PE
Crossroad Engineers, PC
3417 South Sherman Drive
:Beech Grove, IN 46107
The City assumes that plans and drainage calculations have been submitted to Crossroad
Engineers as a TAC member. Comments from this review will be provided when said revie\v is
complete. If plans and calculations have not been submitted to Crossroad, please do so
immediately.
AVAILABILITY AND CONNECTION FEES
11. Availability (acreage) Fees
Availability ( acreage) Fees are not applicable to this project.
Connection Fees - Based upon the dra\vings submitted and information supplied by Dennis
Lockwood on May 10, 2005, the proposed building will be 3-stories plus a basement. The building
will contain 30,000 square feet of office space and 7150 square feet of inside parking on the lower
level. The Current Water Connection Fee is $1,31 O.OO/EDU. The current Sanitary Sewer Connection
Fee is $795.00IEDU. Based upon our ordinance, the office classification is calculated at 0.5
EDUs/1,000 ft.2. Thus:
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e
30,000 ft.2 X 0.5 EDUs/1,000 ft.2 = 15.0 EDUs
Based upon your current usage, a 1.0 EDU credit will be allowed. Thus, additional water and sanitary
sewer connection fees \viB be based up a net of 14.0 EDUs:
'Vater - 14.0 EDUs @ $1,310.00/EDU =
Sanitary Sewer - 14.0 EDUs @ $795.00/EDU =
Total Additional Connection Fees
$18,340.00
$11 ~ 130.00
$29,470.00
PROJECT COMMENTS-CONSTRUCTION PLANS
12. Please provide a traffic study \vhich compares the traffic generated by the current use to the proposed
use. This traffic plan shall be submitted to the Plan Commission for their consideration of approval of
this project.
13. Did not find water on Sheet 3.0 - Site Utility Plan. Please indicate water line locations. In legend,
please complete "UFO." Please indicate locations of all utility connections on Utility Plan.
14. Please label the widths of all internal drives, drive aisles, alleys, and streets.
15. Label the existing and proposed Rangeline Road right-of-way. If existing does not meet the
Thoroughfare Plan requirements, additional right-of-way must be dedicated.
16. Please label and dimension the sidewalk.
17. Is the entrance existing or is it proposed in a ne\v location? What is the width of the entrance? The
entrance cannot be wider than 30 feet face to face at the right-of-\vay line. Within the right-of-way, a
concrete apron must be provided for the entrance.
18. ADA ramps must be provided to cross the entrance.
19. Please provide depressed curb across 1he entrance. If you will need to cut any of the Rangeline Road
pavement to modify this entrance and place the concrete apron and depressed curb, Board of Public
Works and Safety approval is required and repair must match City standard street cut patch detail.
20. Please label the existing wall. Will the wall be disturbed during the new construction?
21. Please indicate and label the curb return radius at the entrance. The curb return radius must be 40 feet.
22. \Vill new sidewalks, curbs, or street pavement be constructed in the right-of-way as part of this
development? The City standard details must be utilized in the right-of-way and delineated as such on
the plans unless the sta~dard details for the development meet or exceed the City requirements.
23. Please confirm that there are no planned open cuts of Rangeline Road or Veterans Way.
Connection to the storm structure in Veterans Way must be completed by a contractor bonded with the
City. Contact Fred Glaser within the Department of Engineering for additional requirements.
24. The Department \vill not approve the connection to the storm sewer in Veterans Way. With the
existing swale to the east of Veterans Way it is unlikely that the Veterans Way piping system was
designed to accommodated the runoff from the Nightingale property. The detention system must
outlet to the existing swale.
25. \Vhat is represented by the three diagonal dashed lines on the south side of the project on Sheet 3.0?
Please provide a label.
26. Please complete the Structure Schedule on Sheet 3.0.
27. Please provide construction details for the detention facility.
28. Sheet L-l Landscape Site Plan - Please remove Landscape Plan from set of plans submitted to
Department of Engineering for approval. The Department of Engineering doesn't approve the
Landscape Plan.
These comments represent the Department of Engineering's initial review of the construction plans for this
project. We request that all responses to our comments be provided in \vriting. Failure to provide written
responses may result in delay of the review process. We assume all of the storm sewer system is private.
It is critical that our office be made aware of all modifications made on the plans being resubmitted,
particularly if any such changes are considered "ne\v" or fall outside of our previous reviews. Please
provide revised plans including all revisions. Please notify us of any changes and specifically state any
changes, including changes resulting from Plan Commission, Special Studies, or other committee meetings.
m_ mue~. -...-... ...... ....
Nlay 11, 2005
Mr. Dennis L. Lock\vood
~/Iark S\vanson Associates, Inc.
10610 North Park Avenue
Indianapolis, IN 46280
CI
EL
DOCS
]Al'v1ES BRAINARD, 11AYOR
RE: Nightingale Home Healthcare, 1036 South Range Line Road-Project Revielv #1
Dear Mr. Lock\vood:
'-tVe have revie\ved the construction plans submitted for the May 18, 2005 Technical Advisory Committee
meeting. '-tVe offer the follo\ving comments:
GENERAL INFORl\'l.A.TION .
1. The project site is located vvithin current City of Carmel Corporate Limits.
2. Jurisdictions:
. Street and Right of\Vay - City ofCa~el (Range Line Road).
. Water - City of Carmel Utilities
. Sanitary Sewer - City of Carmel Utilities
. Storm Se\ver - City of Carmel ...
3. Board of Public \Vorks and Safety Approval Requirements:
. \Vater and Sanitary Se\ver Availability.
. Commercial Curb Cut (including the apparent modifications to the existing curb cut). The request
for Board approval should include 8 Y2" x 11" exhibits that \vill indicate the existing curb cut (if
applicable), the proposed curb cut and all appropriate data and dimensions including width, radii,
etc. Please indicate all existing and opposing drive\vays and their relationship to the proposed
curb cut for this development.
. Temporary Construction Entrance. Separate BPWS approval will be required if this entrance is to
be located anj'VIhere other the site of the permanent curb cut.
. Consent to Encroach approvals for any permanent improvement to be installed within dedicated
easements andior dedicated right of way.
. Secondary Plat approval (if applicable).
. Dedication of Public Right of \\ray (if applicable)
I am enclosing a schedule for Boar~ of Public Works and Safety meeting dates and agenda deadlines
for your use. Please use the Engineering Department deadlines for submissions to the Board.
Any submission to the Board requires prior final approval by the Carnlel Clay Plan Commission
and/or the Board of Zoning Appeals and conzpletion of review by the_Technical Advisory
Committee. All HJritten requests to he place on the Board's agenda nzust include the appropriate
Docket Numbers and the date (or dates) of approval by the Plan Commission and/or BZA.
4. TAC Revie\v/Dra\vings submitted for approval:
We request that all comments and comment letters generated by this office be answered in writing and
be accompanied by a dra\ving reflecting requested revisions. Final dra\vings wiU not be approved for
construction until all issues have been resolved. All Carmel Utility issues must also re resolved. The
design .engineer must certify all dra\vings submitted for final approval. This office will require a
minimum of five-sets (maximum of seven-sets) of approved dra\vings after all issues have been
resolved. The dra\vings \vill be stamped approved and signed by both the City Engineer and Director
Carmel Utilities. The Developer/O\vner \vill receive one-set \vhich is to be maintained on the
construction site at all times. Carn1el Utilities \vill receive t\vo-sets. Our Cons~ction Manager will
receive one-set and one-set \vill be maintained in the Department of Engineering. If more than the
minimum of five-sets are requested to be approved, the additional sets (maximum total of t\VO
additional) must be submitted \vith the five required sets.
DEPARTi\lENT OF E~'\JGINEErUNG
O:\E CIVIC SQCARE, CAI{J\lEL, IN 46032 OFFICE 317.571.2441 FAx 317.571.2439
EMAll, engineering([Lci .carlnel.in. us
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5. Please be advised that any installation of signs, \valls, irrigation systems, etc. \vithin dedicated
easements and! or right of way will require Consent to Encroach approval.
Provide a traffic study \vhich compares the traffic generated by the current use to the proposed use.
This traffic study shall be submitted to the Plan Commission for their approval of the project.
6. Carmel Utilities does not subscribe to "Holey Moley" and should be contacted directly for all water
main and sanitary sewer main locations.
7. Carmel Utilities will provide a separate review of this project for water and sanitary sewer issues.
8. I am including copies of the following with this correspondence:
. Performance and Maintenance Guarantees
. Commercial Project Approval Procedures.
. Building Permits
. Permit Data, Contacts, etc.
. Commercial Permitting Procedures.
. City of Carmel Street Sign Standards
BONDING REQUIREMENTS
9. Upon initial review, it appears the following bonding requirements may apply to this project:
Performance GuaranteeslEngineer's Estimates
Please provide a detailed and itemized Certified Engineer's Cost Estimate for 100% of the cost of labor
and materials for the construction of the following improvements:
. Right of Way Improvements including demolition of old entrance, new entrance and public
sidewalk in the right of way of Range Line Road.
It is our assumption that the storm se~er/storm drainage system will be privately owned and
maintained. If this is not the case, Performance Guarantees will be required for storm sewers.
Individual Performance Guarantees will be required in the amount of the Engineer's Estimate.
Street Cut/Right of Way Permit and Bonding Requirements
Any work in the dedicated right of way of Range Line Road will require a Right of Way Permit. If the
\vork in the right of way is not included in the scope of work ofa Performance Bond, a separate
License & Permit Bond will be required. The bond amount will be determined by the number of
instances of work in the right of way @ $2,000.00 per instance. Open pavement cuts in dedicated
streets require separate approval by our Board of Public Works and Safety. Please contact our Right of
Way Manager, Fred Glaser, to arrange right of way permitting and right of way bonding.
10. We have engaged Crossroad Engineers to review all drainage plans and calculations for all projects
submitted to this office for review and approval. We will share all Crossroad reviews as they are
received. If you have not already done so, please send I-set of plans and drainage calculations for this
proj ect to:
Mr. Greg Ilko, PE
Crossroad Engineers, PC
3417 South Sherman Drive
Beech Grove, IN 46107
The City assumes that plans and drainage calculations have been submitted to Crossroad
Engineers as a TAC member. Comments from this review will be provided when said review is
complete. If plans and calculations have not been submitted to Crossroad, please do so
immediately.
AVAILABILITY AND CONNECTION FEES
11. Availability (acreage) Fees
Availability (acreage) Fees are not applicable to this project.
Connection Fees - Based upon the drawings submitted and information supplied by Dennis
Lockwood on May 10,2005, the proposed building will be 3-stories plus a basement. The building
will contain 30,000 square feet of office space and 7150 square feet of inside parking on the lower
level. The Current Water Connection Fee is $1,310.00/EDU. The current Sanitary Sewer Connection
Fee is $795.00/EDU. Based upon our ordinance, the office classification is calculated at 0.5
EDUs/l,OOO ft.2. Thus:
e
e
30,000 ft.2 X 0.5 EDUs/l,OOO ft.2 = 15.0 EDUs
Based upon your current usage, a 1.0 EDU credit will be allowed. Thus, additional water and sanitary
sewer connection fees will be based up a net of 14.0 EDUs:
Water - 14.0 EDUs @ $1,310.00/EDU =
Sanitary Sewer - 14.0 EDUs ((i) $795.00/EDU =
Total Additional Connection Fees
$18,340.00
$11..130.00
$29,470.00
PROJECT C01\'IMENTS-CONSTRUCTION PLANS
12. Please provide a traffic study which compares the traffic generated by the current use to the proposed
use. This traffic plan shall be submitted to the Plan Conunission for their consideration of approval of
this project.
13. Did not find water on Sheet 3.0 - Site Utility Plan. Please indicate water line locations. In legend,
please complete "UFO." Please indicate locations of all utility connections on Utility Plan.
14. Please label the widths of all internal drives, drive aisles, alleys, and streets.
15. Label the existing and proposed Rangeline Road right-of-way. If existing does not meet the
Thoroughfare Plan requirements, additional right-of-way must be dedicated.
16. Please label and dimension the sidewalk.
17. Is the entrance existing or is it proposed in a new location? \Vhat is the width of the entrance? The
entrance cannot be wider than 30 feet face to face at the right-of-way line. Within the right-of-way, a
concrete apron must be provided for the entrance.
18. ADA ramps must be provided to cross the entrance.
19. Please provide depressed curb across the entrance. If you will need to cut any of the Rangeline Road
pavement to modify this entrance and place the concrete apron and depressed curb, Board of Public
Works and Safety approval is required and repair must match City standard street cut patch detail.
20. Please label the existing wall. Will the wall be disturbed during the new construction?
21. Please indicate and label the curb return radius at the entrance. The curb return radius must be 40 feet.
22. Will new sidewalks, curbs, or street pavement be constructed in the right-of-way as part of this
development? The City standard details must be utilized in the right-of-way and delineated as such on
the plans unless the sta~dard details for the development meet or exceed the City requirements.
23. Please confIrm that there are no planned open cuts of Rangeline Road or Veterans Way.
Connection to the storm structure in Veterans Way must be completed by a contractor bonded with the
City. Contact Fred Glaser within the Department of Engineering for additional requirements.
24. The Department will not approve the connection to the storm sewer in Veterans Way. With the
existing swale to the east of Veterans Way it is unlikely that the Veterans Way piping system was
designed to accommodated the runoff from the Nightingale property. The detention system must
outlet to the existing swale.
25. What is represented by the three diagonal dashed lines on the south side of the project on Sheet 3.0?
Please provide a label.
26. Please complete the Stnlcture Schedule on Sheet 3.0.
27. Please provide construction details for the detention facility.
28. Sheet L-l Landscape Site Plan - Please remove Landscape Plan from set of plans submitted to
Department of Engineering for approval. The Department of Engineering doesn't approve the
Landscape Plan.
These comments represent the Department of Engineering's initial review of the construction plans for this
project. We request that all responses to our comments be provided in writing. Failure to provide written
responses may result in delay of the review process. We assume all of the storm sewer system is private.
It is critical that our office be made. a\vare of all modifications made on the plans be.ing resubmitted,
particularly if any such changes are considered "ne\v" or fall outside of our previous reviews. . Please
provide revised plans including all revisions. Please notify us of any changes and specifically state any
changes, including changes resulting from Plan Conunission, Special Studies, or other conunittee meetings.
_e_
--
6~oo\ y?J;4'J>LJ
Construction/Stormwater Pollution Prevention Plan
Technical Review and Comment (Form 1)
Project Name: Nightingale Home Healthcare
Plan Submittal Date: 05/04/05
Project Location Description: 1036 South Rangeline
Latitude and Longitude: Lat Long
Civil" . -r Quarter:
County:
Hamilton
Hydrologic Unit Code:
=
=
.,..
~ Project Owner Name: Nightingale Home Healthcare
E Contact: Kevin Roberts
.Q
1: Address: 1036 South Rangeline
~
't City: Carmel
~
.e Phone:
J-c
~
Section:
~
1
. .
- .a-
State: IN
Zip: 46032
FAX:
E-Mail:
Plan Preparer Name: Dennis Lockwood
Affiliation: Mark Swanson Associates, Inc.
Address: 10610 North Park Avenue
City: Indianapolis
Phone: 317 844-1315
FAX:
State: IN
317 844-1758
Zip: 46280
E-Mail:
Review Date: 05/17/05
~ Principal Plan Reviewer: John B. South P.E. CPESC
~
.S: Agency: Hamilton County Soil and Water Conservation District
~
~ Address: 1108 South 9th Street
; City: Noblesville
~ Phone: 317-773-2181
Assisted By:
FAX:
State: IN
317-776-1101
Zip: 46060
E-Mail: john-south@iaswcd.org
PLAN IS ADEQITA1"E: A comprehensive plan review has been completed and it has been determined that the
plan satisfies the minimum requirements and intent of 327 lAC 15-5.
o Please refer to additional information included on the following page(s).
o Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana
Department of Environmental Management. Construction activities may begin 48 hours following the submittal of
the NO!. A NOI must also be sent to the Reviewing Authority (e.g. SWCD,
o A preliminary plan review has been completed; a comprehensive review will not be completed within the 28-day
review period. The reviewing authority reserves the right to perform a comprehensive review at a later date and
revisions to the plan may be required at that time to address deficiencies.
o Please refer to additional information included on the following page(s).
o Submit Notice of Intent (NOI): Attach a copy of this cover page when submitting the NOI to the Indiana
Department of Environmental Management. Construction activities may begin 48 hours following the submittal of
the NO!. A NOI must also be sent to the
o PI.JA.N IS DEFICIENT: Significant deficiencies were identified during the plan review.
o Please refer to additional information included on the following page(s).
o DO NOT file a Notice of Intent for this project.
o DO NOT commence land disturbing activities until all deficiencies are adequately addressed, the plan re-
submitted, and notification has been received that the minimum requirements have been satisfied.
Plan Revisions
Deficient Items should be mailed or delivered to the Principal Plan Reviewer identified
in the Plan Review Section above.
DNR, Division of Soil Conservation
Page 1 of 1
Revised 12/09/03, Form 1
MARK
SWANSON
ASSOCIATES
INC.
ARCH ITECTU RE
10610
NORTH
PARK
AVENUE
INDIANAPOLIS
INDIANA
46280
317-844-1315
FAX 844-1758
e
LETTER OF TRANSMITTAL
e
To:
Date: 05-03-2005
Attention: Cindy Klaiber
Regarding: Nightingale
T AC submission
Carmel Postmaster
United States Post Office
275 Medical Drive
Carmel, Indiana 46032-9998
DOCS Docket No.: 05050001 DP/ADLS
We are sending you: D Under Separate Cover I Attached
D Presentation Dwgs. D Shop Drawings D Change Order
I Preliminary Plans D Clarification dwg. D Construction doc.
D Specifications D Samples D Reproducibles
D Copy of Letter D
D For approval D For your use
D For distribution
I Review and Comment D Correct and Resubmit
D For your files
D As Requested
D Approved as submitted D Approved as noted
o
Copies/Sets
1 copy each
Number
T-01
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
L-01
Description
Title Sheet.
Existing Conditions/Demolition Plan.
Site Grading Plan.
Site Utility Plan.
Site Erosion Control Plan.
Erosion Control Details.
Erosion Control Notes and Details.
Site Specifications.
Site Details.
Landscape Site Plan.
Remarks: Drawings submitted for Carmel/Clay Technical Advisory Committee
Members project review.
Copies to:
Sianed:
L;:(~~
MARK
SWANSON
ASSOCIATES
INC.
ARCHITECTURE
10610
NORTH
PARK
AVENUE
INDIANAPOLIS
INDIANA
46280
317-844-1315
FAX 844-1758
e
LETTER OF TRANSMITTAL
e
To:
Date: 05-03-2005
Attention: Greg Hoyes
Regarding: Nightingale
T AC submission
Hamilton County Surveyor's Office
One Hamilton Square, Suite 188
Hamilton County Judicial Center
Noblesville, Indiana 46060
DOCS Docket.No.: 05050001 DP/ADLS
We are sending you: D Under Separate Cover I Attached
D Presentation Dwgs. D Shop Drawings D Change Order
I Preliminary Plans D Clarification dwg. D Construction doc.
D Specifications D Samples D Reproducibles
D Copy of Letter D
D For approval 0 For your use
o For distribution
I Review and Comment D Correct and Resubmit
o For your files
o As Requested
o Approved as submitted D Approved as noted
o
Copies/Sets
1 copy each
Number
T-01
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
L-01
Description
1 copy
Title Sheet.
Existing Conditions/Demolition Plan.
Site Grading Plan.
Site Utility Plan.
Site Erosion Control Plan.
Erosion Control Details.
Erosion Control Notes and Details.
Site Specifications.
Site Details.
Landscape Site Plan.
Storm Drainage Report
Remarks: Drawings submitted for Carmel/Clay Technical Advisory Committee
Members project review.
Copies to:
Sianed:
L/~~
. c y.
City of Carmel
May 4, 2005
Post-itS> Fax Note 7671
To mavlL S~VlS6h
Co./Dept.
Date 5'- S --0 5 ta8~s ~ L
From A Vl f ( C<.'f l-1 V1
Co.
- - __d_UI-L FAX: 844-1758
)riginal by mail
Mark Swanson
Mark Swanson Associates,
10610 N. Park Avenue
Indianapolis, IN 46280
Phone #
Phone #
S -7 (,- 2L1l,
S,I -L42-.~
Fax #
84Lt ' f7S Fax #
C y ij { h u j by M fA / J
RE: Nightingale Home Healthcare (#05050001 DP/ADLS) - Development Plan and Architecture,
Design, Landscaping, Lighting & Signage Applications
Dear Mr. Swanson,
This letter is in response to your DP/ADLS Application for Nightingale Home Healthcare. Members
at the TAC Meeting will make additional comments on May 18. Please complete the following items
after you have received additional comments at the T AC Meeting.
1. Please provide copies of the letters of transmittal to T AC members as proof plan were delivered.
2. Please add Docket No. 05050001 DP/ADLS to the site plan.
3. Please provide the official list of adjoining properties form the Hamilton County Auditor's
Office.
4. Check with the Building & Code Enforcement department regarding demolition permits for the
building.
5. Extend the pedestrian walk/access to the parking lot to Veteran's Way.
6. Modify the west building fa9ade to acknowledge Veteran's Way; show brick relief/patterns
(design as if window openings were bricked in) on center area of the west elevation.
7. Work with the Urban Forester to address the Overlay Landscape requirements and tree
preservation.
8. Please provide a copy of the approvalletter/e-mail from Scott Brewer, Urban Forester.
9. Foot-candles at the property line must be less than .5 foot-candles. Please correct.
10. Please submit the Findings of Fact sheet that accompanies the Development Plan application,
which can be found at http://www.cLcarmel.in.us/services/DOCS/DOCSA.htm.
11. The maximum lot coverage (buildings and pavement) for this B-3/Business district is 80%;
please show/provide the lot coverage of this site plan.
12. The logo on the wall is considered a second sign. A variance will be needed for sign area & # of
SignS.
13. Please provide the detail sheet of the metal letters wall sign.
14. Provide parking access to the south by an interconnecting driveway or alley (Chapter 23F.15.04).
15. Please provide the shared parking agreement with the neighbor to the north.
16. Please provide mechanical equipment screening details and the mechanical equipment locations.
17. Please provide dumpster screening details.
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ONE CIVIC SQUARE
CAR1vffiL, INDIANA 46032
317/571-2417